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2003-068 Irrigation System Revenue Bonds (FUNDING ORDINANCE)
CITY OF YAKIMA, WASHINGTON IRRIGATION SYSTEM REVENUE BONDS $10,000,000 ORDINANCE NO 2003 -68 AN ORDINANCE OF THE CITY OF YAKIMA, WASHINGTON, AUTHORIZING THE ISSUANCE AND SALE OF IRRIGATION SYSTEM REVENUE BONDS OF THE CITY IN THE PRINCIPAL AMOUNT OF NOT TO EXCEED $10,000,000 IN ONE OR MORE SERIES AND FIXING THE TERMS AND COVENANTS OF THE BONDS PASSED November 4, 2003 Prepared by PRESTON GATES & ELLIS LLP Seattle, Washington TABLE OF CONTENTS , Page Section 1 Definitions 1 Section 2 Approval of Plan and System 6 Section 3 Authorization of Bonds 6 Section 4 Registration, Exchange and Payments 7 Section 5 Redemption, Purchases 11 Section 6 Form of Bonds 12 Section 7 Execution of Bonds 15 Section 8 Bond Registrar 16 Section 9 Priority of Payments From Revenue of the System, Rate Stabilization Account 17 Section 10 Bond Account 18 Section 11 Payments Into Bond Proceeds Account 22 Section 12 Defeasance 22 Section 13 General Covenants 23 Section 14 Issuance of Future Parity Bonds 26 Section 15 Disposition of Bond Proceeds 30 Section 16 Tax Covenants 30 Section 17 Amendments 31 Section 18 Severability 33 Section 19 Sale of Bonds 33 Section 20 Undertaking to Provide Ongoing Disclosure 33 Section 21 General Authorization. 37 Section 22 Effective Date 37 Exhibit A Description of the Projects -1- P: \DG \DG018 10/31/03 ORDINANCE NO 2003 -68 AN ORDINANCE OF THE CITY OF YAKIMA, WASHINGTON, AUTHORIZING THE ISSUANCE AND SALE OF IRRIGATION SYSTEM REVENUE BONDS OF THE CITY IN THE PRINCIPAL AMOUNT OF NOT TO EXCEED $10,000,000 IN ONE OR MORE SERIES AND FIXING THE TERMS AND COVENANTS OF THE BONDS WHEREAS, the City of Yakima, Washington (the "City ") now operates and maintains an irrigation system (the "System "), and WHEREAS, it is in the best interest of the City to undertake certain capital improvements to the System (as further described herein, the "Projects"), and WHEREAS, the Council hereby finds that it is in the best interests of the City that the Bonds be offered in one or more series as further provided in a resolution of the City; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF YAKIMA, WASHINGTON, DO ORDAIN as follows Section 1 Definitions. As used in this ordinance, the following words shall have the following meanings. "Annual Debt Service" for any fiscal year or calendar year means the sum of: (a) the interest due in such year on all outstanding Parity Bonds excluding, however, interest to be paid from the proceeds of Parity Bonds, (b) the principal of all outstanding serial bonds due in such year, and (c) the sinking fund requirement, if any, for such year If the interest rate on any such bonds is other than a fixed rate, the rate applicable at the time of the computation shall be used. "Assessments" means all assessments levied in any utility local improvement district of the City created for the acquisition or construction of additions and improvements to and extensions of the System, if such assessments are pledged to be paid into the Bond Account. "Assessments" include any installments of assessments and any interest or penalties which may be due thereon. "Average Annual Debt Service" means the amount determined by dividing (a) the sum of all interest and principal to be paid on all Parity Bonds from the date of determination to the last maturity date of such Parity Bond, by (b) the number of fiscal years or calendar years from and including the fiscal year or calendar year in which the determination is made to the last fiscal year or calendar year in which any of such Parity Bonds will be outstanding. "Bond Account" means the account or fund created herein within the Revenue Fund to pay debt service on parity bonds. "Bond Proceeds Account" means the account created herein within the Revenue Fund. "Bond Register" means the records maintained on behalf of the City by the Bond Registrar containing the name and mailing address of each owner of the Bonds or the nominee of such owner, and such other information as the Bond Registrar shall determine. "Bond Registrar" means the fiscal agency of the State of Washington in New York, New York, for the purposes of registering and authenticating the Bonds, maintaining the Bond Register, effecting transfer of ownership of the Bonds, and paying the principal of and interest on the Bonds. "Bonds" means the City of Yakima Irrigation System Revenue Bonds, 2003, issued pursuant to this ordinance in one or more series in the aggregate principal amount of not to exceed $10,000,000 -2- P' \DG \DG018 10/31/03 "City" means the City of Yakima, Washington, a municipal corporation duly organized and existing under and by virtue of the laws of the State of Washington. "Code" means the Federal Internal Revenue Code of 1986, as amended, together with applicable regulations and revenue rulings issued or amended with respect thereto by the United States Treasury Department or the Internal Revenue Service, to the extent applicable to the Bonds. "Cost of Maintenance and Operation" means all necessary operating expenses, current maintenance expenses, expenses of reasonable upkeep and repairs, and insurance and administrative expenses with respect to the System, but excludes depreciation, payments for debt service or into reserve accounts, costs of capital additions to or replacements of the System, but not including municipal taxes, payments to the City in lieu of taxes or depreciation. "Council" means the Council of the City as the same shall be duly and regularly constituted from time to time "DTC" means The Depository Trust Company "Finance Director" means the duly qualified and acting Director of Finance and Budget of the City "Future Parity Bonds" means all the series or issues of imgation revenue bonds of the City issued after the date of issuance of the Bonds and having a lien upon the money in the Revenue Fund for the payment of the principal of and interest thereon equal to the lien upon the money in such fund for the payment of the principal of and interest on the Bonds. "Government Obligations" has the meaning given to such term in RCW Chapter 39 53, as the same may be amended from time to time -3- P \DG \DG018 10/31/03 "Letter of Representations" means the Blanket Issuer Letter of Representations from the City to DTC "MSRB" means the Municipal Securities Rulemaking Board or any successor to its functions. "Net Revenue" means the Revenue of the System less the Cost of Maintenance and Operation. "NRMSIR" means a nationally recognized municipal securities information repository "Parity Bonds" means any revenue bonds, notes, warrants or obligations issued by the City which have a lien upon the Revenue of the System to pay and secure the payment of the principal thereof and interest thereon equal to the lien created upon the Revenue of the System to pay and secure the payment of the principal of and interest on the Bonds. The words "Parity Bonds" include the Bonds and any Future Parity Bonds. "Professional Utility Consultant" means the independent person(s) or firm(s) selected by the City having a favorable reputation for skill and experience with irrigation systems of comparable size and character to the System in such areas as are relevant to the purposes for which they are retained. "Qualified Letter of Credit" means any irrevocable letter of credit issued by a financial institution for the account of the City on behalf of the owners of any Parity Bonds, which institution maintains an office, agency or branch in the United States and as of the time of issuance of such letter of credit, is currently rated in one of the two highest rating categories by Moody's Investors Service and Standard & Poor's Ratings Services, a Division of the McGraw -Hill Companies, or their comparably recognized business successors. -4- P: \DG \DG018 10/31/03 "Qualified Insurance" means any noncancelable municipal bond insurance policy or surety bond issued by any insurance company licensed to conduct an insurance business in any state of the United States (or by a service corporation acting on behalf of one or more such insurance companies), which insurance company or companies, as of the time of issuance of such policy or surety bond, are currently rated in one of the two highest rating categories by Moody's Investors Service and Standard & Poor's Ratings Services, a Division of the McGraw -Hill Companies, or their comparably recognized business successors "Rate Stabilization Account" means the account or fund of that name authorized to be created within the Revenue Fund pursuant to Section 9 "Reserve Account" means the account of that name created in the Bond Account. "Reserve Account Requirement" means with respect to each series of outstanding Parity Bonds the lesser of (a) 125% of Average Annual Debt Service or (b) maximum Annual Debt Service, provided, however, that at the time of issuance of any series of Parity Bonds, the Reserve Account Requirement allocable to a series of Parity Bonds shall not exceed 10% of the initial principal amount of that series of Parity Bonds "Revenue Fund" means the "City of Yakima Irrigation System Operating Fund." "Revenue of the System" means all earnings, revenue and money, except Assessments, received by the City from or on account of the operation of the System, including income from investments of money in the Revenue Fund or from any other investment of such earnings and revenue except the income from investments irrevocably pledged to the payment of any irrigation revenue bonds pursuant to a plan of refunding or retirement. The words "Revenue of the System" shall also include federal, state or municipal reimbursements of operating expenses to the extent such expenses are part of the Cost of Maintenance and Operation of the System. -5- P \DG \DG018 10/31/03 "Rule" means the SEC's Rule 15c2 -12 under the Securities and Exchange Act of 1934, as the same may be amended from time to time "Sale Resolution" means the resolution or resolutions to be adopted by the Council setting the final terms of the Bonds "SEC" means the U S Securities and Exchange Commission. "SID" means a state information depository for the State of Washington (if one is created) "System" means the City's existing irrigation system as the same may be added to, improved, and extended from time to time. "Term Bonds" means any Parity Bonds identified as Term Bonds in the ordinance authorizing the issuance thereof, the payment of the principal of which is provided for by a mandatory schedule of deposits of money equal (in the aggregate) to the full principal amount of such Term Bonds, into the Bond Account, and by a mandatory redemption schedule corresponding (as to time and amounts) to such mandatory schedule of deposits. Section 2 Approval of Plan and System. The public interest and necessity require that the City finance certain improvements to the System described in Exhibit A (the "Projects ") The City hereby adopts such Projects as a plan and system. The estimated cost of the Projects is $10,000,000 Section 3 Authorization of Bonds. The City shall issue the Bonds in the aggregate principal amount of not to exceed $10,000,000 in one or more series for the purpose of providing the funds necessary to pay costs of the Projects, to satisfy the Reserve Requirement, and to pay the expenses incidental to the issuance of the Bonds. The Bonds shall be designated the "City of Yakima Irrigation System Revenue Bonds, -6- P' \DG \DG018. 10/31/03 200," shall be in fully registered form, shall be in the denomination of $5,000 each, provided that no Bond shall represent more than one maturity The Bonds may be issued in one or more series, shall be numbered separately and in such manner and with any additional designation as the Bond Registrar deems necessary for purposes of identification and control, shall be dated such date, bear interest at the rates per annum, and be payable in the amounts and dates as shall be determined by a Sale Resolution. The Bonds shall be obligations only of the Bond Account and shall be payable and secured as provided herein. The Bonds shall not be general obligations of the City The Finance Director of the City is hereby authorized to obtain insurance for the payment of principal of and interest on the Bonds, if she should determine that it is in the best interests of the City to do so The City hereby authorizes the preparation and execution of the preliminary official statement describing, among other things, the terms of the Bonds. Section 4 Registration. Exchange and Payments. A. Registrar /Bond Register The City hereby adopts the system of registration approved by the Washington State Finance Committee, which utilizes the fiscal agency of the State of Washington in New York, New York, as registrar, authenticating agent, paying agent and transfer agent (the "Bond Registrar ") The Bond Registrar shall keep, or cause to be kept, at its principal corporate trust office, sufficient records for the registration and transfer of the Bonds (the "Bond Register "), which shall be open to inspection by the City The Bond Registrar is authorized, on behalf of the City, to authenticate and deliver Bonds transferred or exchanged in accordance with the provisions of such Bonds and this ordinance and to carry out all of the Bond -7- - P \DG \DG018 10/31/03 Registrar's powers and duties under this ordinance The Bond Registrar shall be responsible for its representations contained in the Certificate of Authentication on the Bonds. B Registered Ownership The City and the Bond Registrar may deem and treat the Registered Owner of each Bond as the absolute owner for all purposes, and neither the City nor the Bond Registrar shall be affected by any notice to the contrary Payment of any such Bond shall be made only as described in Section 4(H) hereof, but such registration may be transferred as herein provided. All such payments made as described in Section 4(H) shall be valid and shall satisfy the liability of the City upon such Bond to the extent of the amount or amounts so paid. C DTC Acceptance /Letter of Representations The Bonds shall initially be held in fully immobilized form by DTC acting as depository To induce DTC to accept the Bonds as eligible for deposit at DTC, the City has executed and delivered to DTC a Blanket Issuer Letter of Representations (the "Letter of Representations ") Neither the City nor the Bond Registrar will have any responsibility or obligation to DTC participants or the persons for whom they act as nominees with respect to the Bonds for the accuracy of any records maintained by DTC or any DTC participant, the payment by DTC or any DTC participant of any amount in respect of the principal of or interest on Bonds, any notice that is permitted or required to be given to Registered Owners under this ordinance (except such notices as shall be required to be given by the City to the Bond Registrar or to DTC), or any consent given or other action taken by DTC as the Registered Owner For so long as any Bonds are held in fully immobilized form hereunder, DTC or its successor depository shall be deemed to be the Registered Owner for all purposes, and all references in this ordinance to the Registered Owners shall mean DTC or its nominee and shall not mean the owners of any beneficial interest in any Bonds. -8- P \DG\DG018 10/31 /03 D Use of Depository (i) The Bonds shall be registered initially in the name of CEDE & Co , as nominee of DTC, with a single Bond for each maturity in a denomination equal to the total principal amount of such maturity Registered ownership of such immobilized Bonds, or any portions thereof, may not thereafter be transferred except (A) to any successor of DTC or its nominee, provided that any such successor shall be qualified under any applicable laws to provide the service proposed to be provided by it; (B) to any substitute depository appointed by the City pursuant to subsection (ii) below or such substitute depository's successor; or (C) to any person as provided in subsection (iv) below (ii) Upon the resignation of DTC or its successor (or any substitute depository or its successor) from its functions as depository or a determination by the City to discontinue the system of book entry transfers through DTC or its successor (or any substitute depository or its successor), the City may appoint a substitute depository Any such substitute depository shall be qualified under any applicable laws to provide the services proposed to be provided by it. (iii) In the case of any transfer pursuant to clause (A) or (B) of subsection (i) above, the Bond Registrar shall, upon receipt of all outstanding Bonds, together with a written request on behalf of the City, issue a single new Bond for each maturity then outstanding, registered in the name of such successor or substitute depository, or its nominee, all as specified in such written request of the City (iv) In the event that (A) DTC or its successor (or substitute depository or its successor) resigns from its functions as depository, and no substitute depository can be obtained, or (B) the City determines that it is in the best interest of the beneficial owners of the Bonds that the Bonds be provided in certificated form, the ownership of such Bonds may then be transferred -9- P: \DG \DG018 10/31/03 to any person or entity as herein provided, and shall no longer be held in fully immobilized form. The City shall deliver a written request to the Bond Registrar, together with a supply of definitive Bonds in certificated form, to issue Bonds in any authorized denomination. Upon receipt by the Bond Registrar of all then outstanding Bonds, together with a written request on behalf of the City to the Bond Registrar, new Bonds shall be issued in the appropriate denominations and registered in the names of such persons as are provided in such written request. E Transfer or Exchange of Registered Ownership, Change in Denominations. The registered ownership of any Bond may be transferred or exchanged, but no transfer of any Bond shall be valid unless it is surrendered to the Bond Registrar with the assignment form appearing on such Bond duly executed by the Registered Owner or such Registered Owner's duly authorized agent in a manner satisfactory to the Bond Registrar Upon such surrender, the Bond Registrar shall cancel the surrendered Bond and shall authenticate and deliver, without charge to the Registered Owner or transferee, a new Bond (or Bonds at the option of the new Registered Owner) of the same date, maturity and interest rate and for the same aggregate principal amount in any authorized denomination, naming as Registered Owner the person or persons listed as the assignee on the assignment form appearing on the surrendered Bond, in exchange for such surrendered and canceled Bond. Any Bond may be surrendered to the Bond Registrar and exchanged, without charge, for an equal aggregate principal amount of Bonds of the same date, maturity and interest rate, in any authorized denomination. The Bond Registrar shall not be obligated to transfer or exchange any Bond during a period beginning at the opening of business on the 15th day of the month next preceding any interest payment date and ending at the close of business on such interest payment date -10- P' \DG \DG018 10/31/03 F Bond Registrar's Ownership of Bonds. The Bond Registrar may become the Registered Owner of any Bond with the same rights it would have if it were not the Bond Registrar, and to the extent permitted by law, may act as depository for and permit any of its officers or directors to act as member of, or in any other capacity with respect to, any committee formed to protect the rights of the Registered Owners of the Bonds. G Registration Covenant. The City covenants that, until all Bonds have been surrendered and canceled, it will maintain a system for recording the ownership of each Bond that complies with the provisions of Section 149 of the Code H. Place and Medium of Payment. Both principal of and interest on the Bonds shall be payable in lawful money of the United States of America. For so long as all Bonds are in fully immobilized form, payments of principal and interest shall be made as provided in accordance with the operational arrangements of DTC referred to in the Letter of Representations. In the event that the Bonds are no longer in fully immobilized form, interest on the Bonds shall be paid by check or draft mailed to the Registered Owners at the addresses for such Registered Owners appearing on the Bond Register on the 15th day of the month preceding the interest payment date, and principal of the Bonds shall be payable upon presentation and surrender of such Bonds by the Registered Owners at the principal office of the Bond Registrar Section 5 Redemption, Purchases. The Bonds may be subject to redemption prior to their scheduled maturities as provided further in a Sale Resolution. The City reserves the right to use, at any time, any surplus Revenue of the System available, after satisfaction of the requirements of paragraphs First through Fifth of Section 9, to purchase for retirement any of the Bonds offered to the City at any price deemed reasonable by the City -11- P' \DG \DG018 10/31/03 Section 6 Form of Bonds. The Bonds shall be in substantially the following form. UNITED STATES OF AMERICA NO $ [STATEMENT OF INSURANCE] STATE OF WASHINGTON CITY OF YAKIMA IRRIGATION SYSTEM REVENUE BOND, 200 INTEREST RATE MATURITY DATE CUSIP NO REGISTERED OWNER. PRINCIPAL AMOUNT DOLLARS The City of Yakima, Washington, a municipal corporation organized and existing under and by virtue of the laws and Constitution of the State of Washington (the "City "), hereby acknowledges itself to owe and for value received promises to pay to the Registered Owner identified above, or registered assigns, on the Maturity Date identified above, but solely from the sources identified herein, the Principal Amount specified above, unless redeemed prior thereto as provided herein, together with interest on such Principal Amount from the date hereof or the most recent date to which interest has been paid or duly provided for at the Interest Rate set forth above payable , and semiannually thereafter on each 1 and 1 until payment of the principal sum has been made or duly provided for Both principal of and interest on this bond are payable in lawful money of the United States of America. For so long as the bonds of this issue are held in fully immobilized form, payments of principal and interest thereon shall be made as provided in accordance with the operational arrangements of The Depository Trust Company ( "DTC ") referred to in the Blanket Issuer Letter of Representations from the City to DTC In the event that the bonds of this issue are no longer held in fully immobilized form, interest on this bond shall be paid by check or draft mailed to the Registered Owner at the address appearing on the Bond Register on the 15th day of the month preceding the interest payment date, and principal of this bond shall be payable upon presentation and surrender of this bond by the Registered Owner at the principal office of the fiscal agency of the State of Washington in New York, New York (the "Bond Registrar ") This bond is one of an issue of irrigation system revenue bonds in the aggregate principal amount of $ ,000,000 issued pursuant to Ordinance No of the City passed on November 4, 2003 (the "Bond Ordinance "), for the purpose of financing certain capital improvements to the irrigation system. This bond is payable solely from the City of Yakima Irrigation System Revenue Fund (the "Revenue Fund ") created pursuant to Ordinance No of the City The bonds of this issue are not general obligations of the City The bonds of this issue are subject to redemption prior to maturity -12- P' \DG \DG018 10/31/03 The bonds of this issue are interchangeable for bonds of any authorized denomination of equal aggregate principal amount and of the same interest rate and maturity upon presentation and surrender to the Bond Registrar The City has irrevocably obligated and bound itself to set aside from the Revenue Fund out of the Revenue of the System into the Bond Account and the accounts created therein the various amounts required by the Bond Ordinance to be paid into and maintained in such fund and accounts, all within the times provided in the Bond Ordinance. [The bonds of this issue have been designated as "qualified tax - exempt obligations" pursuant to Section 265(b)(3) of the Code.] To the extent more particularly provided by the Bond Ordinance, the amounts so pledged to be paid into the Bond Account and the accounts therein shall be a lien and charge upon the Revenue of the System superior to all other charges of any kind or nature except the Costs of Maintenance and Operation of the System and equal in rank to the charges upon such Revenue of the System to pay and secure the payment of the principal of and interest on such bonds Reference also is made to the Bond Ordinance as more fully describing the covenants with and the rights of Registered Owners of the bonds or registered assigns and the meanings of capitalized terms appearing on this bond which are defined in such ordinance The City has further bound itself to maintain the System in good repair, working order and condition, to operate the same in an efficient manner and at a reasonable cost, to establish, maintain and collect rates and charges, for as long as any of the bonds are outstanding, that will make available for the payment of the principal of and the interest on all of such bonds as the same shall become due Net Revenue in an amount which, together with Assessments, will be equal to at least 1 40 times the average amount required in any year hereafter to be paid out of the Bond Account to pay the principal of and interest on all of such bonds and any bonds then outstanding (which average amount shall be determined as set forth in the Bond Ordinance) The pledge of revenues and other obligations of the City under the Bond Ordinance may be discharged at or prior to the maturity of the bonds upon the making of provision for the payment thereof on the terms and conditions set forth in the Bond Ordinance. Reference to the Bond Ordinance and any and all modifications and amendments thereto is made for a description of the nature and extent of the security for the Bonds, the funds or revenues pledged, and the terms and conditions upon which the bonds are issued. This bond shall not be valid or become obligatory for any purpose or be entitled to any security or benefit under the Bond Ordinance until the Certificate of Authentication hereon shall have been manually signed by the Bond Registrar It is hereby certified that the bonds of this issue are issued pursuant to and in strict compliance with the Constitution and laws of the State of Washington and ordinances of the -13- P• \DG \DG018 10/31/03 City, and that all acts, conditions and things required to have happened, been done and performed precedent to and in the issuance of this bond have happened, been done and performed. IN WITNESS WHEREOF, the City of Yakima, Washington, has caused this bond to be executed with the facsimile signature of the Mayor, to be attested with the facsimile signature of the City Clerk, and the seal of the City to be imprinted hereon, as of this day of 200 CITY OF YAKIMA, WASHINGTON By /s/ manual or facsimile Mayor ATTEST /s/ manual or facsimile City Clerk CERTIFICATE OF AUTHENTICATION Date of Authentication. This bond is one of the bonds described in the within - mentioned Bond Ordinance and is one of the Irrigation System Revenue Bonds, 200_, of the City of Yakima, Washington, dated , 200 WASHINGTON STATE FISCAL AGENCY, as Bond Registrar By Authorized Signer ASSIGNMENT FOR VALUE RECEIVED, the undersigned hereby sells, assigns and transfers unto PLEASE INSERT SOCIAL SECURITY OR TAXPAYER IDENTIFICATION NUMBER OF TRANSFEREE (Please print or typewrite name and address, including zip code, of Transferee) -14- P' \DG \DG018 10/31/03 the within bond and does hereby irrevocably constitute and appoint of , or its successor, as agent to transfer said bond on the books kept for registration thereof with full power of substitution in the premises DATED NOTE The signature on this Assignment must correspond with the name of the registered owner as it appears upon the face of the within bond in every particular, without alteration or enlargement or any change whatever SIGNATURE GUARANTEED NOTICE Signature(s) must be guaranteed pursuant to law Section 7 Execution of Bonds. The Bonds shall be signed on behalf of the City by the facsimile or manual signature of the Mayor, shall be attested by the facsimile or manual signature of the City Clerk, and shall have the corporate seal of the City impressed or imprinted thereon. Only such Bonds as shall bear thereon a Certificate of Authentication in the form recited above, manually executed by the Bond Registrar, shall be valid or obligatory for any purpose or entitled to the benefits of this ordinance. Such Certificate of Authentication shall be conclusive evidence that the Bonds so authenticated have been duly executed, authenticated and delivered hereunder and are entitled to the benefits of this ordinance In case either of the officers who shall have executed the Bonds shall cease to be such officer of the City before the Bonds so signed shall have been authenticated or delivered by the Bond Registrar, or issued by the City, such Bonds may nevertheless be authenticated, delivered and issued and upon such authentication, delivery and issuance, shall be as binding upon the City -15- P \DG \DG018 10/31/03 as though those who signed the same had continued to be such officers of the City Any Bond may also be signed and attested on behalf of the City by such persons as at the actual date of execution of such Bond shall be the proper officers of the City although at the original date of such Bond any such person shall not have been such officer of the City Section 8 Bond Registrar The Bond Registrar shall keep, or cause to be kept, at its principal corporate trust office, sufficient books for the registration and transfer of the Bonds which shall at all times be open to inspection by the City The Bond Registrar is authorized, on behalf of the City, to authenticate and deliver the Bonds transferred or exchanged in accordance with the provisions of such Bonds and this ordinance and to carry out all of the Bond Registrar's powers and duties under this ordinance The Bond Registrar shall be responsible for its representations contained in the Certificate of Authentication on the Bonds The Bond Registrar may become the owner of Bonds with the same rights it would have if it were not the Bond Registrar, and to the extent permitted by law, may act as depositary for and permit any of its officers or directors to act as a member of, or in any other capacity with respect to, any committee formed to protect the rights of owners of the Bonds. Section 9 Priority of Payments From Revenue of the System, Rate Stabilization Account. There has heretofore been established in the office of the Finance Director of the City a special fund of the City known as the "City of Yakima Irrigation System Revenue Fund" (the "Revenue Fund ") The Revenue of the System, except income from the investment of money in the Bond Account, shall be deposited in the Revenue Fund as collected and the Revenue Fund shall be held separate and apart from all other funds and accounts of the City The Revenue of the System shall be used only for the following purposes and in the following order of priority -16- P' \DG \DG018 10/31/03 First, to pay the Cost of Maintenance and Operation of the System, Second, to make all payments required to be made into the Bond Account to pay the interest on any Parity Bonds and amounts to repay any bond insurer for interest payments on Parity Bonds, Third, to make all payments required to be made into the Bond Account to pay the principal or sinking fund installments for any Parity Bonds and amounts to repay any bond insurer for principal and sinking fund installments for any Parity Bonds, Fourth, to make all payments required to be made into the Reserve Account to secure the payment of any Parity Bonds, Fifth, to make all payments required to be made into any other revenue bond redemption fund or revenue warrant or note redemption fund and Bond Account or reserve account created to pay and secure the payment of the principal of and interest on any revenue bonds or revenue warrants or notes of the City having a lien upon the Revenue of the System and the money in the Revenue Fund junior and inferior to the lien thereon for the payment of the principal of and interest on Parity Bonds, and Sixth, to retire by redemption or purchase any outstanding revenue bonds or revenue warrants or notes of the City or to make necessary additions, betterments, improvements, extraordinary repairs, extensions and replacements of the System or any other lawful City purposes. A special account of the City to be designated the "Irrigation Rate Stabilization Account" (the "Rate Stabilization Account ") is hereby authorized to be created within the Revenue Fund, at the discretion of the Finance Director, to cope with future increases in revenue requirements of the System. The City may from time to time appropriate or budget amounts in the Revenue Fund -1 17- P \DG \DG018 10/31/03 for deposit in the Rate Stabilization Account and may from time to time withdraw amounts therefrom to prevent or mitigate irrigation rate increases or for other lawful purposes of the City related to the System. Amounts withdrawn from the Rate Stabilization Account shall increase Revenue of the System for the period for which they are withdrawn, and amounts deposited in the Rate Stabilization Account shall reduce Gross Revenue of the System for the period for which they are deposited. Credits to or from the Rate Stabilization Account that occur within 90 days after the end of a fiscal year may be treated as occurring within such fiscal year Earnings on the Rate Stabilization Account shall be credited to the Revenue Fund. Section 10 Bond Account. A special account of the City known as the "City of Yakima Irrigation System Bond Account" (the "Bond Account ") is hereby created and shall be drawn upon for the sole purpose of paying and securing the payment of Parity Bonds. The City shall deposit the Assessments into the Bond Account for payment of the principal of and interest on Parity Bonds without allocation to any particular series of bonds payable from the Bond Account. A. Payments Into Bond Account. All accrued interest received by the City at the time of delivery of the Bonds shall be paid into the Bond Account. As long as any of the Parity Bonds remain outstanding, the City hereby irrevocably obligates and binds itself to set aside and pay from the Revenue Fund into the Bond Account, on or before the date due, those amounts necessary, together with Revenue of the System collected and deposited and such other money as is on hand and available therefor in the Bond Account, to pay the interest or principal and interest next coming due on the outstanding Parity Bonds The City covenants that in the event it issues any Future Parity Bonds that are Term Bonds, it will provide in each ordinance authorizing the issuance of the same for annual -18- P \DG \DG018 10/31/03 payments to be made from the Revenue Fund into the Bond Account sufficient, together with Revenue collected and deposited and such other money as is on hand and available therefor in such account, to satisfy the Sinking Fund Requirement with respect to such Term Bonds. B Reserve Account. A Reserve Account is hereby created for the purpose of securing the payment of the principal of and interest on all Panty Bonds. The City covenants that it will upon delivery of the Bonds have on deposit an amount or Qualified Insurance in an amount equal to the Reserve Account Requirement. The City further covenants that in the event it issues any Future Parity Bonds it will provide in each ordinance authorizing the issuance of the same that approximately equal monthly payments will be made into the Reserve Account out of the Revenue Fund so that within five years or less from the date of the issuance of such Parity Bonds the total amount of such payments, with the amount already in the Reserve Account, will be at least equal to the Reserve Account Requirement. The City further covenants that when the required deposits have been made into the Reserve Account, it will at all times maintain therein an amount at least equal to such Reserve Account Requirement. Whenever there is a sufficient amount in the Bond Account and Reserve Account to pay the principal of, premium, if any, and interest on all Parity Bonds then outstanding, the money in the Reserve Account may be used to pay such principal, premium, if any, and interest. Money in the Reserve Account may be withdrawn to redeem and retire, and to pay the interest due to such date of redemption and premium, if any, on the outstanding Parity Bonds so long as the money remaining on deposit in the Reserve Account is at least equal to the Reserve Account Requirements for all of the Parity Bonds then outstanding. In the event there shall be a deficiency in the Bond Account to meet maturing installments of either interest on or principal of and interest on any Parity Bonds, such deficiency -19- P' \DG \DG018 10/31/03 shall be made up from the Reserve Account by the withdrawal of money therefrom. Any deficiency created in the Reserve Account by reason of any such withdrawal shall be made up within 12 months of the deficiency out of Assessments and Revenue of the System after making necessary provision for the payments required to be made by subparagraphs First, Second, and Third of Section 9 hereof. The City may substitute or deposit Qualified Insurance or a Qualified Letter of Credit for amounts required to be deposited into the Reserve Account. Such Qualified Letter of Credit or Qualified Insurance shall not be cancelable on less than five years' notice. In the event of any cancellation, the Reserve Account shall be funded in accordance with the provisions of this section providing for payment in the event of a deficiency therein, as if the Parity Bonds that remain outstanding had been issued on the date of such notice of cancellation. In the event there is a deficiency in the Bond Account to meet maturing installments of either interest on or principal of and interest on the outstanding Parity Bonds payable out of such Account, such deficiency shall be made up from the Reserve Account by the withdrawal of money therefrom and by the sale or redemption of obligations held in the Reserve Account, if necessary, in such amounts as will provide cash in the Reserve Account sufficient to make up any such deficiency and if a deficiency still exists immediately prior to an interest payment date and after the withdrawal of cash, the City shall then draw from any Qualified Letter of Credit or Qualified Insurance to make up the deficiency Such draw shall be made at such times and under such conditions as the agreement for such Qualified Letter of Credit or such Qualified Insurance shall provide If more than one Qualified Letter of Credit or Qualified Insurance is available, draws shall be made ratably to make up the deficiency -20- P:1DG\DG018 10/31/03 C Priority of Lien of Payments Into Bond Account. The amounts so pledged to be paid into the Bond Account and the Reserve Account from the Revenue Fund are hereby declared to be a prior lien and charge upon the Revenue of the System superior to all other charges of any kind or nature whatsoever except the Costs of Maintenance and Operation of the System and except that the amounts so pledged are of equal lien to the charges upon such Revenue heretofore made and which may hereafter be made to pay and secure the payment of the principal of and interest on any outstanding Parity Bonds. D Application and Investment of Money in Bond Account. Money in the Bond Account not needed to pay the interest or principal and interest next coming due on any outstanding Parity Bonds or to maintain required reserves therefor may be used to redeem and retire such bonds Money in the Bond Account and Reserve Account may be invested as permitted by law Investments in the Bond Account shall mature prior to the date on which such money shall be needed for required interest or principal payments. Investments in the Reserve Account shall mature not later than the last maturity of any then outstanding Parity Bonds. All interest earned and income derived by virtue of such investments shall remain in the Bond Account and be used to meet the required deposits into any account therein. E. Sufficiency of Revenues. The Council hereby finds that in fixing the amounts to be paid into the Bond Account out of the Revenue of the System, it has exercised due regard for the Cost of Maintenance and Operation and has not obligated the City to set aside and pay into such Fund a greater amount of such Revenue than in its judgment will be available over and above the Cost of Maintenance and Operation. Section 11 Payments Into Bond Proceeds Account. A Bond Proceeds Account is hereby authorized to be created within the Irrigation Fund, at the discretion of the Finance -21- P: \DG \DG018 10/31/03 Director, for the deposit of a portion of the proceeds of the Bonds received by the City at the time of delivery of the Bonds as stated in Section 15 Section 12 Defeasance In the event that money and/or Government Obligations maturing at such time or times and bearing interest to be earned thereon in amounts (together with such money if necessary) sufficient to redeem and retire the Bonds or any of them in accordance with their terms are set aside in a special account to effect such redemption or retirement and such money and/or the principal of and interest on such obligations are irrevocably set aside and pledged for such purpose, then no further payments need be made into the Bond Account for the payment of the principal of and the interest on the Bonds so provided for, and the owners of such Bonds shall cease to be entitled to any lien, benefit or security of this ordinance except the right to receive the funds so set aside and pledged, and such Bonds shall be deemed not to be outstanding hereunder Section 13 General Covenants The City hereby covenants with the owner of each of the Bonds for as long as any of the same remain outstanding as follows A. System Rates The City shall establish, maintain and collect rates and charges for the use of the services and facilities of the System and all commodities sold, furnished or supplied by the System, which shall be fair and nondiscriminatory and shall adjust such rates and charges from time to time so that: 1 The Revenue of the System, together with Assessments collected, will at all times be sufficient (a) to pay all costs of and charges and expenses in connection with the proper operation and maintenance of the System, (b) to pay the principal of and interest on the outstanding Parity Bonds, as and when the same shall become due and payable, (c) to make when due all payments which the City is obligated to make into the Bond Account and Reserve -22- P \DG \DG018 10/31/03 Account and all other payments which the City is obligated to make pursuant to this ordinance, and (d) to pay all taxes, assessments or other governmental charges lawfully imposed on the System or the revenue therefrom or payments in lieu thereof and any and all other amounts which the City may now and hereafter become obligated to pay from the Revenue of the System by law or contract; and 2 the Net Revenue in each calendar year will equal at least 1 40 times Annual Debt Service for such year (after deducting Assessments actually collected for such year) For the purpose of meeting the requirement of this paragraph there may be added to Net Revenue for any calendar year any amount withdrawn from the Rate Stabilization Account and credited to Revenue as provided in Section 9 There shall be subtracted from Net Revenue for any calendar year any amounts in such year withdrawn from the Revenue Fund and deposited into the Rate Stabilization Account in such calendar year B Sale or Disposition of the System. The City will not sell, mortgage, lease or otherwise dispose of or encumber all or any portion of the System, except as follows. (1) The City may sell, mortgage, lease or otherwise dispose of all or substantially all of the System if, simultaneously with such sale, mortgage, lease or other disposition or encumbrance, provision is made for the payment into the Bond Account of cash or Government Obligations sufficient together with interest to be earned thereon to pay the principal of and interest on all then outstanding Parity Bonds. (2) Except as provided in subsection (3) below, the City will not sell, mortgage, lease or otherwise dispose of or encumber any part of the useful operating properties of the System in excess of 5% of the value of the net utility plant of the System unless prior to such sale, mortgage, lease or other disposition or encumbrance -23- P: \DG \DG018 10/31/03 (1) there shall have been filed with the Finance Director a certificate of a Professional Utility Consultant stating that such sale, mortgage, lease or other disposition or encumbrance will not impair the ability of the City to comply with the rate covenants set forth in Section 13 of this ordinance; or (ii) provision is made for the payment, redemption or other retirement of a principal amount of outstanding Parity Bonds equal to the greater of the following amounts (X) an amount that will be in the same proportion to the net principal amount of Parity Bonds then outstanding (defined as the total principal amount of the Parity Bonds less the amount of cash and investments in the Bond Account and accounts therein) that the Net Revenue from the portion of the System sold or disposed of for the 12 preceding months bears to the total Net Revenue for such period, or (Y) an amount that will be in the same proportion to the net principal amount of Parity Bonds then outstanding that the book value of the part of the System sold or disposed of bears to the book value of the entire System immediately prior to such sale or disposition. (3) The City may sell or otherwise dispose of any of the works, plant, properties and facilities of the System or any real or personal property comprising a part of the same with a value less than 5% of the net utility plant of the System or which shall have become unserviceable, inadequate, obsolete or unfit to be used in the operation of the System, or no longer necessary, material to or useful in such operation, without making any deposit into the Bond Account. C Collection of Assessments. The City shall promptly collect all Assessments levied in any utility local improvement district now or hereafter created to secure the payment of the principal of and interest on any Parity Bonds and shall pay the same into the Bond Account -24- P' \DG \DG018 10/31/03 without allocation of such Assessments to any particular series of Parity Bonds. It is hereby provided further, however, that nothing in this ordinance or in this subsection shall be construed to prohibit the City from issuing revenue bonds having a lien on Gross Revenue junior to the lien on such revenue for the payment of the principal of and interest on Panty Bonds and pledging as security for the payments of such junior lien bonds assessments levied in any utility local improvement district that may have been created to pay part or all the cost of improvements to the System for which such junior lien revenue bonds were specifically issued. D Books and Accounts. The City covenants that it will maintain complete books and records relating to the operation of the System and its financial affairs, and will cause such books and records to be audited annually, and cause to be prepared an annual financial and operating statement, which statement shall be mailed to any owner of Parity Bonds upon request. E Insurance The City covenants that it will carry insurance on the System as is ordinarily carried on the property of similar public utilities by other municipal corporations engaged in the operation of the same if such insurance can be obtained at a reasonable cost and will also carry adequate public liability insurance and other kinds of insurance as under good practices are ordinarily carried on the properties of similar public utilities, provided, however, that the City may, if deemed necessary and advisable by the Council, institute or continue a self - insurance program with respect to any or all of the aforementioned risks. The premiums paid for all such insurance shall be regarded and paid as a Cost of Maintenance and Operation. F No Free Service Except as permitted by law, the City will not furnish any service of the System to any customer free of charge Section 14 Issuance of Future Parity Bonds. The City hereby covenants and agrees with the owners of each of the Bonds for as long as any of the same remain outstanding as -25- P' \DG \DG018 10/31/03 follows. The City will not issue any bonds having a greater or equal priority of lien upon the Revenue of the System to pay and secure the payment of the principal of and interest on the Bonds than the priority of lien created on such Revenue to pay and secure the payment of the principal of and interest on the Bonds or any outstanding Parity Bonds except as follows A. The City reserves the right to issue Future Parity Bonds for the purposes of: First, providing funds to acquire, construct, reconstruct, install, or replace any equipment, facilities, additions, betterments, or other capital improvements to the System for which it is authorized by law to issue revenue bonds or for other lawful purposes of the System, or Second, refunding at or prior to their maturity any revenue bond anticipation notes or outstanding revenue bonds or other obligations payable out of the Revenue of the System and to pledge that payments will be made out of the Revenue of the System and into the Bond Account to pay and secure the payment of the principal of and interest on such Future Parity Bonds on a parity with the payments required herein to be made out of such Revenue into such account to pay and secure the payment of the principal of and interest on any Parity Bonds then outstanding, upon compliance with the following conditions (1) At the time of the issuance of any Future Parity Bonds there is no deficiency in the Bond Account or the Reserve Account. (2) If there are Assessments levied in any utility local improvement district in which additions and improvements to and extensions of the System will be constructed from the proceeds of such Future Parity Bonds, the ordinance authorizing such Future Parity Bonds shall require that such Assessments be paid into the Bond Account. -26- P \DG \DG018 10/31 /03 (3) If there are Assessments pledged to be paid into a warrant or bond redemption fund for revenue bonds or warrants being refunded by Future Parity Bonds, the ordinance authorizing such Future Parity Bonds shall require such Assessments to be paid into the Bond Account. (4) The principal of and interest on any Future Parity Bonds shall be payable out of the Bond Account and the requirements for Reserve Account payments in Section 10 hereof shall be met. (5) Prior to the delivery of any Future Parity Bonds, the City shall have on file in the office of the City Clerk either (i) a certificate of the Finance Director showing that the Net Revenue determined as hereafter provided for each calendar or fiscal year after the issuance of such Future Parity Bonds will equal at least 1 40 times Annual Debt Service (after deducting Assessments allocated to the years in which they would be received if the unpaid balance of each assessment roll were paid in the remaining number of installments with interest on the declining balance at the times and at the rate provided in the ordinance confirming the assessment roll) during any calendar or fiscal year for all Parity Bonds plus the Future Parity Bonds proposed to be issued. For purposes of this certificate, "Net Revenue" shall be the Net Revenue for a period of any 12 consecutive months (which may include amounts withdrawn from the Rate Stabilization Account, as provided in Section 9 of this ordinance) out of the 24 months immediately preceding the date of delivery of such proposed Future Parity Bonds, or (ii) a certificate of a Professional Utility Consultant showing that the Net Revenue determined and adjusted as hereafter provided for each calendar or fiscal year after the issuance of such Future Parity Bonds (the "Adjusted Net Revenue ") will equal at -27- - P 1DG1DG018 10/31/03 least 1 40 times the Annual Debt Service (after deducting Assessments allocated to the years in which they would be received if the unpaid balance of each assessment roll were paid in the remaining number of installments with interest on the declining balance at the times and at the rate provided in the ordinance confirming the assessment roll) for each such calendar or fiscal year for all Parity Bonds plus the Future Parity Bonds proposed to be issued. The Adjusted Net Revenue shall be the Net Revenue for a period of any 12 consecutive months (which may include amounts withdrawn from the Rate Stabilization Account, as provided in Section 9 of this ordinance) out of the 24 months immediately preceding the date of delivery of such proposed Future Parity Bonds as adjusted by such Professional Utility Consultant to take into consideration changes in Net Revenue estimated to occur under the following conditions for each year after such delivery for so long as any Parity Bonds, including the Future Parity Bonds proposed to be issued, shall be outstanding: (i) the additional Net Revenue that would have been received if any change in rates and charges adopted prior to the date of such certificate and subsequent to the beginning of such 12 -month period, had been in force during the full 12 -month period, (ii) the additional Net Revenue that would have been received if any facility of the System that became fully operational after the beginning of such 12 -month period had been so operating for the entire period, and (Ili) the additional Net Revenue estimated by such Professional Utility Consultant to be received as a result of any additions, betterments and improvements to and extensions of any facilities of the System that are (a) under construction at the time of such certificate or (b) will be constructed from the proceeds of the Future Parity Bonds to be issued. -28- P• \DG \DG018 10/31/03 Such Professional Utility Consultant may rely upon, and his or her certificate shall have attached thereto, financial statements of the System certified by the Finance Director showing income and expenses for the period upon which the same is based. B Notwithstanding the foregoing requirement, if Future Parity Bonds are to be issued for the purpose of (1) refunding at or prior to their maturity any part or all of the then outstanding Parity Bonds and the issuance of such refunding Future Parity Bonds will result in a debt service savings and does not require an increase of more than $5,000 in any fiscal or calendar year for principal of and interest on such refunding Future Parity Bonds over and above the amount required in such year for the principal of and interest on the bonds being refunded thereby or (2) avoiding a pending default of debt of the System, the condition stated in subsection A(5) of this section need not be met. C Nothing herein contained shall prevent the City from issuing any revenue bonds, warrants or other obligations that are a charge upon the money in the Revenue Fund junior or inferior to the payments required by this ordinance to be made into the Bond Account and the Reserve Account. D Nothing herein contained shall prevent the City from issuing revenue bonds or other obligations which are a charge upon the Revenue of the System junior or inferior to the payments required by this ordinance to be made out of such Revenue into the Bond Account and accounts therein to pay and secure the payment of any outstanding Parity Bonds. E. Nothing herein contained shall prevent the City from issuing revenue bonds to refund maturing Parity Bonds for the payment of which money is not otherwise available Section 15 Disposition of Bond Proceeds. The Bond proceeds shall be deposited as follows -29- P• \DG \DG018 10/31/03 (1) Accrued interest shall be deposited into the Bond Account. (2) The amount necessary to fund the Reserve Account Requirement shall be deposited in the Reserve Account. (3) The remaining proceeds shall be deposited into the account designated by the Finance Director and used for the Projects and to pay costs of issuance of the Bonds. Section 16 Tax Covenant. The City covenants to undertake all actions required to maintain the tax - exempt status of interest on the Bonds under Section 103 of the Code Section 17 Amendments. A. The Council may adopt an ordinance or ordinances supplemental hereto, which ordinance or ordinances thereafter shall become a part of this ordinance, for any one or more of the following purposes 1 To add to the covenants and agreements of the City contained in this ordinance other covenants and agreements thereafter to be observed which shall not adversely affect the interests of the owners of any Parity Bonds, or to surrender any right or power herein reserved to or conferred upon the City 2 To make such provisions for the purpose of curing any ambiguities or of curing, correcting or supplementing any defective provision contained in this ordinance or any ordinance authorizing Parity Bonds in regard to matters or questions arising under such ordinances as the Council may deem necessary or desirable and not inconsistent with such ordinances and which shall not adversely affect the interests of the owners of Parity Bonds. Any such supplemental ordinance of the City may be adopted without the consent of the owners of any Parity Bonds at any time outstanding, notwithstanding any of the provisions of subsection B of this Section. -30- P: \DG \DG018 10/31/03 B With the consent of the owners of not less than 65% in aggregate principal amount of the Parity Bonds at the time outstanding, the Council may adopt an ordinance or ordinances supplemental hereto for the purpose of adding any provisions to or changing in any manner or eliminating any of the provisions of this ordinance or of any supplemental ordinance, provided, however, that no such supplemental ordinance shall. 1 Extend the fixed maturity of any Parity Bonds, or reduce the rate of interest thereon, or extend the times of payment of interest from their respective due dates, or reduce the amount of the principal thereof, or reduce any premium payable on the redemption thereof, without the consent of the owner of each bond so affected, or 2. Reduce the aforesaid percentage of bondowners required to approve any such supplemental ordinance, without the consent of the owners of all of the Parity Bonds then outstanding. It shall not be necessary for the consent of bondowners under this subsection B to approve the particular form of any proposed supplemental ordinance, but it shall be sufficient if such consent shall approve the substance thereof C Upon the adoption of any supplemental ordinance pursuant to the provisions of this Section, this ordinance shall be deemed to be modified and amended in accordance therewith, and the respective rights, duties and obligations of the City under this ordinance and all owners of Parity Bonds outstanding hereunder shall thereafter be determined, exercised and enforced thereunder, subject in all respects to such modification and amendments, and all the terms and conditions of any such supplemental ordinance shall be deemed to be a part of the terms and conditions of this ordinance for any and all purposes. -3 1- P \DG \DG018 10/31/03 D Parity Bonds executed and delivered after the execution of any supplemental ordinance adopted pursuant to the provisions of this Section may have a notation as to any matter provided for in such supplemental ordinance, and if such supplemental ordinance shall so provide, new bonds so modified as to conform, in the opinion of the Council, to any modification of this ordinance contained in any such supplemental ordinance may be prepared by the City and delivered without cost to the owners of any affected Parity Bonds then outstanding, upon surrender for cancellation of such bonds in equal aggregate principal amounts. Section 18 Severability If any one or more of the covenants or agreements provided in this ordinance to be performed on the part of the City shall be declared by any court of competent jurisdiction to be contrary to law, then such covenant or covenants, agreement or agreements, shall be null and void and shall be deemed separable from the remaining covenants and agreements in this ordinance and shall in no way affect the validity of the other provisions of this ordinance or of any Parity Bonds. Section 19 Sale of Bonds. The Council shall adopt a Sale Resolution, which will set the interest rates, maturity amounts and years of the Bonds and approve the purchase contract and official statement for the Bonds The Sale Resolution also may establish redemption provisions, approve bond insurance and set any other terms for the Bonds. Section 20 Undertaking to Provide Ongoing Disclosure A. Contract/Undertaking. This Section constitutes the City's written undertaking for the benefit of the owners and Beneficial Owners of the Bonds as required by Section (b)(5) of the Rule B Financial Statements /Operating Data. The City agrees to provide or cause to be provided to each NRMSIR and to the SID, if any, in each case as designated by the SEC in -32- P: \DG \DG018 10/31/03 accordance with the Rule, the following annual financial information and operating data for the prior fiscal year (commencing in 2004 for the fiscal year ended December 31, 2003) 1 Annual financial statements showing ending fund balances for the System prepared in accordance with generally accepted accounting principles applicable to government entities (and modified as may be required by the Washington State Auditor pursuant to RCW 43 09.200 (or any successor statute), 2 The principal amount of Parity Bonds, 3 Debt service coverage for Parity Bonds, 4 Number of customers of the System, and 5 Rates of the System. Items 2 -5 shall be required only to the extent that such information is not included in the information provided pursuant to item 1 above. Such annual financial information and operating data described above shall be provided on or before nine months after the end of the City's fiscal year The City's fiscal year currently ends December 31 The City may adjust such fiscal year by providing written notice of the change of fiscal year to each then existing NRMSIR and the SID, if any In lieu of providing such annual financial information and operating data, the City may cross - reference to other documents provided to the NRMSIRs and the SID, or filed with the SEC and, if such document is a final official statement within the meaning of the Rule, available from the MSRB If not provided as part of the annual financial information discussed above, the City shall provide the City's audited annual financial statement prepared in accordance with generally accepted accounting principles (and modified as may be required by the Washington State -33- P \DG \DG018 10/31/03 Auditor pursuant to RCW 43 09.200 (or any successor statute)), when and if available, to each then existing NRMSIR and the SID, if any C Material Events The City agrees to provide or cause to be provided, in a timely manner, to the SID, if any, and to each NRMSIR or to the MSRB notice of the occurrence of any of the following events with respect to the Bonds, if material. 1 Principal and interest payment delinquencies, 2 Nonpayment related defaults, 3 Unscheduled draws on debt service reserves reflecting financial difficulties, 4 Unscheduled draws on credit enhancements reflecting financial difficulties, 5 Substitution of credit or liquidity providers, or their failure to perform, 6 Adverse tax opinions or events affecting the tax - exempt status of the Bonds, 7 Modifications to the rights of Bond owners, 8 Optional, contingent or unscheduled calls of any Bonds other than scheduled sinking fund redemptions for which notice is given pursuant to Exchange Act Release 34- 23856, 9 Defeasances, 10 Release, substitution or sale of property securing repayment of the Bonds, and 11 Rating changes. -34- P \DG\DG018 10/31 /03 D Notification Upon Failure to Provide Financial Data. The City agrees to provide or cause to be provided, in a timely manner, to each NRMSIR or to the MSRB and to the SID, if any, notice of its failure to provide the annual financial information and operating data described in subsection B above on or prior to the date set forth in subsection B above E. Termination/Modification. The City's obligations to provide annual financial information and notices of material events shall terminate upon the legal defeasance, prior redemption or payment in full of all of the Bonds. This Section, or any provision hereof, shall be null and void if the City (1) obtains an opinion of nationally recognized bond counsel to the effect that those portions of the Rule which require this Section, or any such provision, are invalid, have been repealed retroactively or otherwise do not apply to the Bonds, and (2) notifies each then existing NRMSIR and the SID, if any, of such opinion and the cancellation of this Section. Notwithstanding any other provision of this ordinance, the City may amend this Section 20, and any provision of this Section 20 may be waived, with an approving opinion of nationally recognized bond counsel. In the event of any amendment or waiver of a provision of this Section 20, the City shall describe such amendment in the next annual report, and shall include, as applicable, a narrative explanation of the reason for the amendment or waiver and its impact on the type (or in the case of a change of accounting principles, on the presentation) of financial information or operating data being presented by the City In addition, if the amendment relates to the accounting principles to be followed in preparing financial statements, (i) notice of such change shall be given in the same manner as for a material event under subsection C of this Section 20, and (ii) the annual report for the year in which the change is made should present a comparison (in -35- P \DG \DG018 10/31/03 narrative form and also, if feasible, in quantitative form) between the financial statements as prepared on the basis of the new accounting principles and those prepared on the basis of the former accounting principles. F Bond Owner's Remedies under this Section. Notwithstanding any other provisions of this ordinance, the right of any Bond owner or Beneficial Owner of the Bonds to enforce the provisions of this Section 20 shall be limited to a right to obtain specific enforcement of the City's obligations hereunder, and any failure by the City to comply with the provisions of this Section shall not be an event of default with respect to the Bonds under this ordinance For purposes of this Section 20, `Beneficial Owner" means any person who has the power, directly or indirectly, to vote or consent with respect to, or to dispose of ownership of, any Bonds, including persons holding Bonds through nominees or depositories. Section 21 General Authorization. The Mayor, the Finance Director, the City Manager and the Clerk of the City and each of the other appropriate officers of the City are each hereby authorized and directed to take such steps, to do such other acts and things, and to execute such letters, certificates, agreements, papers, financing statements, assignments or instruments as in their judgment may be necessary, appropnate or desirable in order to carry out the terms and provisions of and complete the transactions contemplated by, this ordinance All acts taken pursuant to the authority of this ordinance but prior to its effective date are hereby ratified and confirmed. Section 22 Effective Date. This ordinance shall be effective five days from and after its passage, approval and publication as required by law -36- P \DG \DG018 10/31 /03 PASSED by the Council of the City of Yakima, Washington, and approved by its Mayor at a regular meeting thereof held this 4th day of November, 2003 CITY OF YAKIMA, WASHINGTON By Mayor ATTEST fjw City Clerk APPROVED AS TO FORM N / A City Attorney Publication Date: 11 -7 -2003 Effective Date: 11 -12 -2003 -37- - P \DG \DG018 10/31/03 CERTIFICATE I, the undersigned, City Clerk of the City of Yakima, Washington, (the "City ") and keeper of the records of the City Council (the "Council "), DO HEREBY CERTIFY 1 That the attached ordinance is a true and correct copy of Ordinance No 2003 - 68 of the Council (the "Ordinance "), duly passed at a regular meeting thereof held on the 4th day of November, 2003 2 That said meeting was duly convened and held in all respects in accordance with law, and to the extent required by law, due and proper notice of such meeting was given, that a quorum was present throughout the meeting and a legally sufficient number of members of the Council voted in the proper manner for the passage of said Ordinance; that all other requirements and proceedings incident to the proper passage of said Ordinance have been duly fulfilled, carried out and otherwise observed, and that I am authorized to execute this certificate. Dated this 4th day of November, 2003 City Clerk P \DG \DG018 10/31/03 EXHIBIT A Irrigation System Rebuild Initially the Bond proceeds will be utilized to undertake and complete the design work necessary for the rebuilding of the entire irrigation infrastructure, with early emphasis on the General System (308) and with some of the smaller reconstruction activities being undertaken concurrently This schedule is intended to rehabilitate the majority of the system. Because the design and construction plans must be completed prior to setting schedules for actual construction programs, priorities could remain fluid for up to a year The authorized borrowings will be executed in one or more series, as needed. BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No 11 For Meeting Of 11/4/2003 ITEM TITLE. An Ordinance of the City of Yakima, Washington, authorizing the issuance and sale of Irrigation System Revenue Bonds of the City in the principal amount of not to exceed $10,000,000 to be issued in one or more series and fixing the terms and covenants of the bonds SUBMITTED BY Rita Anson, Finance Directo Tim Jensen, Treasu vices icer CONTACT PERSON/TELEPHONE: Tim Jensen, # 575 - 6070 SUMMARY EXPLANATION• On July 15, 2003 Council approved the rebuilding of the City's Irrigation system, pursuant to that decision, staff submits the enclosed Irrigation Bond Ordinance for Council review and approval as the first step in the process necessary to finance the construction costs of this rebuilding project. The enclosed bond ordinance requests Council's approval of the issuance of bonds in an amount not to exceed $10 million. The $10 million in project funds will be generated through multiple bond issues, the first bond issue is planned to be approximately $3 6 million. The proceeds of this initial bond issue will be utilized to undertake and complete the design work necessary for the rebuilding of the entire irrigation infrastructure, with early emphasis on the General System (308 System) and with some of the smaller reconstruction activities being undertaken concurrently Continued. Resolution _ Ordinance _X Other (Specify) Contract Mail to (name and address): Phone Funding Source N/A APPROVED FOR SUBMITTAL. ' City Manager STAFF RECOMMENDATION Pass Ordinance BOARD /COMMISSION RECOMMENDATION COUNCIL ACTION Ordinance passed. ORDINANCE NO. 2003 -68 Page2of3 Note- Revenues are designed to be sufficient to cover debt service and coverage, all changes to the City rate Ordinance have been made to ensure marketability of the bonds, (i.e previously customers had the ability to "opt out" of the system under certain conditions, it was necessary to eliminate this option prior to issuing bonds to ensure a steady revenue source for payment of debt service on the bonds) Customers were given one final opportunity to opt out of the irrigation system, this deadline was September 18, 2003 (Note we received approximately 40 applications to Opt. Out, of which fifteen actually met the criteria and were approved, however, only 7 have paid the fees to date. This is a lower number than anticipated and is not considered a threat to the revenue stream of the bonds.) b Generally staff would submit a draft Preliminary Official Statement (POS) to Council with the bond ordinance for review and approval. However, due to numerous high priority projects, finance staff was unable to complete and submit the POS document to Council review at this time A final Preliminary Official Statement will be submitted to Council for approval and ratification along with the bond sale agreement after the pricing date The bond sale can not be closed until Council has approved these two documents, however, approval of this ordinance signals to the bond market and potential investors Council's intention to complete the sale of these bonds By approving this Ordinance, Council is directing staff to prepare all necessary documents, hire all necessary professional services and to place bonds in the market for the stated purpose of rebuilding the irrigation system. Further, passing the Ordinance, council is stating to the Investment Banks, Rating Agencies and to potential investors, its full intent to sell such bonds under the general terms and conditions included in the Ordinance The passage of the enclosed Ordinance is only the first step in the process of selling bonds. In order complete the issuance of these bonds and receive the proceeds therefrom, the following tasks must be accomplished. • Prepare a Preliminary Official Statement and distribute to the market; investors insurance companies, etc. (Requires significant time and effort from Bond Council, Investment Banks and Finance Staff) • Apply for /receive bond insurance, if cost effective • Price &sell bonds • Receive Council approval of POS, bond purchase offer and the bond sale resolution. (Will be submitted to council the day after bond pricing /sale) • Finalize the Official Statement. (OS) and distribute • Distribute proceeds and pay various bond issuance and reserve costs (On settlement date) \ \Isnt \users \ranson \Projects\2004 Projects\2004 Irrigation Bonds - ReBuild \11 -4 -03 Agenda Stmt.doc Last printed 11/03/03 4.36 PM Page 3 of 3 At this time staff does not have a scheduled sale date for these bonds, but anticipates the sale to occur in late January The primary reason for this target date is the time and effort required on the part of staff, investment bankers and bond counsel to perform the above work concurrently with the other major projects requiring completion by the end of the year (Example finance staff will be preparing the wastewater bonds, as approved by Council on September 7, 2003, for sale in mid December as they have a December deadline for receipt of proceeds) Additionally, by holding the issuance of these bonds until 2004, the City may save money as these bonds could then be deemed bank qualified, thereby reducing interest costs. (Bank Qualified bonds appeal to a wider market at lower interest rates A city may only issue ten million dollars in bank qualified debt in any calendar year ) Continued \ \Isnt \users \ranson \Projects12004 Projects\2004 Irrigation Bonds - ReBuild \11 -4 -03 Agenda Stmt.doc Last printed 11/03/03 4.38 PM Attachment Irrigation System Bonds Bond Highlights • These are Revenue bonds - not general obligations of the City • The City will need to borrow the necessary debt service reserves (For the entire ten million dollars, this could accumulate to close to one million dollars ) • Subject to redemption prior to maturity • Qualified tax - exempt obligations. • May be Bank Qualified, depending on timing of each series issue • Debt Service on bonds is a lien upon Revenue of the Irrigation Utility superior to all other charges except operations and maintenance of the system. • Domestic Irrigation Utilities are very unusual in the realm of ordinary public finance operations, making these bonds somewhat unique Receiving a credit rating on these bonds may not be possible as this is a new utility with a severely deteriorated infrastructure, no prior credit history and has a thirty -year amortization schedule. • The Bonds will be insured if insurance can be obtained at reasonable cost. • Annual net revenue must be maintained at an amount at least equal to 1.4 times the average principal and interest payment due in any year • The issuance of the total $10 million in bonds will occur in several different series to meet tax law requirements and to issue debt as needed to fund project construction. The issuances could take place over several years. • Staff recommends the creation of a rate stabilization account to ensure consistent revenues are available for debt service payments as debt service on subsequent issues becomes due. • Revenues are designed to be sufficient to cover debt service /coverage and all changes to the City rate Ordinance have been made to ensure marketability of the bonds, i.e closing the system. (We received about 40 applications for Opt. Out, of which fifteen actually met the criteria and were approved, however, only 7 have paid the fees to date This is not considered a threat to the creditworthiness of the bonds) \ \Isnt \users \ranson \Projects \2004 Projects \2004 Irrigation Bonds - ReBuild \11 -04 -03 Agenda Stmt - Part 2.doc ORIGINAL - CITY OF YAKIMA CITY OF YAKIMA GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. 1R2059 HLA Project No. 04056 • + • + 1 1 . 1 elf r 0 1 0 %�� `ry t tt t \ �' • • • ... • • •' ' 4, . , � Construction Contract Specifications & Bid Documents 2301 Fruitvale Boulevard SEPTEMBER 2004 Phone (509) 575 -6020 Yakima, WA 98902 fax (509) 575 -6238 Huibregtse, Lomnan Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING William L. Huibregtse, PE Jeffrey T. Louman, PE Theodore W. Pooler, PE Dennis J.Whitcher, PE Eric T. Herzog, PLS Michael T. Battle, PE Terry D.Alapeteri, PE Daniel L. Hesse, PE November 22, 2004 City of Yakima 129 N. 2n Street Yakima, WA 98901 Attn: Karen S. Roberts Re: City of Yakima GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056 Dear Ms. Roberts: Enclosed for City of Yakima review and execution are three copies of the Contract Documents for the above referenced project. Please review the documents, and if they are acceptable, take the following action: - Date the contract on page 4 -2 to match the contract bond date on page 4 -4. - The City Manager and you should sign page 4 -3. When the contracts have been signed, please return two copies to our office and retain the "City of Yakima" copy for your records. We look forward to working with the City on this important project. Should you have any questions or need additional information, please call. Very truly yours, Steven C. Sziebert SCS /sn Enclosures Copy: Mike Shane G: \SUSAN \Yakima \56.wpd 801 North 39th Avenue + Yakima,WA 98902 (509) 966 -7000 • FAX (509) 965 -3800 • CITY OF Y GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. 1R2059 HLA Project No. 04056 . 03_,L T..B '* 411 AI; O 4 'les d refi .) 34872 A) � GISTEg�' � �w SIGNAL F'� 'Noy EXPIRES punt. 6, 2006 Construction Contract Specifications & Bid Documents SEPTEMBER 2004 Z: \JAN \SPECS \04056- YK.wpd CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056 TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS 1 -1 INVITATION TO BID 1-2 SECTION 2 - INFORMATION FOR BIDDERS 2-1 INFORMATION FOR BIDDERS 2-2 SECTION 3 - BID PACKAGE 3 -1 BID PROPOSAL 3-2 UNIT PRICE BID PROPOSAL 3 -3 BID BOND FORM 3 -5 BID BOND 3 -5 NON - COLLUSION DECLARATION 3 -6 NONDISCRIMINATION PROVISION 3 -7 SUBCONTRACTOR LIST 3-8 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY ................ 3 -10 RESOLUTION NO. D -4816 3 -11 AFFIRMATIVE ACTION PLAN 3 -12 BIDDERS CERTIFICATION 3 -14 SUBCONTRACTORS CERTIFICATION 3 -15 PROPOSAL 3 -18 BIDDER'S CHECK LIST 3 -19 SECTION 4 - CONTRACT AND RELATED MATERIALS 4 -1 CONTRACT 4-2 PERFORMANCE BOND ..... ............................... . . . . . 4 -4 SCHEDULE OF WORKING HOURS ....................... . ... . ..... . . 4 -6 INSURANCE FORM 4-7 MINIMUM WAGE AFFIDAVIT ........................... . . . . .. . 4 -9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5 -1 PREVAILING WAGE RATES 5-2 SECTION 6 - TECHNICAL SPECIFICATIONS 6 -1 STANDARD SPECIFICATIONS 6-2 SPECIFICATION INDEX 6 -3 Z: \JAN \SPECS \04056 - YK.wpd SECTION 1 - ADVERTISEMENT FOR BIDS Z: \JAN \SPECS \04056 - YK.wpd 1 °1 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on October 7, 2004, and then be opened and publicly read for the construction of: GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2059 Slipline approximately 5,330 LF of new 30 -inch diameter HDPE pipe, approximately 1,665 LF of new 18 -inch diameter HDPE pipe, approximately 790 LF of new 16 -inch diameter HDPE pipe, and approximately 430 LF of new 3 -inch HDPE pipe in existing wood stave, ductile iron, and steel pipes. Work includes connection to existing pipes of various materials, new services, valves, surface restoration, and other related improvements. Plans, Specifications, and bid forms are available from Huibregtse, Louman Associates, Inc., located at 801 North 39` Avenue, Yakima, WA 98902, phone number (509) 966 -7000, FAX: (509) 965 -3800, and may be obtained for a fee of $50.00 for each set, non - refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at various plan centers. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a Contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. The City of Yakima reserves the right to reject any or all bids and proposals, and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima. DATED this 3` day of September, 2004. Karen S. Roberts City Clerk PUBLISH: September 8, 2004 September 9, 2004 Z: \JAN\SPECS \04056 - YK.wpd 1 -2 SECTION 2 - INFORMATION FOR BIDDERS Z:\JAN \SPECS \04056 - YK.wpd 2-1 INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 2:00 p.m., October 7, 2004, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hail, 129 North Second Street, Yakima, Washington 98901. All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required. The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postpone- ment thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the BONDS of all except the three lowest responsive BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the Z: \JAN \SPECS \04056 - YK.wpd 2 -2 OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Michael T. Battle, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509)966- 7000, FAX: (509)965 -3800. Z: \JAN \SPECS \04056- YK.wpd 2 -3 SECTION 3 - BID PACKAGE Z: \JAN \SPECS \04056 - YK.wpd 3-1 CITY OF YAKIMA 129 NORTH 2 STREET YAKIMA, WASHINGTON BID PROPOSAL GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS YAKIMA, WASHINGTON City of Yakima Project No. IR2059 To: City Clerk City of Yakima Proposal of , ,c/ Sr``;2.Gc ;/∎-] LC (hereinafter called "BIDDER "), organized and existing under the laws of the State of Washington, doing business as ecro (insert "a corporation," "a partnership," or "an individual" as applicable). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVE- MENTS - City of Yakima Project No. IR2059, in strict accordance with the CONTRACT DOCU- MENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1 -08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each day thereafter as provided for in Section 1 -08.9 of these Special Provisions. BIDDER acknowledges receipt of the following ADDENDA: • BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum: Z: \JAN \SPECS \04056 - YK.wpd 3-2 UNIT PRICE BID PROPOSAL (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes /corrections to the bid must be initialed by the signer of the bid, in accordance with Section 1- 02.5.) CITY OF YAKIMA GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS 1 Mobilization LUMP SUM - - - X = '2 a 000 , -°' 2 Temporary Traffic Control Devices LUMP SUM - - - X = P 0 0> 3 Clearing and Grubbing LUMP SUM - - - X = 4 Reservoir Drainage System Improve- LUMP SUM - - - X = 7 ments — 1 � F�f7� - f3 ,.. 5 Pipe Cleaning and Inspection for LF 430 X = Lk s Pipes 12 -Inch Diameter and Smaller I , 5--- L9 l5: `. - 6 Pipe Cleaning and Inspection for LF 2,855 X = f7 4--^ Pipes 12- to 24 -Inch Diameter ) 5 . / O, 7 Pipe Cleaning and Inspection for LF 5,330 X � = Pipes 30 -Inch Diameter and Larger 7. 13,3 5. 8 Obstruction Removal EA 28 X P -5o, _ 7 a , 9 Access Pit for Pipes 24 -Inch Diameter EA 13 X = and Smaller p l o o °, 7 3 000 4 10 Access Pit for Pipes 30 -Inch Diameter EA 8 X = and Smaller 1 00 � '® 9 , 4t0, `� `/ 11 Shoring or Extra Excavation, Class B LUMP SUM - - - X = 5 Out D, -°° / 12 Slipline 3 -Inch HDPE Pipe LF 430 X ‘.0, ✓ = 8' boo, 13 Slipline 16 -Inch HDPE Pipe LF 790 X t O, = 3 I 00 , ,--- / i 14 Slipline 18 -Inch HDPE Pipe LF 1,665 X '45 ° _ 7V/ 115, '-- 15 Slipline 30 -Inch HDPE Pipe LF 5,330 X 65, ® = 3 q 4 ,� j s' 0 �, "� / 16 Access Port for 30 -Inch HDPE Pipe EA 2 X ' I i a O, -' = 2- Woo, , `-- z 17 Access Vault EA 3 X 2 2.o-o " = 4 boo "' r 18 Air Relief Valve EA 4 X ��ae ° = 3 . 0 0 • 19 3 -Inch Gate Valve EA 2 X L100, _ ? OrD , !- 20 16 -Inch Gate Valve EA 1 X 5 5 , D DD. = Qp f7 , 7 / 21 Service Saddle EA 24 X ;,60 , `'° = )q t/dO , "� `/ 22 Service Valve EA 48 X 5D0 , ' = 24, 000 , Z: \JAN \SPECS \04056 - YK.wpd 3-3 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS 23 Service Riser EA 24 X ,P00, '— _ I, "b°4 ..--- � , 24 Type 1 Valve Box EA 32 X ?,00 • _ (,.,, oo, / 25 Type 2 Valve Box EA 20 X tip, °" _ Ar b00, / 26 Service Lateral LF 300 X ,,C', _ 7, 50o, 7 27 Asphalt Pavement Repair, Type 1 SY 70 X gO '°� _ 1 tiM, ° / Y i 28 Asphalt Pavement Repair, Type 2 SY 180 X g5. = 14 460 ' 29 Gravel Surface Repair SY 1,060 X t' = 4/ 3 t ®, °� 9 30 Sodded Lawn Repair SY 30 X = P7s, / 31 Concrete Slab, 4 -Inch SY 10 X g5, _ ,.6I1, °✓ / 32 Concrete Slab, 6 -Inch SY 10 X 45. = 150, '''' / 33 Crushed Surfacing Top Course TON 200 X 15, '' = 7 gy p, / 34 Select Backfill TON 400 X ;5, ' = lb, 000, `'-- '/ 35 Minor Change FORCE - - - X Est. = 10,000.00 ACCOUNT BID SUBTOTAL 701 r s j 0v 7.90% STATE SALES TAX 5, 05'1. zz_. / BID TOTAL "76 6 7 2_ ✓ ( 0 I ( 0 Z:WAN \SPECS \04056 - YK.wpd 3 -4 I BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ % bil , which amount is not less than five percent (5 %) of the total bid. Sign Here Q1( Ilr BID BOND KNOW ALL MEN BY THESE PRESENTS: That we THG Construction, LLC , as Principal, and Fidelity and Guaranty Insurance Company ,as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of Five percent of amount bid (5% of Bid) Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 7 DAY OF October , 2004. _ Prin sal Fid- ity and Guar:nt Iranc°. Company Surety Donna S. Martinez I , 20 Received return of deposit in the sum of $ I I Z:UAN\SPECS104056- YK.wpd 3 -5 a nte POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company 23842 Power of Attorney No. Certificate No. 2129070 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the `Companies "), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, and Kelly A. Marble Yakima Washington of the City of , State , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 22 April 2003 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this day of Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company .ap5WiE1y ....rP+�RS ;4 1Y Ty 4( C ' J yr ^ . G J y mx c` � < ��� ANO y gM F G ,g * 9 Q pRPORFTf.: n- 4 Ilia � O INCO PORATE0 ,, 1927 g �; t 1896 1977 , 1 PETER W. CARMAN, Vice President A F t &" ; , .SE o! sEnr•s 951 N ' o n � ic N d , ,,,,,, s ref l o ; .. . 7. 1 OF M1£N ...,�.. n ,., „� . A .: , ,,.,.w^` AtN .� _ . A '/ • N l� /y�iY // State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary nd On this 22 day of April 2003 before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. <GGp EAgtk.4�2 In Witness Whereof, I hereunto set my hand and official seal. r ARY 94IC My Commission expires the 1st day of July, 2006. 0,96 REBECCA EASLEY - ONOKALA, Notary Public NI 86203 Rev. 7 -2002 Printed in U.S.A. ' ..-- This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes I ' only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. I IN TESTIMONY WHEREOF, I hereunto set my hand this 7 day of October , 2004 . f r > s cE /C�I I .�OXPOR S _ i t -- f ;� 1951- 'SEALr,%�a.,SEAY.:s 7 Ta or e ♦, a * ♦`,,, rd h. o Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above - named individuals and the details of the bond to which the power is attached. . NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States, that the following statements are true and correct: 1. That the undersigned person(s), firm, association, or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. Z: \JAN \SPECS\04056- YK.wpd 3-6 NONDISCRIMINATION PROVISION During the performance of this Contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. Z1JAN \SPECS \04056 - YK.wpd 3-7 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City of Yakima Project No. IR2059 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: Subcontractor Name r.� 4, Litt Item Numbers e92 ' - ..-9Y iq s At Subcontractor Name eel 6' _R.., 4 (0.iks . Item Numbers 5 , `7 Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid item numbers to be performed by the prime contractor: ( 771 6 /451 1.46 Prime Contractor Name Item Numbers # - 1-4tett,e4A0, at )/ Z:WAN \ SPECS \04056 - YK.wpd 3.8 BIDDER'S DATA FORM The following information will be verified by the City of Yakima. 1. Past experience with similar type work; include names, addresses, and telephone numbers of clients, locations of jobs performed, project descriptions, and contract amounts. c e es. g✓ zt y 5 /;i ; 01 1. ti/- 13Gc?S ✓J� Jt'l.Ja /Y /C�4� - ? . e (- -1.∎ Ant' • .".,,<i,, 9 1. � /� �! 04' , �/7i1 T ( Ce / e�i 4 - 144 1 /e S —fee rY – /72)k; �c 3e �✓ e7 � LJG 'r /i fv? 7 4 e C y /% C ° g/ky� , '�� te° Af7 J °/1 I- - S /c - r=/ % 'S; 3n,/` -grz Via_ C.;45i /'- 1. - /IV A& A _5* r'r i w,US• l 450 od, . 1 f'/ -/•' 41.4 /11:1 2. Past maintenance services performed on similar systems; include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions. 3. Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction. J 4. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications. 5. Provide Washington state Contractor's registration (license) number. l(� R72 BAt NOTE: Complete this Bidder's Data Form and submit with Bid. Failure to submit any or all of the foregoing information will be cause for rejection of the bid affected. Z:WAN \SPECS \04056 - YK.wpd 3 -9 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. Z:\JAN \SPECS \04056 - YK.wpd 3- 10 RESOLUTION NO. L - 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for-the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance caTM�Ps with it the obli- gation of contracting with W omen And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CI=? COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. /1 ADOPTED BY THE CITY COUNCIL this 4 day of , /> 1983. • l `fir 4 MA -A.(` . ) Ca • - . Mayor ATTEST: • City Clerk 3 -11 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this Contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. Z:UAN \SPECS \04056- YK.wpd 3 -12 The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after- school, summer, and vacation employment to minority youth. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non - segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non - cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. Z:\JAN \SPECS \04056- YK.wpd 3 -13 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract BIDDERS CERTIFICATION C A(s (,.�,cJ ON I- certifies that 1. It intends to use the following listed construction trades in the work under the contract and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: 4,0 ZZeWS i Ct G c • and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor cation required by these Bid Conditions. x 4 ignature of honed representative of Bidder) 4 3 -14 Subcontractors' Certification is not required at the time of bid. This Certification must by completed by each subcontractor prior to award of any subcontract. SUBCONTRACTORS' CERTIFICATION certifies that (SUBCONTRACTOR) I. It intends to use the following fisted construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) 5 3 -15 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a 'responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. 6 3 -16 Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formai action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The tendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor' within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 7 3 -17 PROPOSAL GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 1 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2059 The Bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH 0 IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS CERTIFIED CHECK 0 ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND IN THE AMOUNT OF 5% OF THE BID *`Receipt is hereby acknowledged of addendum(s) No.(s) , , and S 7 .4 E OF AUTHORIZF�D�OFFICIALS sz,/� ,e J /'G' J FIRM NAME - (7/041.-t1, 742?, / Al C (ADDRESS) , , /J2X A29 9 7 /uGfo. 1"L`� HON �(�5 r 67 - 5l ( // z;. `- , 973 NUMBER FAX MBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER 777 e..1.7 q 72jA FEDERAL ID NO. 7 U 1 2 2 5 , 4 Note: (1) This proposal form is not transferrable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause.for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1 -02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. Z:WAN \SPECS \04056 - YK.wpd 3 -18 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted, on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and surety company unless bid is accom- panied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non - responsive. E. BIDDER'S DATA FORM This form to be completed by the bidder. E. MBE/WBE FORM It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. Z:\JAN\SPECS \04056 - YK.wpd 3 -19 SECTION 4 - CONTRACT AND RELATED MATERIALS Z: \JAN \SPECS \04056 - YK.wpd 4_ CONTRACT THIS AGREEMENT, made and entered into in triplicate, this .23 day of n.) , 2004, by and between the City of Yakima, hereinafter called the Owner, and THG Construction LLC , a Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for the bid amount of: $765,642.22 , for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS - CITY OF YAKIMA PROJECT NO. IR2059, all in accordance with, and as described in the attached Plans and Specifications and the 2004 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in seventy (70) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in Section 1 -08.5 of the Special Provisions for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and every part thereof, except such as are mentioned in the Specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this Contract, except as expressly provided herein. Z: \JAN \SPECS \04056 - YK.wpd 4 -2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR THG Construction LLC this A3 day of a 2004 , a Corporation °.\ ,__ Contractor City Manager, Richard . Zais, Jr. '„ By: a-t--b>, --( f Attest: /6...h."--..-- ,p4C - : . / -(=__.' , z),ty Z.) Z. /Se 7 City Clerk, Karen S. Roberts lease print or type Name) 'ft.B;IR /P Its / e -6 � `�'. s: -.',, (President, Owner, etc.) Address: 969 East Newport P.O. Box 229 Hermiston, OR 97838 Phone: 541- 567 -5141 Fax: 541 - 567 -2510 email: Z: \JAN \SPECS \04056- YK.wpd 4 °3 PERFORMANCE BOND BOND TO CITY OF YAKIMA BOND 4 400TA2477 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, THG Construction, LLC a Oregon Corporation as Principal and • . - corporation organized and existing under the laws of the State of Iow as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 765, 642.22 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. • This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. °YL . DATED at Yakima, Washington, this a2 day of O4t.®4b€e ,, 2004. Neverless, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on October 12 , 2004, the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said THG Construction, LLC the above bounden Principal, a certain Contract, the said Contract being numbered IR2059, and providing for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS (which Contract is referred to herein and is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said THG Construction, LLC shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Z:UAN \SPECS104056 -Mwpd 4 -4 THG Construction, LLC (Contractor) By: (Print Name) Approved as to form: its: (President, Owner, etc.) (City Attorney) Fidelity and Guaranty Insurance Co. (Surety, By d. Donna S. Martinez (Print Name) Its: Attorney -in -Fact Z: \JAN \SPECS \0 -0055- YK.wpd 4 -5 (-pea Paid POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company 23842 • Power of Attorney No. Certificate No. 2129 078 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, and Kelly A. Marble Yakima Washington of the City of , State , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 22 April 2003 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this day of . Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Comp 'N, $rl� c m al'QNkr j a° i1P "pY�\NSVgq..s. grAN, t . .1. •l� n ' `� - 1=0"""A% PORA y f E 6 1�P G� /f/C-..-- ' o i= ( coa rf: e t RD `CL trIcco ORATED 1927 g� m ' j j AL.'3' N 1977 1951 1 PETER W. CARMAN, Vice President e� c ° \V........0/ .. ' > s ... SE .. . f t ° .9 1 .,rP T G y � o 4 , 95 /v�// �FM1£N m 7 , R ',,, ti.,1S AH✓ , .,.:..n' . AtN i� T. / < ' State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary nd On this 22 day of April 2003 , before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. e G pp EAS( In Witness Whereof, I hereunto set my hand and official seal. p B -- My Commission expires the 1st day of July, 2006. f , *. CITY o REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev. 7 -2002 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to ally certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this . p ' day of Octobe , 2004 qp $t�1Esutler,: F \RE 6W ` A N y "•� P� NSU �tYgryQ' , .W�� : 4 ' c; E >F9 1, RVORAr ,V V � ��o � N TM >n i °€ a ' " � 197 ; ,� [); L i e ..S B A.I.;.i in a z '' k i; ' , .'' s. - -"dad � 1 N f .. ttab'� ,,, , , A d t, l u • , Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above - named individuals and the details of the bond to which the power is attached. e SCHEDULE OF WORKING HOURS In accordance with SECTION 1- 08.0(2) HOURS OF WORK (APWA ONLY), the normal straight time _ working hours for this project will be from 7- a.m. to . `3 p.m., /7/ days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked per week. All hours worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimbursement provisions of SECTION 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) as modified by the Special Provisions. Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and /or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. Contractor Signature Date Z:\JAN \SPECS \04056 - YK.wpd 4 -6 NOV-19 -2004 14:12 FROM- T -610 P.001 /001 F -459 • — — - • —rn .. r. z , , ■ , •■-■ , I V ■ 11.1E11 E V E t i # I II valid E \AI 'II 160 V, I 10/19/2004 ' PRODUCER (509)248 - 3515 FAX (509)248 - 3673 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Terril , Lewis and Wilke Insurance Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 1789 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 112 S 4th Street Yakima, WA 98907 INSURERS AFFORDING COVERAGE INSURED T H G Construction, LLC INSURER A; The Ohio Casualty Insurance Company P 0 BOX 229 INSURER B: Hermiston, OR 97838 INSURER c: INSURER O: INSURER E COVERAGES _ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IHSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE IMMNDM'1 DATE IMIWDINYYI GENERAL LIABILITY 8K00453044893 02/21/2004 02/21/2005 EACH OCCURRENCE __Is 1,000 000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (My One fire) S 100,000 CLAIMS MADE ITC! OCCUR MED EXP (Any one person) $ 10,000 A PERSONAL & AOV INJURY 5 1,000,000 GENERAL AGGREGATE 5 2 , 000, 000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG S 2,000,000 7 POLICY J CT n LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea Bement) S ANY AUTO ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) - HIRED AUTOS BODILY INJURY NON•OW NEP AUTOS (Per accident PROPERTY DAMAGE (Per acclden) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY; AGG $ EXCESS LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE 5 S DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND BK053044893 02/21/2004 02/21/2005 I TORY L MITS X DER• EMPLOYERS' LIABILITY STOP GAP El. EACH ACCIDENT S 1,000,000 A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 4 E.L DISEASE - POLICY OMIT S 1,000,000 OTHER DESCRIPTION OF OPERATIONS ,LOCATIONsNEHICLESIEXCL SIGNS ADDED BY ENDORSEMENTISPECIAL PROVISIONS City of Yakima, its agents and employees and elected or appointed officials, and Huibregtse, Louman Associates, Inc are named as additional insureds for Project # IR2059 Per form CG8407 1002 CERTIFICATE HOLDER _ J_ J ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, • 7(d City of Yakima )()[ OIKI OUGx> XiiXIXIY'X a X 129 N 2nd Street loatwouseadoatemoutreioultnneanamootxmaxxxxxxx Yakima, WA 98901 AUTHORIXEDREPRESENTATIVR Kenneth Frick /00NNA ACORD 25 -S (7/97) © ACORD CORPORATION 1888 • }� / r • ' DATE (MM/DD/YY) ,CORD IM 1 l ` " ' 3 NOV 15 04 .�,. _. PRODUCER THIS CERTIFICATE IS ISSUED D AS A MATTER OF INFORMATION MULVIHILL INSURANCE SERVICES ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 11 NORTH MORAIN HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR KENNEWICK WA 99336 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. I COMPANIES AFFORDING COVERAGE COMPANY A Mutual of Enumclaw Insurance Co INSURED COMPANY B THG CONSTRUCTION LLC, THG CONSTRUCTION EQUIPMENT, LLC ! COMPANY PO BOX 229 C I HERMISTON OR 97838 ; COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY I PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co 1 POUCY EFFECTIVE I POUCY EXPIRATION LTR. TYPE OF INSURANCE POLICY NUMBER D ATE (MMIOD/YY) DATE (MMIDD/YY) 1 LIMITS I GENERAL LIABILITY iGENERAL AGGREGATE ' $ COMMERCIAL GENERAL LIABILITY I $ . PRODUCTS- COMP /OP AGO. - 1 CLAIMS MADE '_ I OCCUR PERSONAL & ADV INJURY ' $ I OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE FIRE DAMAGE (Any One Fire) $ $ MED. EXP (Any One Person) $ AUTOMOBILE LIABILITY CP60021836 JAN 21 04 JAN 21 05 COMBINED SINGLE LIMIT I X ANY AUTO — S 1,000,000 ALL OWNED AUTOS ! BODILY INJURY SCHEDULED AUTOS (Per person) $ A— I X HIRED AUTOS I BODILY INJURY $ X NON -OWNED AUTOS (Per accident) - - - -- I PROPERTY DAMAGE $ I GARAGE LIABILITY IAUTO ONLY - EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ • AGGREGATE;$ • EXCESS LIABILITY ;EACH OCCURRENCE § UMBRELLA FORM I !AGGREGATE $ OTHER THAN UMBRELLA FORM 1 $ WORKERS COMPENSATION AND S'TATU- 0TH i TORY LIMITS , ER EMPLOYERS' LIABILITY EACH ACCIDENT S THE PROPRIETOR/ 1 INCL I I DISEASE- POLICY LIMIT , 5 PARTNERS /EXECUTIVE OFFICERS ARE: EXCL , DISEASE -EACH EMPLOYEE i $ OTHER: 1 I DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /SPECIAL ITEMS RE: PROJECT NO. 2080, LID NO: 1056 - 7TH, 8TH & 9TH LID. CITY OF YAKIMA, ITS AGENTS, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS ARE ADDITIONAL INSURED, IN RESPECTS TO THE I COMMERCIAL AUTO LIABILITY. I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED, OR MATERIALLY CHANGED. BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL CITY OF YAKIMA 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. I 129 N 2ND ST YAKIMA, WA 98901 AUTHORIZED REPRESENTATIVE Attention: r. �•.V I ACORD 25-S (1/95) Certificate # 27004 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the conte,tg1Fe eof and the substance as set forth therein is true to my knowledge and belief. .7.4..,„ 4` Contractor Subscribed and sworn to before me on this day of O c41-„ I e� , 204 2004. avtze WO ) C • MIS _ 4,, Notary Public in and for the fiat- o ashin¢ t ... -o residing .0 1 ' � m 73 rri N i.. kk O 10 IS) °C Z:WAN \SPECS \04056- YK.wpd 4-9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS Z: \JAN\SPECS \04056- YK.wpd 5- PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRAC- TOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. Z: \JAN \SPECS \04056 - YK.wpd 5 -2 YAKIMA County - Effective: 9/1/2004 -- Page 1 of 11 Topic Index I Contact Info I P.M F Search earc � f•I A LV �� -. -- A " " &are s Home Safety Claims a Insurance Workplace tights Trades a Licensing Find a Law or Rule Get a Form or Publication ia Help Get or Renew a-License C_':. Electrical YAKIMA County - Effective: 9/1/2004 Apprenticeship Factory-Built Structures Washington State Prevailing Wage Rates for Public Works Elevators Contracts Contractors The PREVAILING WAGES listed here include both the hourly wage rate and th4 Plumbers hourly rate of fringe benefits. On public works projects, workers' wage and Prevailing Wage benefit rates must add to not less than this total. A brief description of About Prevailing Wage overtime calculation requirements is provided by clicking on the benefit code 0 ID Prevailing Wage Rates O Rates by Trade at County YAKIMA County O Scopes of Work Effective 9/1/2004 O Rate Surveys O View Approved Intents a Benefit Code Ke Affidavits 0+ Filing Intents £t Affidavits Online O Debarred Contractors Prevailing Overtime Holiday Not O Advisory Committee Classification Wage Code Code Cod( O Forms It Publications ASBESTOS ABATEMENT WORKERS Boilers JOURNEY LEVEL $26.39 1N 5D Trades Et Licensing Rules BOILERMAKERS JOURNEY LEVEL $43.47 1B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $33.02 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $31.25 1M 5D BRIDGE, DOCK AND WARF $38.67 1M 5D CARPENTERS CARPENTER $30.99 1M 5D CREOSOTED MATERIAL $31.09 1M 5D DRYWALL APPLICATOR $30.99 1M 5D FLOOR FINISHER $31.12 1M 5D FLOOR LAYER $31.12 1M 5D FLOOR SANDER $31.12 1M 5D MILLWRIGHT $39.67 1M 5D PILEDRIVERS, DRIVING, $38.87 1M 5D PULLING, PLACING COLLARS http: / /www.lni .wa.gov /PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKEVIA C oun t y - Effective: 9/1/2004 -- Page 2 of 11 AND WELDING SAWFILER $31.12 1M 5D SHINGLER $31.12 1M 5D STATIONARY POWER SAW $31.12 1M 5D OPERATOR STATIONARY $31.12 1M 5D WOODWORKING TOOLS CEMENT MASONS JOURNEY LEVEL $29.76 1N 5D DIVERS a TENDERS DIVER $80.62 1M 5D 8A DIVER TENDER $41.72 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $39.52 1B 5D 8L ASSISTANT MATE $38.76 1B 5D 8L (DECKHAND) BOATMEN $39.52 1B 5D 8L ENGINEER WELDER $39.57 1B 5D 8L LEVERMAN, HYDRAULIC $41.04 1B 5D 8L MAINTENANCE $38.76 1B 5D 8L MATES $39.52 1B 5D 8L OILER $39.16 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $27.83 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 ELECTRICIANS - INSIDE JOURNEY LEVEL $42.92 1J 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $49.54 4A 5A CERTIFIED LINE WELDER $45.15 4A 5A GROUNDPERSON $32.63 4A 5A HEAD GROUNDPERSON $34.43 4A 5A HEAVY LINE EQUIPMENT $45.15 4A 5A OPERATOR JACKHAMMER OPERATOR $34.43 4A 5A JOURNEY LEVEL $45.15 4A 5A LINEPERSON http: / /www.lni.wa.gov/PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 3 of 11 LINE EQUIPMENT OPERATOR $38.37 4A 5A POLE SPRAYER $45.15 4A 5A POWDERPERSON $34.43 4A 5A ELECTRONIC Et TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS MECHANIC $49.28 4A 6Q MECHANIC IN CHARGE $54.18 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $7.16 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $24.67 1N 5D GLAZIERS JOURNEY LEVEL $19.51 1B 61 HEAT Et FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS Et MASON TENDERS JOURNEY LEVEL $26.87 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION /CLEANING /SEALING OF SEWER Et WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, $9.73 1 FOAMER OPERATOR GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.16 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $41.32 1B 5A LABORERS http: / /www.lni .wa.gov/PrevailingWage /jwages /20042 /co39.asp 8/19/2004 ynKTMe county - effective: 9/1/2004 -- Page 4 of 11 ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER Et WATER GENERAL LABORER $26.39 1N 5D PIPE LAYER $26.87 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION /1P'1 LAWN 1 1 �1 IRRIGA I IVIV OR LHVVIN 7.38 SPRINKLER INSTALLERS LANDSCAPE EQUIPMENT $15.45 1 OPERATORS OR TRUCK DRIVERS LANDSCAPING OR PLANTING $7.63 1 LABORERS LATHERS JOURNEY LEVEL $30.99 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $39.93 1R 5A PLAYGROUND Et PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PI UMBERS Ft PIPEFITTFRS JOURNEY LEVEL $46.82 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $37.26 17 5D 8L BACKHOE, EXCAVATOR, $39.88 1T 5D 8L SHOVEL (3 YD Et UNDER) BACKHOE, EXCAVATOR, $40.34 1T 5D 8L SHOVEL (OVER 3 YD Ft • UNDER 6 YD) BACKHOE, EXCAVATOR, $40.86 1T 5D 8L SHOVEL (6 YD AND OVER http : / /www.lni.wa.gov / PrevailingWage /jwages /20042/co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 5 of 11 WITH ATTACHMENTS) BACKHOES, (75 HP 8t $39.49 1T 5D 8L UNDER) BACKHOES, (OVER 75 HP) $39.88 1T 5D 8L BARRIER MACHINE (ZIPPER) $39.88 1T 5D 8L BATCH PLANT OPERATOR, $39.88 1T 5D 8L CONCRETE BELT LOADERS (ELEVATING $39.49 1T 5D 8L TYPE ) BOBCAT $37.26 1T 5D 8L BROOMS $37.26 1T 5D 8L BUMP CUTTER $39.88 1T 5D 8L CABLEWAYS $40.34 1T 5D 8L CHIPPER $39.88 1T 5D 8L COMPRESSORS $37.26 1T 5D 8L CONCRETE FINISH MACHINE $37.26 1T 5D 8L - LASER SCREED CONCRETE PUMPS $39.49 1T 5D 8L CONCRETE PUMP -TRUCK $39.88 1T 5D 8L MOUNT WITH BOOM ATTACHMENT CONVEYORS $39.49 1T 5D 8L CRANES, THRU 19 TONS, $39.49 1T 5D 8L WITH ATTACHMENTS CRANES, 20 - 44 TONS, $39.88 1T 5D 8L WITH ATTACHMENTS CRANES, 45 TONS - 99 $40.34 1T 5D 8L TONS, UNDER 150 FT OF BOOM (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 $40.86 1T 5D 8L TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 $41.40 IT 5D 8L TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON $37.26 1T 5D 81_ AND UNDER CRANES, A- FRAME, OVER 10 $39.49 1T 5D 8L TON CRANES, OVER 300 TONS, $41.92 1T 5D 8L http: / /www.lni .wa.gov /PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 6 of 11 OR 300' OF BOOM INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, $39.88 IT 5D 8L BRIDGE TYPE (20 - 44 TONS) CRANES, OVERHEAD, $40.34 1T 5D 8L BRIDGE TYPE (45 - 99 TONS) CRANES, OVERHEAD, $40.86 1T 5D 8L BRIDGE TYPE (100 TONS 8: OVER) CRANES, TOWER CRANE UP $40.86 1T 5D 8L TO 175' IN HEIGHT, BASE TO BOOM CRANES, TOWER CRANE $41.40 IT 5D 8L OVER 175' IN HEIGHT, BASE TO BOOM CRUSHERS $39.88 1T 5D 8L DECK ENGINEER /DECK $39.88 1T 5D 8L WINCHES (POWER) DERRICK, BUILDING $40.34 1T 5D 8L DOZERS, D -9 Ft UNDER $39.49 1T 5D 8L DRILL OILERS - AUGER $39.49 1T 5D 8L TYPE, TRUCK OR CRANE MOUNT DRILLING MACHINE $39.88 1T 5D 8L ELEVATOR AND MANLIFT, $37.26 1T 5D 8L PERMANENT AND SHAFT - TYPE EQUIPMENT SERVICE $39.49 IT 5D 8L ENGINEER (OILER) FINISHING $39.88 1T 5D 8L MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP FORK LIFTS, (3000 LBS AND $39.49 1T 5D 8L OVER) FORK LIFTS, (UNDER 3000 $37.26 1T 5D 8L LBS) GRADE ENGINEER $39.49 1T 5D 8L GRADECHECKER AND $37.26 1T 5D 8L STAKEMAN GUARDRAIL PUNCH $39.88 1T 5D 8L HOISTS, OUTSIDE $39.49 1T 5D 8L http: / /www.lni .wa.gov/PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 7 of 11 (ELEVATORS AND MANLIFTS), AIR TUGGERS HORIZONTAL/ DIRECTIONAL $39.49 1T 5D 8L DRILL LOCATOR HORIZONTAL /DIRECTIONAL $39.88 1T 5D 8L DRILL OPERATOR HYDRALIFTS /BOOM TRUCKS $37.26 1T 5D 8L (10 TON Et UNDER) HYDRALIFTS /BOOM TRUCKS $39.49 1T 5D 8L (OVER 10 TON) LOADERS, OVERHEAD (6 YD $40.34 1T 5D 8L UPTO8YD) LOADERS, OVERHEAD (8 YD $40.86 1T 5D 8L Et OVER) LOADERS, OVERHEAD $39.88 1T 5D 8L (UNDER 6 YD), PLANT FEED LOCOMOTIVES, ALL $39.88 1T 5D 8L MECHANICS, ALL $40.34 1T 5D 8L MIXERS, ASPHALT PLANT $39.88 1T 5D 8L MOTOR PATROL GRADER $39.88 1T 5D 8L (FINISHING) MOTOR PATROL GRADER $39.49 1T 5D 8L (NON- FINISHING) MUCKING MACHINE, MOLE, $40.34 1T 5D 8L TUNNEL DRILL AND /OR SHIELD OIL DISTRIBUTORS, BLOWER $37.26 1T 5D 8L DISTRIBUTION AND MULCH SEEDING OPERATOR PAVEMENT BREAKER $37.26 1T 5D 8L PILEDRIVER (OTHER THAN $39.88 1T 5D 8L CRANE MOUNT) PLANT OILER (ASPHALT, $39.49 1T 5D 8L CRUSHER) POSTHOLE DIGGER, $37.26 1T 5D 8L MECHANICAL POWER PLANT $37.26 1T 5D 8L PUMPS, WATER $37.26 1T 5D 8L QUAD 9, D -10, AND HD -41 $40.34 1T 5D 8L REMOTE CONTROL $40.34 1T 5D 8L OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP RIGGER AND BELLMAN $37.26 1T 5D 8L http: / /www.lni .wa.gov /PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA county - Effective: 9/1/2004 -- Page 8 of 11 ROLLAGON $40.34 1T 5D 8L ROLLER, OTHER THAN $37.26 1T 5D 8L PLANT ROAD MIX ROLLERS, PLANTMIX OR $39.49 1T 5D 8L MULTILIFT MATERIALS ROTO -MILL, ROTO- GRINDER $39.88 IT 5D 8L SAWS, CONCRETE $39.49 1T 5D 8L SCRAPERS - SELF $39.88 11 5D 8L PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF - ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF $40.34 1T 5D 8L PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF - ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND $39.49 1T 5D 8L CARRY ALL SCREED MAN $39.88 1T 5D 8L SHOTCRETE GUNITE $37.26 1T 5D 8L SLIPFORM PAVERS $40.34 1T 5D 8L SPREADER, TOPSIDE $39.88 1T 5D 8L OPERATOR - BLAW KNOX SUBGRADE TRIMMER $39.88 1T 5D 8L TOWER BUCKET ELEVATORS $39.49 1T 5D 8L TRACTORS, (75 HP 8t $39.49 1T 5D 8L UNDER ) TRACTORS, (OVER 75 HP) $39.88 1T 5D 8L TRANSFER MATERIAL $39.88 1T 5D 8L SERVICE MACHINE TRANSPORTERS, ALL TRACK $40.34 1T 5D 8L nR TRUCK TYPE TRENCHING MACHINES $39.49 1T 5D 8L TRUCK CRANE $39.49 1T 5D 8L OILER /DRIVER ( UNDER 100 TON) TRUCK CRANE $39.88 1T 5D 8L OILER /DRIVER (100 TON E OVER) TRUCK MOUNT PORTABLE $39.88 1T 5D 8L CONVEYER WHEEL TRACTORS, FARMALL $37.26 1T 5D 8L TYPE http:// www. lni .wa.gov/PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 9 of 11 YO YO PAY DOZER $39.88 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER Q WATER (SEE POWER EQUIPMENT $0.00 OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.06 4A 5A SPRAY PERSON $31.34 4A 5A TREE EQUIPMENT $31.76 4A 5A OPERATOR TREE TRIMMER $29.48 4A 5A TREE TRIMMER $21.94 4A 5A GROUNDPERSON REFRIGERATION &t AIR CONDITIONING MECHANICS MECHANIC $46.82 1Q 5A RESIDENTIAL BRICK &t MARBLE MASONS JOURNEY LEVEL $29.00 it RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 it RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $19.51 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.00 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $15.56 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $26.61 1B 5A SHOP) RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 it RESIDENTIAL TERRAZZO/TILE FINISHERS http: / /www.lni .wa.gov/PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 10 of 11 JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $27.62 1,1 51 USING IRRITABLE $30.62 1J 51 BITUMINOUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $37.12 1B 5A SHOP) SIGN MAKERS 8 INSTALLERS (NON- ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $21.86 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.16 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $36.20 1R 51 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1_ SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.29 2B 5A HOLE DIGGER /GROUND $15.91 2B 5A PERSON INSTALLER (REPAIRER) $27.13 2B 5A JOURNEY LEVEL TELEPHONE $26.32 2B 5A LINEPERSON SPECIAL APPARATUS $28.29 2B 5A INSTALLER I SPECIAL APPARATUS $27.72 2B 5A INSTALLER II TELEPHONE EQUIPMENT $28.29 2B 5A OPERATOR (HEAVY) TELEPHONE EQUIPMENT $26.32 2B 5A OPERATOR (LIGHT) TELEVISION GROUND $15.10 2B 5A PERSON TELEVISION $20.11 2B 5A LINEPERSON /INSTALLER TELEVISION SYSTEM $23.80 2B 5A http: / /www.lni .wa.gov /PrevailingWage /jwages /20042 /co39.asp 8/19/2004 YAKIMA County - Effective: 9/1/2004 -- Page 11 of 11 TECHNICIAN TELEVISION TECHNICIAN $21.43 2B 5A TREE TRIMMER $26.32 2B 5A TERRAZZO WORKERS Et TILE SETTERS JOURNEY LEVEL $25.91 2M 5A TILE, MARBLE &t TERRAZZO FINISHERS FINISHER $22.11 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $31.90 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $28.46 2G 61 DUMP TRUCK &t TRAILER $28.46 2G 61 OTHER TRUCKS $28.46 2G 61 TRANSIT MIXER $28.46 2G 61 WELL DRILLERS Et IRRIGATION PUMP INSTALLERS IRRIGATION PUMP $11.15 1 INSTALLER OILER $9.20 1 WELL DRILLER $17.68 1 »4 �E 'NI About Lai I Find a job at Lftl I Informacion en espanol I Site Feedback 11- Cr z 800-547-8367 ;�.�. _ ,, :�washftigtnn © Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of '; r C Washington. Access Agreement I Privacy and security statement I Intended use /external content policy I Staff only Visit access.wa.00v link http: / /www.lni .wa.gov /PrevailingWage /jwages /20042 /co39.asp 8/19/2004 BENEFIT CODE KEY — EFFECTIVE 09 -01 -04 ##. -*. ***** *.. .k.. Mai .says **. *fi*—+} *—**.***.*„ .k+k.*******. ** . ***** *,,************* ** * &********R.**.*%&**** OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF THE HOURLY RATE OF WAGE. WORK PERFORMED ON SUNDAYS SHAL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED ON A HOLIDAY SHALL BE PAID ONE AND ONE -HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED PLUS EIGHT (8) HOURS OF STRAIGHT TIME FOR THE HOLIDAY. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 09 -01 -04 -2- P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 1. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. BENEFIT CODE KEY - EFFECTIVE 09 -01 -04 -9- M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES • 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). O. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R, PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS. V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W, PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, TIANKSGIVING DAY, CI IRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). BENEFIT CODE KEY - EFFECTIVE 09 -01 -04 -4- Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY. (9) C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). 6. H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY: PRESIDENTS' DAY. S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET BENEFIT CODE KEY - EFFECTIVE 09 -01 -04 -5- OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C &13: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. SECTION 6 - TECHNICAL SPECIFICATIONS • Z: \JAN \SPECS \04056- YK.wpd 6-1 September 7, 2004 STANDARD SPECIFICATIONS The 2004 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to DIVISION 1 (Division 1 -99) of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. Z:\JAN \SPECS \04056 - YK.wpd 6 -2 September 7, 2004 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIFICATION INDEX FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056 CONTENTS PAGE NO. WORK SUMMARY 6 -4 1 -01 DEFINITIONS AND TERMS 6 -4 1 -02 BID PROCEDURES AND CONDITIONS 6 -5 1 -03 AWARD AND EXECUTION OF CONTRACT 6 -6 1 -04 SCOPE OF THE WORK 6 -7 1 -05 CONTROL OF WORK 6 -9 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6 -13 1 -08 PROSECUTION AND PROGRESS 6 -16 1 -09 MEASUREMENT AND PAYMENT 6 -20 1 -10 TEMPORARY TRAFFIC CONTROL 6 -27 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 6 -28 4 -04 BALLAST AND CRUSHED SURFACING 6 -29 5 -04 ASPHALT CONCRETE PAVEMENT 6 -29 7 -09 WATER MAINS 6 -31 7 -20 WIPE PIPE INSTAL LATION REQUIREMENTS (NEW SECTION) 6 - Z! \JAN\SPECS \04056- YK.wpd 6 -3 _ September 7. 2004 SPECIAL PROVISIONS FOR CITY OF YAKIMA GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056 WORK SUMMARY GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2059 Slipline approximately 5,330 LF of new 30 -inch diameter HDPE pipe, approximately 1,665 LF of new 18 -inch diameter HDPE pipe, approximately 790 LF of new 16 -inch diameter HDPE pipe, and approximately 430 LF of new 3 -inch HDPE pipe in existing wood stave, ductile iron, and steel pipes. Work includes connection to existing pipes of various materials, new services, valves, surface restoration, and other related improvements. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004, referenced codes and organizations, and these Special Provisions. All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004. NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99. 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 Z: \JAN \SPECS \04056 - YK.wpd 6 -4 September 7, 2004 The terms "Contracting Agency" and "Owner" are interchange- able. Engineer: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 inspector: The Engineer's Resident Engineer who observes the Contrac- tor's performance. Standard Specifications: The 2004 Standard Specifications for Road, Bridge, and Munici- pal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. Working Drawings: Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's informational sheets describ- ing salient features, performance curves, or samples of fabri- cated and manufactured items (including mechanical and electrical equipment) required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) Replace with the following: Each Bidder shall furnish the Owner satisfactory evidence of their competency to perform the proposed work at the time of si ibmitting their bid. Such evidence of competency shall consist of statements made by the Bidder on the Bidder's Data Form included in the Bid Package Section of these Specifications. The Owner may make such investigations as he deems necessary to determine the ability of the Bidder to perform the work, and the Bidder shall furnish to the Owner all such infor- mation and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, a Bidder fails to satisfy the Owner that the Bidder is properly qualified to carry out the obligations of the agreement and to complete the work contemplated therein. 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1 -02.6 PREPARATION OF PROPOSAL Delete the second paragraph and replace with the following: Z:\JAN \SPECS \04056 - YK.wpd 6 -5 September 7, 2004 Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non - responsive. 1 -02.9 DELIVERY OF PROPOSAL Delete the first sentence and replace it with the following: Clearly identified sealed bids will be received at the following location before the specified time: Office of the City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.13 IRREGULAR PROPOSALS SECTION 1 -02.13 of the Standard Specifications is revised as follows: Revise Item 1.a to read, "The bidder is not prequalified when so required;" Add Item 2.e. as follows: e. If changes to proposal form entries are not initialed. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.2 AWARD OF CONTRACT Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency. The Contractor shall submit bids for all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items. 1 -03.3 EXECUTION OF CONTRACT Delete the first sentence in its entirety and replace it with the following: Within 10 working days after the award date, the successful bidder shall return the signed Contracting Agency - prepared Contract, an insurance certification as required by SECTION 1- 07.18, and a satisfactory bond as required by law and SECTION 1 -03.4. Failure to return the required documents within the allotted time shall be considered as non - responsive and shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with SECTION 1 -03.5. Z: \JAN \SPECS \04056 - YK.wpd 6 -6 September 7, 2004 1 -03.4 CONTRACT BOND Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of two years from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Performance Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting • Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Performance Bond shall be in the form of the Performance Bond document bound in these Specifications. 1 -03.7 JUDICIAL REVIEW Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1 -04 SCOPE OF THE WORK 1- 04.1(2) BID ITEMS NOT INCLUDED IN THE PROPOSAL Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifica- tions but no bid item i provided i the Bid S c h e d u l e , then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1 -04.4 CHANGES Add the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual costs of: (1) Labor, including foremen; (2) Materials entering permanently into the work; (3 The a_ r construction I.....+ ...... J equipment �� J I I IC ownership or rental costs UI l.Ul ISu u��wi i plant and during the time of use on the extra work; Z: \JAN \SPECS \04056- YK.wpd 6 -7 September 7, 2004 • (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. 1- 04.4(1) MINOR CHANGES Replace with the following: Payments or credits for changes amounting to $10,000 or less may be made under the bid item "Minor Change." At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in SECTION 1 -04.4, CHANGES. The Contractor will be provided a copy of the completed order for Minor Change. The agreement for the Minor Change will be documented by signature of the Contractor or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Change, the Contractor may protest the order as provided in Section 1- 04.5. Payments or credits will be determined in accordance with Sections 1 -09.4. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. The Contractor is advised that this item may or may not be utilized in this project. 1 -04.6 INCREASED OR DECREASED QUANTITIES Add the following: The quantities of the following Bid Proposal Items are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1 -04.6 shall not apply to the Bid items listed below. Payment will be made at the unit contract price for actual quantities of work completed. All Bid Items 1 -04.11 FINAL CLEANUP Add the following: Z: \JAN \SPECS \04056 - YK.wpd 6 -8 September 7, 2004 Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1 -04.12 WASTE SITE (NEW SECTION) The following new section shall be added to the Standard Specifications: Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Owner, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1 -05 CONTROL OF WORK Add the following: The Contractor's attention is specifically directed to the following provisions of this SECTION 1 -05: • SECTION 1 -05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES; paragraphs 3 through 7. • SECTION 1 -05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1, 3, 4, and 5. • SECTION 1 05=13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRAC TOR: paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section. 1 -05.1 AUTHORITY OF THE ENGINEER Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his Z: \JAN\SPECS \04056- YK.wod 6 -9 September 7. 2004 right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1 -05.3 PLANS AND WORKING DRAWINGS Replace the second, third, and fourth paragraphs of SECTION 1 -05.3 of the Standard Specifica- tions with the following: The Contractor shall submit to the Engineer for review and approval, six copies of all Shop Drawings required in the project documents. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable the Engineer to review the submittal. At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifications. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. Unless otherwise approved by the Engineer, Shop Drawings and samples shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the Shop Drawing, or other means, that he (the Prime Contractor) has checked the Shop Drawing. The Contractor's stamp of approval on the Shop Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Contract Documents. Shop Drawings shall be submitted in sufficient time to allow the Engineer not less than 20 working days for review. The practice of submitting incomplete or unchecked Shop Drawings for the Engineer to correct or finish will not be acceptable, and Shop Drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form. The Engineer will review with reasonable promptness Shop Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions. When the Shop Drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the Shop Drawings may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Shop Drawings or samples for review. No changes shall be made by the Contractor to resubmitted Shop Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Shop Drawings. Z:WAN \SPECS104056- YK.wpd 6 -10 September 7, 2004 Where a Shop Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. 1- 05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall maintain a neatly marked, full-size set of record drawings showing t he final location and layout of all new construction. Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. 1 -05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES Section 1 -05.4 of the Standard Specifications shall be revised as follows: No construction staking is required for this project. 1 -05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contracting A will, at its o cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) The following new section shall be added to the Standard Specifications: If, within two years after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions either correct such work or, if such work has been rejected by the Engineer, remove it from th Project Cite and replace it with non- defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1 -05.7 of the Standard Specifications. The Contractor agrees the above two -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration Z: \JAN \SPECS \04056 - YK.wpd 6 -11 September 7, 2004 of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1- 05.11(1) SUBSTANTIAL COMPLETION DATE (APWA ONLY) Add the following: To be considered substantially complete, the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. 1 -05.16 WATER AND POWER (APWA ONLY) Add the following: Water for construction purposes shall be furnished and applied in accordance with these provisions and SECTION 2 -07 of the Standard Specifications modified as follows: Water Supply: Water for use on the projects shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regulations. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1 -05.18 TESTING (NEW SECTION) The following shall be added to the Standard Specifications: The Contractor shall be responsible for placing all materials as required by the Standard Specifications and these Contract Documents. All materials testing shall be performed by the Ownerto assure compliance with the Specifications. The Contractor shall provide access and equipment (backhoe, etc.) for testing as required. Trench Backfill All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor). Roadway Embankment Roadway embankment compaction shall be as specified in SECTION 2- 03.3(14). Z: \JAN \SPECS \04056 - YK.wpd 6 -12 September 7, 2004 Roadway Subgrade Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Compaction of ballast and crushed surfacing shall be as specified in SECTION 4- 04.3(5). Cement Concrete Curb, Gutter, and Sidewalk Concrete strength cylinders shall be taken and tested as determined by the Owner. Asphalt Paving Compaction of asphalt concrete pavement shall be as specified in SECTION 5- 04.3(10)B. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 LAWS TO BE OBSERVED Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1- 07.9(5) REQUIRED DOCUMENTS Add the following: If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10 -0010 Yak.E. 1- 07.13(3) RELIEF OF RESPONSIBILITY FOR DAMAGE BY PUBLIC TRAFFIC Replace with the following: When it is neneecary for public traffic to utili7e the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction, until final project acceptance. 1 -07.15 TEMPORARY WATER POLLUTION /EROSION CONTROL Replace the second paragraph with the following: Z: \JAN \SPECS \04056 - YK.wpd 6 -13 September 7, 2004 The Contractor shall perform all temporary water pollution /erosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. 1 -07.17 UTILITIES AND SIMILAR FACILITIES Add the following: Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1- 800 - 553 -4344. If no one - number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiar- izing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed con- struction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. No additional compensation will be allowed for potholing or verification of existing utility locations. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) Add the following: Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Yakima, its employees, agents, elected and appointed officials, Huibreqtse, Louman Associates, Inc., and all subcontractors as "additional insureds" and shall stipulate that the policies named thereon cannot be canceled unless at least forty -five (45) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: "Failure to Z: \JAN \SPECS \04056 - YK.wpd 6 -14 September 7, 2004 mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives." 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) CONSTRUCTION UNDER TRAFFIC Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses and residences at all times. Steel plates or other means to provide continuous access in streets and alleyways shall be provided by the Contractor. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1 -07.24 RIGHTS OF WAY (APWA ONLY) Add the following: Some areas of work require access and improvements within private property. The Contrac- tor shall be required to obtain permission and releases from property owners as described in the sixth paragraph of Section 1- 07.24. 1 -07.28 SAFETY STANDARDS (NEW SECTION) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. Th Contracting Agency shall have the ai authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. Z:\JAN \SPECS \04056- YK.wpd 6 -15 September 7, 2004 1 -07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS 1- 08.0(2) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph: The "Schedule of Working Hours" form bound in the Contract and Related Materials section of these Contract Documents shall be executed by the Contractor prior to construction and shall be discussed at the preconstruction conference to formally establish the normal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time the Contractor and /or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1- 08.0(3). 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) Replace with the following: Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1- 08.0(2) HOURS OF WORK, such work shall be considered as overtime work. On all overtime work a Resi- dent Engineer will be present. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time. The Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. 1 -08.1 SUBCONTRACTING Add the following: The Contractor shall submit a "Request to Sublet" form, found on the following page, to the Engineer for review prior to the identified subcontractor beginning any work on the project. Z: \JAN \SPECS \04056- YK.wpd 6 -16 September 7, 2004 afil Washington State Request to Sublet Work Department of Transportation ❑ Subcontractor ❑ Lower Tier Subcontractor rime Contractor Federal Employer I.D. Number * State Contract Number Job Description (Title) Request Number Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number * Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, ID of Corresponding Subcontractor * If no Federal Employer I.D. Number, Use Owner's Social Security Number Item No. Partial Item Description Amount I understand and will insure that the subcontractor will Prime Contractor Signature Date comply fully with the plans and specifications under which this work is being performed. Department of Transportation Use Only Percent of Total Contract ❑ DBE ❑ MBE ❑ WBE This Request % Remarks: Previous Requests `\,_ Sublet to Date %. Project Engineer Date Approved - Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421 - 012 EF Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor Revised 6/97 1 -08.3 PROGRESS SCHEDULE Delete the first paragraph and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. Delete the next to the last sentence of the second paragraph. 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA only) SECTION 1 -08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. The Contractor shall not delay the start of construction activities. The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1- 08.10(1) of the Standard Specifications. Z:WAN \SPECS \04056 - YK.wpd 6 -18 September 7, 2004 1 -08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) Add the following: The Contractor is advised that all GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 1 IMPROVEMENTS required to provide customers with unrestricted irrigation water use shall be completed no later than March 31, 2005. Final paving and other repair work may be completed following March 31, 2005, but shall be completed no later than Aril 15, 2005. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "incle- ment" weather delay day is defined as a day on which the Contractor is prevented by incle- ment weather or conditions resulting immediately therefrom adverse to the current con- trolling operation or critical path activity , as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the con- trolling operation or critical path activity. Delete Item f. found in the APWA Supplement. 1 -08.9 LIQUIDATED DAMAGES The provisions of SECTION 1 -08.9 of the Standard Specifications shall be modified as follows: Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If irrigation system piping improvements are not completed sufficiently to provide unrestricted use by irrigation customers by March 31, 2005, the Contractor agrees to pay the Owner the sum of $1,500.00 per day for each and every calendar day said work remains uncompleted after expiration of the specified date. If all Contract work is not completed by Aril 15, 2005, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1- 08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State of Washington, Department of Transportation" with "Contracting Agency." Z.\ JAMSPECM04056-YK wpd 6 -19 September 7, 2004 1 -09 MEASUREMENT AND PAYMENT 1- 09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES Add the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self - printing scales. Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1 -09.3 SCOPE OF PAYMENT Add the following: Payment for work performed under this Contract will be based on the items listed in the Bid Schedule. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Bid Schedule and the "Payment" clauses found in each Section of the Standard Specifications, the Bid Schedule items will prevail. If work is required to com- plete the project according to the intent of the Plans and Specifications but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1- 09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION) The following new section shall be added to the APWA Supplement: Bid items listed in the Bid Schedule are defined to include, but not necessarily be limited to, the following: 1. The lump sum price bid for "Mobilization" shall be full compensation for all labor, materials, tools, and equipment necessary to mobilize to the project site as defined in the Standard Specifications. Payment will be made in accordance with the Standard Specifications. 2. The lump sum price bid for "Temporary Traffic Control Devices," shall be full compensation for all labor, materials, tools, and equipment necessary to provide traffic control for all project areas, as defined in Section 1 -10 Temporary Traffic Control. 3. The lump sum price bid for "Clearing and Grubbing," shall be full compensation for all labor, materials, tools, and equipment necessary for removal and replacement of fences; removal, protection, and replacement of landscaping including shrubs, bushes, and plants; removal of all surfaces encountered as required to accomplish the construction; removal of deleterious materials found during excavation; and potholing, Z: \JAN \SPECS \04056 - YK.wpd 6 -20 September 7, 2004 including hauling to and disposal at an approved waste site. This item also includes abandonment of existing service valves not designated for replacement, by filling existing valve boxes with crushed surfacing. 4. The lump sum price bid for "Reservoir Drainage System Improvements," shall be full compensation for all labor, materials, tools, and equipment necessary to remove the existing concrete manhole section and lid; modify existing steel access cover; furnish and install new piping, valve, supports, and fittings; furnish and install new PVC piping, valve, and fittings; excavation, dewatering, backfill, and compaction, all as shown on the Plans and specified herein. 5. The unit price bid for "Pipe Cleaning and Inspection for Pipes -Inch Diameter," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to locate, inspect, and clean existing irrigation pipes including, but not necessarily limited to, cleaning all sand, silt, gravel, or other material from existing irrigation mains; de- rooting; removal and disposal of debris; providing televised pipe inspection; and providing a VHS tape recording and log of the inspection for review by the Owner. 6. The unit price bid for "Obstruction Removal," per each, shall be full compensation for all labor, materials, tools, and equipment for removal of all pipe obstructions that cannot to be removed through cleaning efforts and will prevent the sliplining process, including existing service connections from existing irrigation pipe work including, but not necessarily limited to, locating obstructions, excavation, dewatering, cutting existing piping of whatever the nature of material encountered, removal and disposal of pipe obstruction, and backfill and compaction. If the obstruction occurs at a location where a new service is to be installed, then no measurement will be made for this bid item, and all work shall be paid under the bid item "Service Saddle," per each. No additional payment shall be made for removal of more than one obstruction if located w ithin th s excavation area. 7. The unit price bid for "Access Pit for Pipes -Inch Diameter," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to construct launching and receiving access pits and prepare for insertion . of liner pipe, including, but not necessarily limited to, sawcutting, excavation, dewatering, removal and disposal of existing pipe and materials, all equipment, equipment set -up and removal, temporary closures and reinstatements of the pit, connection of new piping, backfill, and compaction. 8. The unit price bid for "Shoring or Extra Excavation, Class B," per lump sum, shall be full compensation for all labor, equipment, tools, and materials required to construct the shoring, cofferdam, or caisson including excavation, installation and removal of the shoring, backfilling, and compaction, all as shown on the Drawings and as specified herein When e excav a tion i t i sed by the Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit price bid shall be full pay for all additional excavation, backfill, compaction, and other work required. If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Z•\ JAN SPECS\O4O56_YK wp t 6 -21 September 7, 2004 9. The unit price bid for "Slipline 3 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials, fl- inch diameter and larger, including, but not necessarily limited to, pipe, fittings, fusing equipment, technical service, connections to new and existing piping, and testing. 10. The unit price bid for "Slipline 16 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials, 18- inch diameter and larger, including, but not necessarily limited to, pipe, fittings, fusing equipment, technical service, connections to new and existing piping, and testing. 11. The unit price bid for "Slipline 18 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials, 20- inch diameter and larger, including, but not necessarily limited to, pipe, fittings, fusing equipment, technical service, connections to new and existing piping, and testing. 12. The unit price bid for "Slipline 30 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials, 34- inch diameter and larger, including, but not necessarily limited to, pipe, fittings, fusing equipment, technical service, connections to new and existing piping, and testing. 13. The unit price bid for "Access Port for 30 -Inch HDPE Pipe," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new access port in the new 30 -inch HDPE piping including, but not necessarily limited to, excavation, dewatering, pipe, fittings, fusing equipment, technical services, connection to piping, backfill, and compaction, as shown on the Plans. 14. The unit price bid for "Access Vault," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install a new bottomless concrete vault, vault cover, and access hatch at access port locations including, but not necessarily limited to, excavation, dewatering, verification of final vault dimensions to fit varied access port locations, granular base, backfill, and compaction. 15. The unit price bid for "Air Relief Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the air relief valve in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 16. The unit price bid for " -Inch Gate Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the gate valve in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 17. The unit price bid for "Service Saddle," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service saddle including, but not necessarily limited to, excavation, dewatering, preparation and fusion connection to the HDPE irrigation main, fusing equipment, technical service, sealing the remaining annulus between the new pipe and existing irrigation main, connection to the new service lateral, backfill, and compaction. Z: \JAN \SPECS \04056 - YK.wpd 6 -22 September 7, 2004 18. The unit price bid for "Service Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service valve (with high lever handle where required) in place including, but not necessarily limited to excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 19. The unit price bid for "Service Riser," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service riser in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 20. The unit price bid for "Type 1 Valve Box," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new cast iron valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, and compaction, as shown on the Plans. 21. The unit price bid for "Type 2 Valve Box," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new PVC valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, and compaction, as shown on the Plans. 22. The unit price bid for "Service Lateral," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install 3/4 -Inch irrigation service pipe including, but not necessarily limited to, excavation, dewatering, removal and disposal of existing service valve and piping, protection of existing service piping from the customer valve to private property, connection to new and existing service lines, backfill, and compaction. 23. The unit price bid for "Asphalt Pavement Repair, Type ," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, sawcutting, removal and disposal of existing asphalt concrete surfacing from public or private property, placing asphalt, compacting, trimming, sloping, backfill, tack coat, or any other work required to complete the work, in place. This item also includes furnishing, installing, and maintaining cold mix asphalt on a temporary basis until hot mix asphalt becomes available. 24. The unit price bid for "Gravel Surface Repair," per square yard, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install the material to the compacted depths shown on the Plans including, but not necessarily limited to, surface preparation; placing aggregate; spreading, shaping, watering, and comp and any oth work required to co mpl e t e thr w ork in place 25. The unit price bid for "Sodded Lawn Repair," per square yard, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install new sod, including, but not necessarily limited to, finished grading, surface preparation, fertilizing, placing sod, and monitoring the newly placed sod area for three weeks fol- lowing completion. Z•\ AMSPECS 0405a_vk w pd 6 -23 September 7.2004 26. The unit price bid for "Concrete Slab, - Inch," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new concrete slab including, but not necessarily limited to, removal and disposal of existing concrete surfacing from public or private property, surface preparation, placement of aggregate base, placement of cement concrete, finishing, jointing, and curing. 27. The unit price bid for "Crushed Surfacing Top Course," per ton, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install the aggregate material under new pavement repair areas, and for pipe bedding including aggregate materials, placing, watering, and compacting, at locations shown on the Plans, and as directed by the Owner. 28 The unit price bid for "Select Backfill," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install imported crushed rock material for trench backfill in roads and alleyways, at locations shown on the Plans, and as directed by the Engineer including, but not limited to, placement and com- paction. 29. For the bid item "Minor Change," refer to Section 1- 04.4(1) Minor Changes of the Technical Specifications. 1 -09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." 1 -09.9 PAYMENTS (APWA ONLY) Add the following: The estimate cutoff date discussed above shall be the last working day of each month. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency. Payment to the Contractor will be made within approximately 30 calendar days from said recommendation. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for Z:WAN \ SPECS \04056- YK.wpd 6 -24 September 7, 2004 each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1- 08 Prosecution and Progress before the first payment is made. 1- 09.9(1) RETAINAGE Delete the last sentence of the second paragraph. A retainage bond will not be accepted. Add the following to the fourth paragraph: 5. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1- 09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS (NEW SECTION) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to ROW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, fnr purposes not connected with the Work (Section 1- 05.6). 4. Landscape damage assessments per Section 1- 07.16. 5. Private property owner disputes requiring corrective action. 6. For overtime work performed by Contracting Agency personnel or its repre- sentative, per Section 1- 08.0(3). 7. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1 - 08.9 Liquidated Damage; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set f in Contract Dori mentc multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 8. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1 -05.5. Z: \JAN \SPECS \04056- YK.wpd 6 -25 September 7, 2004 c. Failure of the Contractor to correct defective or unauthorized work (Section 1- 05.7). d. Failure of the Contractor to furnish a Manufacturer's Certificate of Com- pliance in lieu of material testing and inspection as required by Section 1- 06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1 -07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period: 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contact. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15- day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1 -8 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. 1- 09.9(3) FINAL PAYMENT (NEW SECTION) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, Z: \JAN \SPECS \04056 - YK.wpd 6 -26 September 7, 2004 including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1 -09.11 DISPUTES AND CLAIMS 1- 09.11(3) TIME LIMITATIONS AND JURISDICTION Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington. 1- 09.13(3)A ADMINISTRATION OF ARBITRATION Change the first sentence of the third paragraph to read "... rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency is located." 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.2(2) TRAFFIC CONTROL PLANS Delete the entire section and replace with the following: The Contractor shall prepare a signing plan showing the necessary Class A and B con- struction signing and barricades and traffic control devices required for the project and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the MUTCD without modification, the Contractor may reference the applicable MUTCD figure at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum l of t mus b s p eci fi e d b th C The signing plan prepared by the Contractor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. All t. d by the Contractor ' tion of t T Control Plan, including any HII costs incurred t V Uy the I�UIIU QI.WI in preparation of the Traffic Control I loll, including a�i revisions required by the Engineer after review, shall be included in the unit contract prices for "Temporary Traffic Control Devices," per lump sum. 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1- 10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: 7d AN SPECS\O4O56 -vu w pd 6-27 September 7, 2004 • All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the WSDOT, City, or County, shall be furnished by the Contractor. The last two sentences of the first paragraph are deleted. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and 1 -10.5 PAYMENT Section 1 -10.5 shall be revised as follows: Class A and Class B construction signs and labor for traffic control, including flagging when necessary, shall be considered incidental to the Contract bid item for "Temporary Traffic Control Devices," per lump sum. All costs for furnishing, erecting, and maintaining Class A and Class B construction signs and for providing traffic control labor shall be included in the Contract bid item "Temporary Traffic Control Devices," per lump sum, and no further payment for such work will be made. 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 DESCRIPTION Add the following: The Contractor may be required to clear and grub beyond the right of way line, where specifically directed by the Engineer, to remove trees, stumps, shrubs, plants, or other items which by proximity would interfere with the construction or endanger the system. All work beyond the right of way line shall be coordinated with affected property owner(s) per Section 1 -07.24 (APWA), sixth paragraph. The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all fences, mail boxes, small trees, shrubs, plants, street signs, culverts, irrigation facilities, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. 2- 01.3(5) FENCING (NEW SECTION) Add the following new section: The Contractor shall be required to carefully remove all existing fencing located within or near the proposed alignments. All fencing materials to be removed and replaced shall be temporarily placed on the adjacent properties or stored as directed by the Engineer. The Z: \JAN \SPECS \04056 - YK.wpd 6-28 September 7, 2004 removal and replacement of all fencing shall be coordinated with the adjacent property owner and done at the Contractor's expense. Any fencing that is to be reset shall be relocated and reset by the Contractor along the property lines or as directed by the Engineer. Unless provided for otherwise, the necessary work to restore and reinstall the fencing shall be considered incidental and all costs for performing this work shall be included in the lump sum bid item for "Clearing and Grubbing." 2 -01.5 PAYMENT Add the following: There will be no bid item for "Roadside Cleanup." All roadside cleanup work shall be con- sidered incidental to the lump sum item of "Clearing and Grubbing." 4 -04 BALLAST AND CRUSHED SURFACING 4- 04.3(5) SHAPING AND COMPACTION Add the following: Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when he is ready for in -place ballast, base course, or top course density tests. All costs associated with failed tests shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. 5 -04 ASPHALT CONCRETE PAVEMENT 5 -04.1 DESCRIPTION Add the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to th su b g ra d l e , The Contractor will be required to patch existing street surfaces which are to remain, where utility trenches were excavated and backfilled prior to or along with this project. The Contractor shall be required to furnish, install, and maintain cold mix asphalt pavement at all pavement repair locations until or unless Hot Mix Asphalt is available. No area requiring pavement repair shall remain unpaved for more than 5 working days following the initial t: otherwise by the Engineer. excavation, unless VU IGI VVIJe directed by the LI Igll leer. Asphalt concrete surfaces shall be so constructed that the finished pavement will conform to existing adjacent elevations and the cross - section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. 5 -04.2 MATERIALS Add the following: Z : \JA \SPECS\0405a_vlt ..,pd 6 -29 September 7, 2004 Hot Mix Asphalt used on this project shall be HMA Class 1 /2' PG 64 -28 conforming to the provisions of Section 5 -04 of the Standard Specifications. 5- 04.3(2) HAULING EQUIPMENT Add the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous asphalt concrete paving operation at proper asphalt concrete mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5- 04.3(7)A MIX DESIGN Add the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Standard Operating Procedure 732, to the Engineer for approval at least 5 working days prior to any paving operation. 5- 04.3(10)B CONTROL Add the following: Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density. 5- 04.3(13) SURFACE SMOOTHNESS Add the following: Where directed by the Engineer, the Contractor shall feather the asphalt concrete pavement in a manner to produce a smooth - riding connection to the existing pavement. HMA Class' /2' PG 64 -28 shall be utilized in the construction of the feathered connections to existing pavement. All costs and expenses in connection with providing, placing, and feathering the asphalt concrete pavement shall be incidental to and included in the unit contract price per square yard for "Asphalt Pavement Repair, Type 5- 04.3(15) ASPHALT CONCRETE APPROACHES Add the following: Along the line of new work, it may be necessary to partially remove existing asphalt concrete driveways or other paved off- street areas. These driveways will then be modified and reconstructed to fit the curb and sidewalk grade and to blend into the remaining driveway. Before excavating, these areas shall be cut or scored with an approved pavement cutter, such as a concrete saw. Before patching, all edges and joints shall be neatly trimmed to uniform line, parallel to the curb where possible. Z: \JAN \SPECS \04056 - YK.wpd 6 -30 September 7, 2004 The asphalt concrete driveways shall be constructed of asphalt concrete as specified in Section 5 -04.2 of the Standard Specifications. 5 -04.5 PAYMENT Measurement and payment shall be per SECTION 1- 09.3(1) Description of Bid Items 7 -09 WATER MAINS 7 -09.1 DESCRIPTION Add the following: This work shall consist of constructing HOPE irrigation lines in accordance with the Plans and Specifications. 7- 09.1(1)C GRAVEL BACKFILL FOR PIPE ZONE BEDDING Add the following: Imported pipe zone bedding for flexible pipes shall be crushed surfacing top course meeting the requirements of section 9- 03.9(3), and shall be placed and compacted in layers as designated by the Engineer. Pipe zone bedding for rigid pipes shall be native or imported gravel bedding material meeting the requirements of SECTION 9- 03.12(3), or as approved by the Engineer. 7- 09.1(1)E TRENCH BACKFILL Add the following: Imported select backfill, where directed by the Engineer, shall be crushed gravel, placed and compacted in layers. The crushed gravel bedding shall conform to crushed surfacing base course meeting the requirements of SECTION 9- 03.9(3), or as approved by the Engineer. 7 -09.2 MATERIALS Revise this section as follows: Bedding Materials (Flexible Pipes) .................. 9- 03.9(3) Top Course Bedding Materials (Rigid Pipes) .................... 9- 03.12(3) Gravel Backfill Imported Select Backfill .......................... 9- 03.9(3) Base Course 7- 09.3(9) BEDDING THE PIPE The first sentence shall be replaced with the following: Bedding material shall be imported pipe bedding meeting the requirements of SECTION 7- 09.2 of these Special Provisions. Z: \JAN \SPECS \04056- YK.wpd 6 -31 September 7, 2004 7- 09.3(10) BACKFILLING TRENCHES Add the following: Street crossing trenches and other locations as directed by the Engineer shall be backfilled for the full depth of the trench with imported select backfill meeting the requirements of SECTION 7 -09.2 of these Special Provisions. 7- 09.3(11) COMPACTION OF BACKFILL Delete the first paragraph and add the following: Mechanical compaction shall be required for all trenches. The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. The density of the compacted material shall be at least 95% of the maximum density as determined by ASTM D 698 Tests (Standard Proctor). The Contractor shall notify the Engineer when they are ready for in -place density tests of the trench line. Density tests shall be taken by the Owner at various depths in the trench, as required. The Contractor shall provide a backhoe and operator for the excavation and backfill of test holes. The cost of the backhoe and operator shall be considered incidental to the other bid items. All costs associated with failed tests shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements have been met. The first five (5) trench backfill operations shall be considered a test section for the Contractor to demonstrate his backfilling and compaction techniques. The Contractor shall notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations and the Owner will arrange for in -place density tests to be taken on the completed test section in accordance with the above requirements. No further trenching will be allowed until the specified density is achieved in the test section. Passing in -place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. 7 -09.4 MEASUREMENT Supplement this section with the following: There will be no separate measurement or payment for dewatering operations by the Contractor. All costs associated with dewatering operations shall be included in the various bid items associated with the work. 7 -09.5 PAYMENT Payment shall be per Section 1- 09.3(1) Description of Bid Items Z:\JAN \SPECS \04056 - YK.wpd 6 -32 September 7, 2004 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 7 -20.1 DESCRIPTION The intent of this Specification is to provide general requirements for the rehabilitation of the existing irrigation system piping with new HDPE piping. These Specifications are intended to be performance specifications that describe the ultimate function to be achieved, that is the rehabilitation of the existing irrigation system piping to provide leakproof, pressurized irrigation service. Therefore, the precise materials and the methods outlined are not described in detail in the following Sections. 7 -20.2 MATERIALS High Density Polyethylene Pipe (HDPE) shall be extra high molecular weight, high density ethylene /hexane copolymer, PE 3408 polyethylene resin. The Standard Dimension Ratio (SDR) shall be 26 for pipe sizes 12 -inch diameter and larger, and SDR 11 for pipe sizes 6 -inch diameter and smaller. Pipe material shall be provided in straight segments and no coiled pipe will be allowed. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these Specifications. The certificate shall state the specific resin used, its source, and list its compliance with these Specifications. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties throughout. • During extrusion production, the HDPE pipe shall be continuously marked with durable printing including (but not limited to) nominal size, dimension ratio, pressure rating, type (trade name), material classification, certification base and date. Polyethylene fittings shall comply with all appropriate requirements of AWWA C901, AWWA C906, or CSA B137.1. Socket type fittings shall comply with ASTM D2683. Butt fusion fittings shall comply with ASTM D3261. Electrofusion fittings shall comply with ASTM F1055. Fabricated fittings shall be designed and manufactured to be as strong or stronger than the pipe to which the fittings will be joined. Mechanical fittings shall be approved only after submission of appropriate test data and service histories indicating their acceptability for the intended service. In all cases, the Speci- fications and requirements for the fittings supplied shall comply with the appropriate sections of AWWA C901, AWWA C906, or CSA B137.1. 7- 20.2(1) HANDLING OF HDPE PIPE The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to ensure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe Z:WAN \SPECS \04056 - YK.wpd 6 -33 September 7, 2004 manufacturer's recommendations. The handling of pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed or the section of pipe rejected. 7 -20.3 CONSTRUCTION REQUIREMENTS 7- 20.3(1) PREPARATION OF EXISTING LINES It shall be the responsibility of the Contractor to clean and clear the existing irrigation lines of obstructions, solids, roots, collapsed pipe, or any other impediment or material which prevents proper insertion of the sliplining pipe. If inspection reveals an obstruction that is not at the location of an access pit or new service connection, the Contractor shall make an excavation to expose and remove or repair the obstruction. Such excavation shall be approved by the Owner prior to the commencement of the work. 7- 20.3(1)A CLEANING EXISTING PIPE The Contractor shall be required to furnish all labor, equipment, appliances, and materials necessary for cleaning the irrigation system pipes including the removal of all debris, solids, roots, sand, rock, etc., from the existing irrigation lines. The existing irrigation mains shall be cleaned using mechanical, hydraulically - propelled, and /or high velocity cleaning equipment. The cleaning process shall remove all debris from each irrigation main segment. All cleaning equipment and devices shall be operated by experienced personnel. Satis- factory precautions shall be taken to protect the irrigation mains from damage that might be inflicted by the improper use of the cleaning process equipment. The Contractor shall be responsible for collection and disposal of all materials collected or accumulated during the cleaning process and shall comply with all Federal, State, and local environmental and anti - pollution laws, ordinances, codes, and regulations. Under no circumstances shall materials generated from pipe cleaning activity be improperly disposed, dumped onto streets or ditches, catch basins, storm drains, or sanitary sewers. The Contractor shall be required to demonstrate the performance capabilities of the cleaning equipment proposed for use on the project. If the results obtained by the proposed pipe cleaning equipment are not satisfactory, the Contractor shall use different equipment and /or attachments, as required, to meet the specifications. 7- 20.3(1)B INSPECT EXISTING PIPE The Contractor shall be required to furnish all labor, materials, and equipment necessary for television inspection and videotaping operations. The Contractor shall provide a videotape and logs of the televised inspection for review. If the Contractor provides a videotape of such poor quality that it cannot be properly evaluated, the Contractor shall re- televise as necessary and provide a tape of good quality at no additional cost to the Owner. The television unit shall have the capability of displaying in color, on VHS videotape, pipe inspection observations such as pipe defects, sags, points of root intrusion, offset joints, service connection Z: \JAN \SPECS \04056 - YK.wpd 6 -34 September 7, 2004 locations, and any other relevant physical attributes. Each tape shall be permanently labeled with the following: project name; date of television inspection; location and size of irrigation main; street/easement location; name of Contractor; date tape submitted; and tape number. The Contractor shall provide a line diagram area sketch and written log for each completed segment of videotaped irrigation main describing the section being televised, camera direction, position of service connections, description and location of failures, pipe type and condition, weather conditions, and other significant observations. The television inspection equipment shall have an accurate footage counter which displays on the monitor the exact distance of the camera from the center of the starting point. A camera with rotating and panning lens capabilities is required. The camera height shall be centered in the conduit being televised. The speed of the camera through the conduit shall not exceed 40 feet per minute. There may be occasions during televised inspection when the camera will be unable to pass an obstruction. At that time, and prior to proceeding, the Contractor shall contact the Owner's project observer. If the length of irrigation main cannot be televised due to obstruction, the Contractor shall clean the system as is necessary. If, in the opinion of the Owner's project observer, the obstruction is attributed to blockage non - removable by cleaning, televising shall be suspended, payment shall be made based on the actual televised length, and the remaining televising of irrigation piping shall be continued upon successful correction of the blockage by the Contractor. No additional payment shall be made for additional setups required due to obstructions encountered during televising. No separate payment will be made for any excavations or any other method which may be required to retrieve video equipment that may have been hung up, destroyed, and /or lost during the operation. 7- 20.3(1)C OBSTRUCTION REMOVAL The Contractor shall be required to remove in entirety all full and partial obstructions discovered during the cleaning and televising work, including existing service connections, prior to sliplining work. At existing service connections, the Contractor shall excavate and remove the existing service connections from the existing irrigation main. If a new service connection is proposed for the location, the Contractor shall remove a minimum two (2) foot section of the existing main, centered on the location of the proposed service connection. Blockages and obstructions shall be removed using non - intrusive methods where possible. If the blockage or obstruction cannot be removed using non - intrusive methods, the Contractor shall excavate and remove the blockage. The Contractor shall notify the Engineer and receive approval prior to beginning excavation for blockage. 7- 20.3(2) INSTALLING HDPE PIPE 7- 20.3(2)A JOINING HDPE PIPE Sections of polyethylene pipe shall be joined into continuous lengths on the job site, above ground. The joining method shall be butt fusion and shall be performed in strict conformance with the pipe manufacturer's recommendations and ASTM -F -585. The butt fusion equipment used in the joining process shall be capable of meeting all conditions recommended by the pipe manufacturer, Z•UAN \SPECS \04056- YK.wod 6 -35 September 7, 2004 including, but not limited to, temperature requirements of 400° F and interface fusion pressure of 75 psi. Threaded or solvent- cement joints and connections are not permitted. The Contractor shall be responsible to verify the fusion equipment is in good working order and the operator has been trained within the past twelve months. The fusion equipment shall be equipped with a Datalogger for recording heater temperature and fusion pressure. All fused joints shall be watertight and shall have a tensile strength equal to that of the pipe. All joints are subject to acceptance by the Owner prior to insertion. All defective joints shall be cut out and replaced at no additional cost to the City. 7- 20.3(2)B SLIPLINING WITH HDPE PIPE Sliplining shall be accomplished with a power winch and steel cable connected to the end of the liner by use of an appropriate pulling head. During insertion of the new HDPE pipe, precautions should be taken to protect the liner pipe as it is pulled into the existing irrigation main piping. Any cuts, gouges, or scrapes equal to 10% of the liner wall thickness shall be cause for rejection of that portion of the liner pipe. Once the insertion is initiated, the pull shall be completed without interruption. At the Contractor's option, as recommended by the pipe manufacturer, the liner pipe may be pushed into position, or a combination of pushing and pulling techniques may be used to insert the liner. The manufacturer's recommendations shall be followed regarding relaxation and thermal equilibrium of the liner prior to terminal and service connections, but shall not be less than 2 hours. Following the required time, terminal and service connections may be made, the annulus of the existing pipes shall be sealed, and backfilling of open pits may be completed. 7- 20.3(2)C WINCHING The winch shall be of the constant load type but shall be fit with a direct reading load gauge to measure the winching load. At the end of each day's winching, the Contractor shall provide the Owner with copies of the forces recorded in winching at the start of any pull and during the pull at increments of 50 feet of winching distance and at any restart after temporary stops. The winch shall be fitted with a device to automatically disengage when the load exceeds a preset maximum load to be approved by the Owner. Under no circumstances will the pipe be stressed beyond its elastic limit. The Contractor shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points. The winch, cable, and cable drum shall be provided with safety cage and supports so it may be operated safely without injury to persons or property. The Contractor shall provide a system of guide pulleys and bracings at each access pit to minimize cable contact with the existing irrigation piping. The nose cone at the head of the slipline pipe shall be fitted with a swivel attachment to prevent or minimize the twist transmission between the winch cable and the nose cone. Z: \JAN \SPECS \04056- YK.wpd 6 -36 September 7, 2004 The excavation supports at the launch site shall remain completely separate from the pipe support system and must be so designed that neither the pipe nor the winch cable is in contact with them. Lubrication to ease the pull shall be as recommended by the HDPE pipe manufacturer, shall not be harmful to piping materials, and shall be approved by the Owner. 7- 20.3(2)D INSERTION OR ACCESS PITS The Contractor shall construct insertion or access pits at locations which maximize pulling distances and directions, and which minimize disruption to traffic and impacts to adjacent properties. Proposed access pit locations are shown on the Plans for the Contractor's consideration. The final number and location of insertion or access pits shall be proposed by the Contractor and approved by the Owner prior to excavation. The length of the access pit shall be a minimum of 12 times the diameter of the liner plus the sloping ends of the pit. The ends of the pit shall be sloped at a minimum of 2.5 to 1 slope from the ground surface to the top of the existing irrigation main. The sides of the pit shall be properly braced per local, state, and federal regulations. The width of the access pit shall be a minimum of the outside diameter of the existing irrigation main plus 12 inches. The access pit shall allow insertion of continuous pipe length without bending to a smaller radius of curvature than permissible by the manufacturer. The top of the existing irrigation main shall be exposed to the spring line and the crown of the pipe shall be removed for the full length of the insertion pit. Care shall be taken not to disturb the bottom portion of the existing irrigation main. In addition, the top of the pipe length to be inserted shall be protected from damage at the entry into the pipe to be sliplined. 7- 20.3(2)E SERVICE CONNECTIONS New irrigation service connections shall h be made at locations a sh on the Plans or as ��ev� �rnga.�o� � see ��.,e .,�� �� �,,��,�„s s„a ue ma..., at otherwise directed by the Owner. All existing and new service connections shall be identified and located prior to pipe rehabilitation work. All existing service connections shall be removed in entirety from the existing main and all locations requiring new service connection shall be prepared by removing a minimum of a two (2) foot section of the existing main, centered on the location of the proposed service connection, prior to the pipe rehabilitation work. The Contractor shall allow a sufficient pipe relaxation period, as recommended by the pipe manufacturer, but not less than 2 hours, following the insertion of the HDPE liner prior to completing new service connections. Service connections shall be made by fusion of service saddles onto the new HDPE irrigation pipe. Service saddles shall provide a 3/4 -inch service and shall match the size and type of pipe of the new irrigation main. A mechanical- assist tool shall be used to fuse saddles to new irrigation pipe and all fusing shall be done in strict accordance with the pipe ma nuf a cturer's recommendations. Following sufficient cooling time, all service connections shall be tested by the Contractor and approved by the Owner prior to backfilling operations. 7- 20.3(2)F LEAK TESTING Take all necessary precautions to ensure the safety of persons and property while conducting leak tests. 7-\JAN\SPECS\O4O56 -YK wpd 6 -37 September 7, 2004 All irrigation mains and service connections shall be tested in sections of convenient length using low pressure air test for non - air - permeable materials, as specified in Section 7- 17.3(2)F of the Standard Specifications. All pumps, gauges, fittings, miscellaneous hose and piping, and measuring equipment necessary for performing all tests shall be furnished and operated by the Contractor. 7 -20.4 MEASUREMENT AND PAYMENT Measurement and payment shall be per Section 1- 09.3(1) Description of Bid Items. • Z: \JAN \SPECS \04056- YK.wpd 6 -38 September 7, 2004 N W , E ___. ,„„, ' T CITY OF YAKIMA ,,,..„ .,.., GENERAL 308 IRRIGATION SYSTEM -.--,---- o � WASHINGTON / � PHASE 2 / STAGE 1 IMPROVEMENTS 4 i W YAKIMA / 0 a -1 7, . 2 U, 0 , * 000,--, SHEET INDEX 0 0 N U SHEET 1 COVER SHEET & S HEET 2 OVERALL PLAN & GENERAL NOTES SHEET 3 -5 AERIAL PHOTOGRAPHS SHEET 6 -12 PLAN SHEETS SHEET 13 -14 AERIAL PHOTOGRAPHS STATE MAP SHEET 15 -18 PLAN SHEETS S HEET 19 -20 DE TAILS LEGEND CITY PROJE N O. I R2059 Y Q } EXISTING FEATURES NEW FEATURES H LA PROJECT NO. 04 0 5 6 ° } I- 15 (SIZE, TYPE) SEPTEMBER 2004 IRRIGATION MAIN • • STEEL POLE/BOLLARD ® NEW IRRIGATION LINE — • — • — • — • — • — • — w GAS LINE G a PULL BOX ❑ IRRIGATION VALVE C U SANITARY SEWER s w STREET LIGHT o--* DOMESTIC WATER • • WATER METER STORM DRAIN a m GAS METER CULVERT -U-------------°-r —U IRRIGATION • • TRAFFIC SIGNAL ❑--® re U FIBER OPTICS FO HOSE BIB re CONTACT INFORMATION gt se L onnian A I. 0 UNDERGROUND POWER ( E CLEANOUT O nc a FENCE x x MAILBOX H IRRIGATION VALVE ® WATER METER e CITY OF YAKIMA , [ CIVIL ENGINEERING • LAND SURVEYING • PLANNING UTILITY POLE - WATER METER MIKE SHANE 576 -6480 w MANHOLE 0 DECIDUOUS TREE TERRY WAKEFIELD 575 -6194 - 0 CATCH BASIN �/ 801 North 39th Avenue Yaki WA 98902 EVERGREEN ARE HYDRANT ■ TREE '� PROJECT ENGINEER w WATER VALVE m SCRUB/HEDGE 0 MICHAEL T. BATTLE, PE 966 -7000 (509) 966 -7000 + FAX (509) 965 -3800 W a a z 0 AL a 0 e * 0 eo T JOB NUMBER: 04056 DATE: M 09 -02 -04 I > Associates, Hnibregtse, Lowman Associates Inc. - � Is.: t 8q .� FILE NAMES: ' CITY O F YAKIMA SHEET `� • CIVIL ENGINEERING •LAND SURVEYING •PLANNING * �� DRAWING: SHEETS.dwg GENERAL 308 IRRIGATION SYSTEM 801 North 39th. Avenue .Yakima, WA 98902 �� 31:72 O F x PHASE 2 / STAGE 1 IMPROVEMENTS O. (509) 966 - 7000 +FAX (509) 965 -3800 14 /ON& 0 ,17A1 DESIGNED BY: MID W COVER SHEET 20 I EXPIRE! y.... 2, 2004 BY REVISION DATE ENTERED BY: EPC R- GENERAL NOTES N i 1. THE CONSTRUCTION DRAWINGS PROVIDE ONLY SCHEMATIC AND APPROXIMATE INFORMATION ` REGARDING THE EXTENT AND LOCATION OF NEW AND EXISTING IRRIGATION SYSTEM COMPONENTS. W E � ` CARREL D LIMITED TOPOGRAPHIC SURVEY HAS BEEN CONDUCTED. EXISTING PUBLIC AND PRIVATE IMPROVEMENTS; W GENERAL 308 SYSTEM STORM DRAINS AND CULVERTS; ASPHALT, CONCRETE, AND GRAVEL SURFACES; ROCKERIES, RESERVOIR RETAINING WALLS, FENCES, AND GATES; SHEDS, SHELTERS, DECKS, PATIOS, WOODPILES, GARBAGE S F HAVEN RD CANS, AND OTHER MISCELLANEOUS ITEMS; VEGETATION AND TREES; AND PARKED VEHICLES, RV'S, AND BOATS, ETC. ARE NOT INDICATED ON THE DRAWINGS BUT ARE PRESENT THROUGHOUT THE clrv LlMlrs PROJECT AREA, IN AND ADJACENT TO THE RIGHT OF WAY. AERIAL PHOTOS ARE PROVIDED IN THE PLANS FOR GENERAL INFORMATION, ALTHOUGH ACTUAL FIELD CONDITIONS HAVE CHANGED I 0 50 100 200 SINCE THE DATE OF THE PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE P.P. &L. FRUITVALE CANAL 1111111■11111 ..-' - crj EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE . I THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE / 44: STANDARD SPECIFICATIONS. ALL DISTURBANCE, REMOVAL, REPLACEMENT, AND RESTORATION OF ��`�\ ., , / GORDON RD EXISTING FEATURES SHALL BE COMPLETED BY THE CONTRACTOR. Sh -�"� ' PLANS FOR TAC O EPAIR SUR REPAIR LOCATI S E D I FOR SPECFIC '? I � , � y f � . r mo REPAIRS AND OVERALL QUANTITIES CALCULATED. REPAIR QUANTITIES IN THE BID SUMMARY ARE - 1 �" "' / ' APPROXIMATE, AND ALL FINAL REPAIR TYPES SHALL BE DIRECTED BY THE ENGI e O �` \��� R 12 '� — % � iii Q 3. ANY DAMAGE TO PUBLIC U TILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE • CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS SHALL O c. r _ �, F 1 0_ 111 �� w BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IN A TIMELY MANNER TO THE o I *Ott._ `-- P R OJ C �� • w_ SATISFACTION OF THE DAMAGED PARTY. _ _ RO z ■ co 4. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION REQUEST CENTER NOT LESS A'., > �T / in THAN 72 HOURS NOR MORE THAN 10 BUSINESS DAYS BEFORE ANY EXCAVATION, TO REQUEST g O /'�'f ±�� { = EN -T N 0 FIELD LOCATIONS OF UTILITIES. THE TELEPHONE NUMBER FOR THE ONE CALL CENTER FOR THIS PROJECT IS 1- 800 - 424 -5555. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY RIVER RD = w w w w RIVER RD > zz . -- I „ . k la PERTINENT LOCATIONS A ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT � 0 I > I' I 0 POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY = / w � ■ < `O j > z Z M ADISON AVE S Z E J ST U irr THE ENGINEER IMMEDIATELY WHERE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH PROJECT CY I y IMPROVEMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR POTHOLING OR a j , . W J ST fO VERIFICATION OF EXISTING UTILITY LOCATIONS. $ o _ • _ E I ST 5. ALL CONSTRUCTION ON SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD ITO j SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED D 1HE I � WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND THE AMERICAN PUBLIC ( ) AND THE SPECIAL PROVISIONS OF THE CITY OF YAKIMA. lirr 4 00 1111. . CA STLE NJ ALE RD z a ,� z FRUITVALE :LVD MEM o WORKS ASSOCIATION (APWA) > 11111. w a F. GA RR !NISI/ 6. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE. NO BURNING WILL BE ALLOWED. 'w �� ¢ KERN RD z wi wILLOwsr •__ - .-■�',, THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN WASTE DISPOSAL SITE J = z .. z AT HIS OWN EXPENSE FOR THE DISPOSAL OF ALL UNSUITABLE MATERIAL, ASPHALT, CONCRETE, : 0 1 °p II wz DEBRIS, WASTE MATERIAL, AND ANY O HER OBJECTIONABLE MATERIAL WHICH IS DIRECTED TO � I w v �'�c Q �t , . > a t, WASTE. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS �� a ' , R SF z JEROMEAVE j ■� JEROME AVE , Ns. . oili �� , �• REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC 173 -304, SUBCHAPTER 461. .- e = O 1 G F ;Mt . N © • 7. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR � RVavE z � z E WOO AVE z 4'0 p w FAIRBANKS ®M CONTROLLING ON -SITE EROSION DUE TO WIND AND RUNOFF. DDUGLASOR DR I.EVELTAV q • •• .� N 8. A PRECONSTRUCTION MEETING WITH THE LOCAL JURISDICTION /PUBLIC WORKS DEPARTMENT, GLA CIER WAY < w D DOUGLAS DR �. • THE ENGINEER, THE CONTRACTOR, AND INTERESTED UTILITY COMPANIES SHALL BE HELD A EVnvE i CHEY R D ; 1 u I fh GA RFIE DAV E© I. MINIMUM OF ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN YRD ' 46 HOURS MINIMUM NOTICE PRIOR TO THE START OF WORK. RICHEY RD z � �. _■■��� ©�1 .. �© 9. THE CONTRACTOR SHALL HAVE ONE 1 SIGNED COPY OF THE APPROVED PLANS, ONE (1) a 2 UPLANDSWAY ' � COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND 411110MEM r L. 0 EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON -SITE AT ALL TIMES. EN Wqy w w w w w FOLSOM . . . ¢ 2 = . z ~ BROWN: AVE 10 tit= IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH VE m M �; m • THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT /APWA SECTION 2- 09.3(3)B, IT z z z z z AND z © z ��.■— �• *15 SHALL BE SHORED AND CRIBBED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CASCADE D 11111parilg ' __ MAVIS a s a a a a a _� � e � i � w WORKER SAFETY AND THE ENGINEER ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS � �I :NOR �� N v GRAPIER 49.17 RCW. z' SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, - ,��""■■� , PARK LN V _ • �• _ o W ©-■� OL4 ■ O N %IV*** 11. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE __ .�,' roo���� m . CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A w CHESTNUT AVE Wv4p� SITUATION THAT IS NOT IDENTI IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL ( 1- CONTACT THE ENGINEER IMMEDIATELY. • 12. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A _ I " I P • TO THE CITY OF YAKIMA FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF m cL AFFECTING, THE RIGHT OF WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY YAKIMA INSPECTOR AT ALL T IMES. THE CONTRACTOR SHALL DELIVER THESE DRAWINGS TO THE DR "' . ® z AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. ENGINEER AT THE COMPLETION OF THE WORK. IIIUirn --• , ,�� w SHELTON AVE ©© 1111111111111114...i w F F U ®. N 4 AFEGUARD AFETY w .. 13. THE CONTRACTOR SHALL T, RESPONSIBLE FOR PRONDI N G ADEQUATE S S, S FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE AR AR ALL OPERATIONS CONDUCTED RIVAL, DEPARTURE, OR RUNNING OF F THE PREMISES, INCLUDING THE WARMING UP, TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION BR ACKETT AV: REPAIR, ( .' P R O J • T a DEVICES, PROTECTIVE EQUIPMENT, n = ..� J -J LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE .■� � , ' E ■�� C A T I �� N a� THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT. ALL SECTIONS OF THE WSDOV APWA PERIOD BETWEEN 7:00 A.M. AND 7:00 P.M. EVERY DAY UNLESS OTHERWISE APPROVED BY THE 11111Emmomm m 1 STANDARD SPECIFICATIONS BECKON 1 -10, TEMPORARY 1RAFFIC CONTROL SHALL APPLY IF WORK CITY. LOM:ARO , z WITHIN THE RIGHT OF WAY WILL INTERRUPT NORMAL TRAFFIC OPERATION. -' w 17. ALL RIGHT OF WAY, PARCEL CONFIGURATIONS, AND OWNER INFORMATION WAS DEVELOPED MIMI �" z y oNSr 1 z , a 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF FROM THE LATEST CITY OF YAKIMA'S G.I.S. NO FIELD SUR HAVE BEEN a 111.1111 a ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. CONDUCTED. THE CONTRACTOR SHALL VERIFY WITH OR REQUEST ADDITIONAL INFORMATION FROM m N •NNIa000 Av: = z a a a a a THE ENGINEER WHERE RIGHT OF WAY OR PROPERTY LINES ARE IN QUESTION. " m " " i ZZi F p I Sr: 0 w w w w w w • W NOB HILL :Elm __ - Q EE ft co 0 TEA JOB NUMBER; DATE: CITY OF F YAKIMA SHEET M • ti G, 4, / . 04056 09 -02 -04 I Hnibregtse, Lowman Associates, Inc. 7 P ,, '' �, R�' FILE NAMES: `2 N ... CIVIL ENGINEERING • LAND SURVEYING • PLANNING �i 801 North 39th. Avenue *Yakima, WA 98902 # + DRAHIHG SHEETS.dwg GENERAL 308 IRRIGATION SYSTEM w PHASE 2 / STAGE 1 IMPROVEMENTS OF a. (509) 966-7000+ FAX (509) 965 -3800 ONAL # Not DESIGNED BY: MTB 20 J I- ( iPIN y.,... 0, 2000 I BY REVISION DATE ENTERED BY: EPC OVERALL PLAN & GENERAL NOTES I- I I 01 r".■ .......... ,... . - Ilww L. a. Mr Li.. iihr * of , r4iii4 4.- a. u. • ' kilt "' ' 1 M mw i t e.r .. 'IL. k 1 S. i 1 • f. r : _ _ t�• ..� 4X)e‘ .‘' ' *11: i t ' d it If': '* l^ : . -. . jr.., 1 l ' t i 1 A ad #411J11 .. • / �t • ; ■ ► Litt ► ��t •��•i ■u,.1■i ■i■i�,u� ■� ■�■I■�� Ai J... 16 Al . , /.. • t ive. L be — 4,„„, R. r t ." • !. 1, L L a° rji i . , i ., , .104 ... — o a o q +. L o . 4r . • i . ' ,,ii 1 M o lir a.... 11 ' N I ,_ r U W O a NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. a I Z 11 ■1 ■I ■I ■I ■I ■I ■II IRRIGATION PIPE TO BE REPLACED PHOTOS. FIELD E CONDITIONS OR SHALL CHANGED VISIT THE SINCE PROJECT DATE AREA(S) TO 41:01 ME ■ENEN NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT I IRRIGATION PIPE TO REMAIN IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. < a U- 0 I U U Z W I U I I Ui r N JOB NUMBER DATE o I \CAL TI ,- 0I056 08_20 -0. C I T OF YA K I M A SHEET V Huibregtse, Lonman Associates, Inc. FILE NAMES . , !. CIVIL ENGINEERING • LAND SURVEYING • PLANNING �' � " DRAMNC O4OSB GENERAL 308 IRRIGATION SYSTEM 5 DO DO fp 801 North 39th Avenue OYOkimo, WA 98902 a � - PHASE 2 / STAGE 1 IMPROVEMENTS aF (509) 966 -7000. FAX (509) 965- 3800 ez• E� /� /�_ DESIGNED BY M TB el TDF 2 0 I w AERIALS W w. 6 , 1006 I REVISION DATE EN TERED BY R 1 1 - ... - ...\ 1 " 1 I 1 ta I fte * .vsl le v z z - . * I t 7 ' Ilir • • ailai■imaiaialrmi.l�ie � u gaiiism sumi . - var t11[,70 - gik I lk* . , *; .".. - ',AV ',. OIR D':,;!,'..„,.! ; • 1 A . , ..„. , ....._ ,..,..4„,..„:,,...„....,, EM IM" --r 4 •-r N ' V 5 1" !" .4 : - .. : Y 7r . - ./ y " � , .� • - JJ J I • "OP i i • r I I 3 O NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. o A ACTUAL FIELD CONDITIONS HAVE CHANGED SINCE THE DATE OF THE I � 1110101M1.101111 IRRIGATION PIPE TO BE REPLACED PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO ° a o is so NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING i eat � � FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT S 9 IRRIGATION PIPE TO REMAIN IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD 0 SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. up 0 0 0 i 0 0 0 N i L) �t'� BilitrRt�' T 'V A P'i' oo �. -- .�` n 11C AEA IP - , tz WaNaOUAIMINIMIaiai= 10181.i■1a1■uiau1■1■1111■1■isu1.1• OIMI RMOIMIN MO1 ai■uui ■iii■iailiatai liSIMIIMMIIAIlal■i■ isIa iMii■><■ IPMEMOISTOMMOi alalaMaiaiauuiaialiaialNaillai MI 11111114 1111111111111741141111"1"1"11""k' - jr-rt. f '..7 t T, — a Y • 1 1 Lykilti4:4 i 1 W" igillikil:411)*‘ 1 lc- i IPA 1 •' �1 LC 1 W } In JOB NUMBER: DATE o Huibre tse, Lowman Associates, Inc. > � �L T e 04056 °9-°2-°' CITY OF YA K I M A SHEET U I 411111110 9 4' O.� ( AIL O4OS6topo.a.q GENERAL 308 IRRIGATION SYSTEM 3 CIVIL ENGINEERING • LAND SURVEYING - PLANNING �' 801 North 39th. Avenue 4Yakima, WA 98902 i• 1 PHASE 2 / STAGE 1 7r . - _____„ Of (509) 966-7000 0 FAX (509) 965 -3800 NAL S .1° l l y1 DESIGNED BY: MTB AERIALS W Imo• .' - c I REVISION DATE ENTERED BY: TDF 20 1 1 ----------)--Li 1 I ,., . . , .... - 1.1. 111111. 1.1.1■i.101�i�i11n1.i1M11.1.1.i. 101.1 1.1.1ii11i11i1110i11110i�1s+a1.111 W.1111.�i.i.i i11i11i.ui■1111.i11i�i�y1■1ri■i11i i. 1111111111.11.1111 .1.i1.115iaiii11i11i11i112111 OISIOMEIIIMINIKSNIP,i,11i 1 - _ 9- I — — • et:_ett_tilit I II tc _ .. .. - y It -47----:Fr 1 C liP . a . .. I . . • VIIIV 0 2. : 'd _AL -x, it r , ,, . 4 ( Ad, It Li / ilit irlrj. I NOTE: THESE AERIAL PHOTCS ARE SHOWN FOR GENERAL INFORMATION ONLY. I allie ACTUAL FIELD CONDITIONS HAVE CHANGED SINCE THE DATE OF THE 0 25 50 goo II.I0I.I.I0I.I.II IRRIGATION PIPE TO BE REPLACED PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO ° Cii NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING i 5 IRRIGATION PIPE TO REMAIN IN ACCORDANCE WITH E SEC ' TION 1-02 4( OF THE SSTANDARD CONTRACT o I SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. al o 0 i 0 0 0 N I ilk , , U a. .., 4 \ m 1 . k ti plip lli ii.sisisi■minigj OINV•Mirt•IMMINIminimi■� flej isof linike��i `� 'F `> • 0 CIL 4 . —..... iseimptki mow\ W _ if ..... mop • mit . , Illf 4 .. uzat or % 71pr Illit:Irj 1 1 m L... v, ,_ N Z JOB NUMBER' DATE O 1 �� `� ` . NT BA , • — 04056 S -20 - 7 D4 CITY OF YA K I M A cr SHEET s Hulbregtse, Lohman Associates, Inc. FILE NAMES 4 .� CIVIL ENGINEERING • LAND SURVEYING • PLANNING I' ... ,• !. — DRAWING 04056topodwg GENERAL 308 IRRIGATION SYSTEM R PHASE 2 / STAGE 1 IMPROVEMENTS OF o 801 North 39th. Avenue o Yoklmo. WA 98902 , .' e 1 (509) 966 -7000 • FAX (509) 965 -3800 ONAL 01 ei ,y/ DESIGNED BY: IATB A E R 1 A L s 20 ��ll w ...,. 6. roww J REVISION DATE ENTERED 8Y: TDF • ACCESS SHALL BE MAINTAINED AT N1 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND ss 44 2 0 � i A ALL TIMES. MATERIAL HAVE BEEN TAKEN FROM EXISTING lism g CITY RECORDS AND MAY VARY FROM ACTUAL HELD .A CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING REMOVE EXISTING CONC. LID AND THE CONTRACTOR SHALL /1/ IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR 48" DIAM. CONCRETE MANHOLE PROTECT THE STRUCTURE ' RAILWAY \ , F RUCTI NS N AND VAR O FRO THAT ENGINEER IONEDI ETELY - SSECTION. INSTALL NEW VAULT FROM CONSTRUCTION AND PIPING IMPROVEMENTS PER ACTIVITY. \ ; �\ / PLANS. DETAIL, SHEET 20. - J — - �p �� \ Fo TAINING WALL N2 REMOVE EXISTING CONCRETE LID AND 48" DIAM. CONCRETE TOP OF SLOPE A FO Xo / C _ p � SL Fo ' �o :. :;;, \Fo�F� \ MANHOLE SECTION AND INSTALL NEW VAULT COVER OVER — r r6— - - r� raro ro ro -- ro:o r6 r" FO f � q y _ EXISTING ACCESS PORT. r- ACCESS PORT pq p; _ =o 0 o ro o— .� IR IR R OF S LOPE K __ 3s " c o N�c. — — SHED t F -o- w R N3 EXISTING 36" CONC. PIPE TO 34" WOOD STAVE PIPE � tiini�I��Mu��INU�Inim��i���n�l ;II .iiilirrmtaalp_mmilmiui / TRANSITION. REMOVE LENGTH OF EXISTING WOOD STAVE NEW 6" SCH. 40 PVC DRAIN LINE, TOE OF SLOPE - __\ PIPE REQUIRED FOR INSERTION OF NEW 30" HDPE PIPE 2" VERTICAL INTO 34" WOOD STAVE. PROVIDE RESTRAINED LEAK -PROOF PVC PIPE ONCRETE CULVERT STRUCTURE CONNECTION OF NEW HDPE PIPE TO EXISTING 34" O.D. EDGE OF PAVEMENT STEEL SPOOL WITH FITTINGS AS REQUIRED. SEE SHEET 20 FOR EXISTING CONNECTION DETAIL BETWEEN CONCRETE AND — — — — — — — — — — - WOOD STAVE PIPE. FROM 2' -O" OUTSIDE NEW VAULT INSTALL ALL NECESSARY TO EDGE CANAL, INSTALL APPROX. FITTINGS REQUIRED FOR 0 STA. 10 +40± TO STA 15 +50, LT. SLIPLINE EXISTING 34" 210 L.F. NEW 6" DIAM. SCH. 40 HORIZONTAL AND VERTICAL _s-ASPHALT-?_ WOOD STAVE PIPE AND 120 L.F.t EXISTING 34" STEEL PVC DRAIN LINE WITH TRACER WIRE. CHANGE. DAY LIGHT PIPE PROVIDE CONSTANT SLOPE OPE FROM AT EDGE OF F WATER. INSTALL S.R. 12 (WEST ON -RAMP) PIPE WITH NEW 30" DIAMETER HDPE PIPE. VAULT TO DITCH WITH MINIMUM 6" FLAP VALVE ON END OF BURY OF 1' -6 ". CONNECT TO VAULT PIPE. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION PIPING WITH FITTINGS AS REQUIRED. LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SEE SURFACING REPAIR DETAILS. g -O PO DENOTES PROPOSED ACCESS PIT LOCATION FOR 0. RESERVOIR DRAINAGE INSERTION /RECEIPT OF NEW PIPING. ACTUAL Ln SYSTEM IMPROVEMENTS LOCATIONS DETERMINED PRIOR TO TRACTOR a 0 CONSTRUCTION. 0 0 0 10 20 40 qt 0 d 0 0 0 O N n 0 �� N ` - 0 STA. 10+00, 19.70' LT RAILWAY 3 0 ALUM. CAP FOUND . 1 a N 1 /4 CORNER I I I � I 1 1 1 1 � I � 1111 1 111 1 1 u► 111111 11111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ::I:CC: ::I :CCC1:1:1s T13N, R18E, W.M., SEC. 15 / (TRACKS REMOVED) — — — _ ''^^ - -- T DB W O --1— r TOP OF SLOPE / -'- 0 ° R.R \/ 0 T OP OF SLOP ` w i L OPE- ❑ x "Or=-- �___ ,. N —ro FO FO r• r ro r o ro ro ro_o ro ro r• GAD -0O ro ro_o ro ro ro o ro Fo ro n e __`* -'—`u- r ' - — — TOP PIPE = 1135.5 w LO a _ TO_E_OF SL_OPE Z } _ � GROUND= 1139.07 NEW 30" HDPE (34" WOOD) (34" STEEL) (34" WOOD) - - - Immilonsmiammsuminemilommilalummionwimismini 6" CONC. - -_- _ TOP OF SLOPE 0 > TOE OF SLOPE — I ~ 1 EDGE OF PAVEMENT d EDGE OF PAVEMENT g z ai 10 +00 11 +00 12 +00 I 13 +00 14 +00 ICI 15 +00 W — - I — — S 59'46'32" E _ I o — — -} 0 - W — I — O o P co ¢ N in N N N � Q 36" CONC.,34" WOOD .._s-ASPHALT-z__ X34" WOOD 120 L.F. 34" STEEL �� 34' sASPHALTz N S.R. 12 ON /OFF RAMP /w000 FRUITVALE BLVD. ° Q I Z 3 F- . Z Q EL T. gq JOB NUMBER: DATE: S HEET o $ OFW . � � 04056 09 -02 -04 CITY O F YAKI MA 0 Hnibregtse, Lohman Associates, Inc. - •, P . t FILE NAMES: 6 CIVIL ENGINEERING •LAND SURVEYING • PLANNING / DRA%NG: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEM g EE 801 North 39th Avenue + Yakima, WA 98902 ' _ STAGE 2 /PHASE 1 IMPROVEMENTS OF o ' (509) 966 -7000 a FAX (509) 965 -3800 .,_ /q { PLAN ONAL � DE SIGNED BY : M1B 20 I EXPIRES 9..... 6, 2006 I REVISION DATE ENTERED BY: TDF r RAILWAY 1 1 1 11 11111 1 111 111 IU 11 it 11 11 1 1 VIII 1 I 1 I III 1 11 I 111111 1111 1111 1 1111 1 I 1111 11 II 1 111 1 11 WHO 1 1 +1-1--1-1-H-1-1+H+141-141 1 1111111 II VIII 111 Mull I1il(1 11111 IIII 111 1111 111 11II H TOP OF SLOP N2 N N2 N2 w ,` _ ® O w _ _ � .'-----40.---c--F-_-J.: _ _ _ __ _ __ _ __ _ W _ . • 0 FO FO---F0 / FO' FO FO FD FO FD ii /F 0 7 FO F FO F• 0 FO FO F. • D f0 TD--- J _N-ASPHALT-z_ TOE OF TA jP P OF sASPHALTz F �� sASPHAL TOE OF Ej.,p , / (34" WOOD •- SLOPE � 5 i U w ------ __ - - z �mmiallimmumu mIsliirrrariTta�a+E�muriii���i� INI =INININIIINININNIs s 1 ustmum •ummus -- -- iii ar�•Ui•I•�4al ,.I �I•I•I•1�1�1 , �,uII�IUul�I1•,fI i iuiyf� •IMIIMMiNI1.u.I.1�1 a _t PULL =, NEW 30" HDPE I PULL n \ R2 / = BOXES TOP OF SLOP. _ _- — — —� I- - -» ---� PULL - -_ — TOP OF SLOPE 1- -PO \ -- — / < EDGE OF PAVEMENT — - — — 17+00 isFDD _ , 1 s�DO 2 - 0+00 — 0 S 59'46'3F E E + 0 o N + APPROX. 8' FROM EP Q TO TRAFFIC LANE i- CO to c* FRUITVALE BLVD. E * C I EXISTING IRRIGATION MAIN LOCATION, SIZE, AND 0 STA. 21 +00±, LT. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION MATERIAL HAVE BEEN TAKEN FROM EXISTING THE CONTRACTOR SHALL REMOVE LENGTH OF EXISTING WOOD LOCATIONS, AS APPROVED BY THE ENGINEER. CITY RECORDS AND MAY VARY FROM ACTUAL FIELD STAVE PIPE REQUIRED FOR INSERTION OF NEW 30" HDPE PIPE SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING INTO 34" WOOD STAVE PIPE AT THE DESIGNATED PIT LOCATION CONDITIONS, UNLESS OTHERWISE DIRECTED BY o IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ENGINEER. SEE DETAILS. TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY ° IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE 0 STA. 21 +00± TO STA. 25 +50, LT. PP DENOTES PROPOSED ACCESS PIT LOCATION FOR PLANS. SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" DIA, INSERTION /RECEIPT OF NEW PIPING. ACTUAL o HDPE PIPE. LOCATIONS TO BE DETERMINED BY THE CONTRACTOR O N2 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM AND APPROVED BY THE ENGINEER PRIOR TO ° z= o ADJACENT BUSINESSES TO FRUITVALE BLVD. AT ALL TIMES 0 STA. 24 +40±, LT. REMOVE EXISTING PIPING AND VALVE CONSTRUCTION. '� woo It TO EXISTING WOOD STAVE PIPE. REMOVE CONCRETE `' i 0 STA. 15 +50 TO STA. 21 +00±, LT. MANHOLE SECTION AND LID. FILL AND GRADE DEPRESSION TO n SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" MATCH ADJACENT GROUND ELEVATIONS. INSTALL NEW AIR/ 0 0 DIAMETER HDPE PIPE. VACUUM VALVE ASSEMBLY AT LOCATION PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. SEE DETAIL, 0 SHEET 20. i U) -- -- -- -- - -- -- -- -- -- -- -- -- -- -- - -- 0 w 0 cc o_ RAILWAY 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111:::: 11u:: CI: 1::rn1:::: 1: 1::: 11111111111111111111111111111111111111m111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 aD TOP OF-SCOPE-- ROCK w Z — — — — - N _s-TREES-z_ \ RETAINING WALL \ N J Q _ w Y -F ._ ._ \ - _ - - - - - - - - - - - - - - - - - - - F O to- ---F0 FO FO FO FO FO f0 FO FO-- -F6 F• 0- FO FO -- -FD FO FO FO F 0 70 F. r ODD FO FO f o- J Q FO >- M 1 _s-BRUSH-z__ (34" WOOD) NEW 30" HDPE U `'- im 1 lim w1si 1IN 1• it _J i_.jOaiau i.L _1 1�uu• _ _1 J L Jal_P -1 -I I 1.1.18.1.1 .-1-1- l•I- 1o1exu1 wa+a -um imuNIN1- i.i�1•1i1 C o ' INTrrf F TI I T�r�1i1 11 I o ^ TOE OF SLOE - - -- ---- -_____ JlR/ I- 0 3 3 r7 ® TOP OF SLOPE bT + U EDGE OF PAVEMENT \ ` N2 z 0 21 +00 22 +00 23 +00 _ 24 +DO 25 +00 . 0 v LIJ — i — I — — - — — I — — — I + to ® S 59'46'32" E � APPROX. 8' FROM EP— N TO TRAFFIC LANE 1- to _sASPHALT-z _ FRUITVALE BLVD. W Z �L T. g JOB NUMBER: DATE: SHEET o � � � o FW , ;T, , 04056 09_02_04 CITY O F YAKI MA 0 Hnibre Ise Lonman Associates, Inc. .* w - �, FILE NAMES: DRAWING: 04056topo.dwg 7 9 ' �!'` GENERAL 308 IRRIGATION SYSTEM Y CIVIL ENGINEERING • LAND SURVEYING • PLANNING / m ., .STAGE 2 / PHASE 1 IMPROVEMENTS DF 801 North 39th Avenue a Yakima WA 98902 -w, ol (509) 966 - 7000 + FAX (509) 965 -3800 O NAL 0 ,bh / DESIGNED BY: MTh PLAN 20 J I EXPIRES pr. 6, 2006 1 REVISION DATE ENTERED BY: TDF _ F .. RAILWAY uumummmmmmmmmuuuuumummumnnm: mmuumnaumumummmmumummmuuummmmummmmumm::::: n :::::: n::::: n::::: n::: ummmmummmunmmmummmffimmmummmummmn w w w � ® N w - - - - - - - - - - - - - - — — - ""- - - - — W Z �, 0- -F0 FO- -FO FO----F0 FO FO f0 FO r0 _r0 i0 -f• 0 FO FO F _ 0 F O Q _ F _0 — F F - i0 FO FO 1 r., f0 - •0 Z .7J -- °1 - 0 — -- 1 _ — TOP OF SLOPE (34" WOOD) — NEW 30" HDPE FOB U H limin orm ser r_r_ r_ r_ r. r_ Ir r_ rr. r_ rr r_ r_ r_ ur_ r _r.ur.r.rt.r_rnr.rir_i_irrir'i7 rrrrrmnorororrrrarniunfr rmimmr. suumia milmilsamImammoimmismosism ilmlim �iummu���1fi Nilo I- _`IR - - -- 1R - - - -- cu g .—ASPHALT- — TOE OF SLOPE — -------- - - - - -- -- 1z ° cor - 4 - - - - -- TOP OF SLOPS -- — — - -- EDGE OF PAVEMENT 26 +00 27 +°° —\ 28+00 — -- 0 0 29 +00 30 +00 O - — —{ — ■ — 1 — C I • — S 59'46'32. — — 1 — ' — — 1 - — — + N �I to APPROX. 8' FROM EP— TO TRAFFIC LANE I- • to sASPHALT- E FRUITVALE BLVD. c* 0 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND 0 STA. 32 +50±, LT. N6 STA. 33 +70±, LT. INSTALL NEW AIR /VACUUM VALVE MATERIAL HAVE BEEN TAKEN FROM EXISTING THE CONTRACTOR SHALL REMOVE LENGTH OF EXISTING WOOD AS DIRECTED BY THE ENGINEER. CITY RECORDS AND MAY VARY FROM ACTUAL FIELD STAVE PIPE REQUIRED FOR INSERTION OF NEW 30" HDPE PIPE CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING INTO 34" WOOD STAVE PIPE AT THE DESIGNATED PIT LOCATION 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR UNLESS OTHERWISE DIRECTED BY THE ENGINEER. INSTALL NEW LOCATIONS, AS APPROVED BY THE ENGINEER. ci o. TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY HDPE ACCESS PORT WITH LOCKING LID. SEE DETAIL. SURFACE REPAIR TYPE SHALL MATCH EXISTING ° IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE CONDITIONS, UNLESS OTHERWISE DIRECTED BY d ‘0 PLANS. N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RIVER THE ENGINEER. SEE DETAILS. o RD. TO FRUITVALE BLVD. AT ALL TIMES. 0 10 20 40 N2 STA. 25 +50 TO STA. 32 +50f, LT. PO DENOTES PROPOSED ACCESS PIT LOCATION FOR N O MN ■∎ 0 SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" N5 STA. 32 +50± TO STA. 35 +50, LT. INSERTION /RECEIPT OF NEW PIPING. ACTUAL y i DIAMETER HDPE PIPE. SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" DIA. LOCATIONS TO BE DETERMINED BY THE CONTRACTOR (0 HDPE PIPE. AND APPROVED BY THE ENGINEER PRIOR TO o CONSTRUCTION. 0 7 .cp• o N W w O �/ ° 0 <ZT 1 / o' RAILWAY < . � Q. =o nmmmmnmmuni m mmmmmmmm umuummmuu umumm:uc:m: e.. n.. 1: :::::e:::::m • L T co uiIummumimimmmumm � I N4 � — TOpZIF -- - - - - —F w a TOP PIPE= 1130.98 ® TOP PIPE = 1130.65 J I- __ - - Z GROUND= 1135.14 GROUND= 1134.17 sPISPHALTz • � � - TOE OF SLOPE _ 1 • _ • - � --ro FQ - FO FO FO--F. • 0 FO---F0 n 0 F. - _ o ro re ro— N a Ani, o _ ----- 1 -- -- -- - -i, �,- — ` — _ -- - - w _ Y 1- — - — — — — — — NEW 30" HDPE = TOP OF SLOPS (34" WOOD //I.; _-- - Z r x W rmr.. i -r -r r- rn..r- rmr -JU�J- -- -r- -rn +Er - - - -rfrr� ■ :+m -1�-L i .i- _ ��u u- - i 1�.7iji�t -uI 1:1 no I. '.0 III.a u IMI.I- i=1IN ,.1�i.I : u � ii* 1 T rrr•r c� o __ °1R TO E OF SLOPE _ — — 1 i— F .v 12 calc 031 Q >- T OP OF SLOPE _ � 0 _s • \ / 0 tr) EDGE OF PAVEMENT �p�,' W + • Q __ 31+00 \ 32 +DO / — 33 +00 _:_. 34 00 35 +00 W 0 — I — — —+ — {�- 1 — I — — 1 — — I — U S 5 E (0 APPROX. 8' FROM EP— ® TOP PIPE= 1130.55 + TO TRAFFIC LANE ' GROUND = 1133.48 M _s W FRUITVALE BLVD. Q d CO I M W I -- I r z Ln z GE wT P49›, JOB NUMBER: DATE: CITY O F YA K I M A SHEET o 04056 09 -02 -04 Hnibregtse, Lohman Associates, Inc. ° t%" r FIE N AMES: 8 1r it " CIVIL ENGINEERING •LAND SURVEYING • PLANNING � � DRAWING: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue +Yakima, WA 98902 ,. STAGE 2 /PHASE 1 IMPROVEMENTS °F co (509) 966-7000 ' 966-7000 0 FAX (509) 965 -3800 /� /p� PLAN ONAL 0 DESIGNED BY: MTB 20 16%6111E6 54... 6 2006" I REVISION DATE ENTERED BY: TDF 1- RAILWAY 09 1_ mumuuummmm■ mummuuummmmmummmmuuuumumummmmmmm °::ue:: see: me:::: mmmnniimmummummmummmummmumummmmummuumuummumuuummmmummummummmum w _ _ _ _ w – — — — — — Q =Q ® — TOP OF SLOPE z I _ — R.R. SWIT _ _ w w GAS TOE OF SLOPE v • J FO i0 ,O - -FO .0 FO FO FO FO F0-40 FO ; . , O D FO —F0 ro ro — FO F0 FO —F0 FO - -f.^. _ FD FO — FO- -F0 — i0 — FO F0 —�0- a U — — — — — — _� _ _— �� — — — — — — _ .— � _ . , ~ g _ —( _" WOOD) NEW 30" HDPE IR nr rrmmt� -r1.mmm�rrmimmurrmrs rftitft -1. .1�1 N- La- I IN rr-IrY I�7iii1ii1�t�I�I 1�1�1�i.ii roir i - i irror nitiilmrrrr rrl o- 1. riii+ rttEla .lsL.ImoaImum1•1.1.1.1�1•t■ 7 ng � TOE OF SLOPE ,� �I EDGE OF PAVEMENT . + 0 _ _ \ o 'F 36 +00 37 +Os — — 38 +00 39 +00 4 0 -- _ F M _ _ '-'F — — — — 1 — ' < APPROX. 8' FROM EP— S 59'46'32" E _ N TO TRAFFIC LANE er __s FRUITVALE BLVD. c N1 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND 0 STA. 41 +00±, LT. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION MATERIAL HAVE BEEN TAKEN FROM EXISTING THE CONTRACTOR SHALL REMOVE LENGTH OF EXISTING WOOD LOCATIONS, AS APPROVED BY THE ENGINEER. CITY RECORDS AND MAY VARY FROM ACTUAL FIELD STAVE PIPE REQUIRED FOR INSERTION OF NEW 30" HDPE PIPE SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING INTO 34" WOOD STAVE PIPE AT THE DESIGNATED PIT LOCATION CONDITIONS, UNLESS OTHERWISE DIRECTED BY g IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ENGINEER. SEE DETAILS. 0 TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY d 0 IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE 0 STA. 41 +00± TO STA. 45 +50, LT. OP DENOTES PROPOSED ACCESS PIT LOCATION FOR ° PLANS. SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" DIA. INSERTION /RECEIPT OF NEW PIPING. ACTUAL o ( 0 20 4 0 i HDPE PIPE. LOCATIONS TO BE DETERMINED BY THE CONTRACTOR N lemi 0 STA. 35 +50 TO STA. 41 +00±, LT. AND APPROVED BY THE ENGINEER PRIOR TO 9 i SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" CONSTRUCTION. o HDPE PIPE. 0 0 i d- o 0 N 1 - f- 0 W RAILWAY 0_ 1 1 1 1 1 1 1 I I I I I I I I I l i l l I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 _ I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I UI I 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 H--H1 I I I H 1I I N-N --1141 11 1 111111 11 11 111 11 111111 1 1 11 11111 I I 1 11111 1 111111111 11 I I I 1 11111 1 I I 111f o TOP OF SLOPE --------- __________ - - -- TOE OF SLOPE __-r�' w _ w CONC. —--- ----- - - - - -- _ Lu Z �O FO —FO i0 FO FO ---F0 FO F FD i0 , FO FO i0 ;O FO FO FO f, F BOX FO FO��O FO —FO f0 - -F0 F0 FD �O �a�.r - - (n J — — – _ — – – – – – – – – – – – – – – – – – – – – – – – – – – a 2 0 . • 0 F 0 z Y (34" WOOD) NEW 30" HDPE a < minvortmimitmlmem as 1r1IMI1 .1NII1•I•I.11111111111.11•1111111r111111r•1.1 •1111 � 11•11111•1 11111r 1. 111111• I. 1NI1INIMI NIN1IN1.1r11111.1111111111M1NI,M1II1r1. 11111 1. I. I. I. 1. Ir 1. tIIIII. 1 .t.iIM1�Ir1.Irl�l.l.l�t.triIM1IMt. "' 2 > n _ _____- __ –_ – _ — _______ —__ T OE OF SLOPE ^ ___SIR___ — —___ < v_ – - PE 0 U – ® Q 0 EDGE OF PAVEMENT ri 0 41 +Do < =:-J I — 4 0 \— _ 43 i 00 _ _ 44 F� 0D _ - _ -4500 — Z ® S 59'46'32" E o w Q V7 J 1- A PPROX. 8' FROM EP— + U /t _s-ASPHALT-z_ TO TRAFFIC LANE \� FRUITVALE BLVD. cn r * M W } C0 Z PEA JOB 09-02-04 SHEET $'. O UM CITY OF YAKIMA IL Sir Huibregtse, Lowman Associates, Inc. FILE NAMES: 9 .�' DRAWNG 04056topo.dwg GENERAL 308 IRRIGATION SYSTEM CIVIL ENGINEERING •LAND SURVEYING •PLANNING 801 North 39th Avenue +Yakima, WA 98902 ' X 348 STAGE 2 / PHASE 1 IMPROVEMENTS O 0 oo tn (509) 966 -7000 + FAX (509) 965 -3800 ../ PLAN ONAL � (, ,y DESIGNED BY: MTB lexrines per. a, coos v `j REVISION DATE ENTERED BY: TDF . RAILWAY rrrrr rrrr► rrrrrrr►► r►► r►► run rrrnrr►mu►►mm ° °p1rp °► ��� ► TOP OF SLOPE rnrruurrnuuiuuirurrrrnuuruumrmwuum. iiiiiiiiiiurrrrr ::::er::::::i:::::er eelm rrllIlli rrrrrrrrrrmn rrrrrrrrrrrrrmrrrrrrrrrm mnrrrrr _ _ _ _ _ o. _ 0 — ----- - - - - -- �NppN� w TO��E`SLOPE - - -- --- — — —' -- ." – _�_ _ \Fp w N -- — _ w NEW 30" HDPE (34" WOOD )\ FO v N TOP OF SLOPE — — \` CONG �� w 0 F P7 a EDGE OF PAVEMENT �y , AIR VALVE I- I 46+00 —47+00 _ _ 48 f0 _ - — 491 Q M I S 59 46'32" E 'I o TOP PIPE = 1124.00 �' Lo APPROX. 8' FROM EP ._s GROUND= 1125.19 m 3 TO TRAFFIC LANE FRUITVALE BLVD. TOP PIPE = 1124.33 a 'v i ul GROUND = 1125.07 N N 6 + a 34 WOO 36" `) 0 to C ONC. ift a o o '$ 0 10 20 0 - -� o 5 m 10 0 0 0 i 0 0 0 N N 0 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND 0 REMOVE EXISTING AIR RELEASE PIPING, VALVE AND w 0 MATERIAL HAVE BEEN TAKEN FROM EXISTING CONCRETE BOX. PLUG HOLE IN CONCRETE PIPE. CITY RECORDS AND MAY VARY FROM ACTUAL FIELD 0 EL CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING 0 INSTALL NEW AIR RELEASE/ VACUUM VALVE ASSEMBLY 0_ IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR AT APPROX. STA. 49 +00, LT. IF CONCRETE PIPE IS a TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY NOT SLIPLINED, PLACE NEW AIR VALVE AT STA. IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE 49 +35+, LT AT EXISTING VALVE LOCATION. PLANS. 0 THE CONTRACTOR IS ADVISED THAT FIBER OPTIC UTILITY 0 STA. 45 +50 TO STA. 49 +25+, LT. POSTS WERE LOCATED IN THE FIELD EAST OF STA. 45 +50+, a SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" BUT NO MARKS WERE MADE BY THE LOCATOR IN THIS AREA. a DIAMETER HDPE PIPE. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION o 0 STA. 49 +25+, LT. LOCATIONS, AS APPROVED BY THE ENGINEER. EXISTING 34" WOOD STAVE PIPE TO 36" CONCRETE RIPE SURFACE REPAIR TYPE SHALL MATCH EXISTING TRANSITION. REMOVE LENGTH OF EXISTING WOOD STAVE CONDITIONS, UNLESS OTHERWISE DIRECTED BY PIPE REQUIRED FOR INSERTION OF NEW 30" HDPE PIPE THE ENGINEER. SEE DETAILS. 1: INTO EXISTING 34" STEEL SPOOL AND 36" CONCRETE PIPE. z PRIOR TO SLIPLINING, THE CONTRACTOR SHALL DETERMINE PO DENOTES PROPOSED ACCESS PIT LOCATION FOR 11 IF CONCRETE PIPE ANGLES ALLOW SLIPLINING AND NOTIFY INSERTION /RECEIPT OF NEW PIPING. ACTUAL THE ENGINEER. IF CONCRETE CANNOT BE SLIPLINED, THE LOCATIONS TO BE DETERMINED BY THE CONTRACTOR ENGINEER MAY DIRECT THE CONTRACTOR TO MAKE A AND APPROVED BY THE ENGINEER PRIOR TO CONNECTION BETWEEN THE NEW 30" HDPE PIPE AND 34" CONSTRUCTION. STEEL SPOOL. 0 STA. 49 +00±, LT. INSTALL NEW HDPE ACCESS PORT AND VAULT COVER. SEE DETAILS. lJ 1- r y z SHEET o EL T. .&4 JOB NUMBER: DATE: \G � o f w ., � ,, 04056 09.02 -D4 C I TY OF YAKI MA 4 4* Hulbregtse, Unman Associates, Inc. j CIVIL ENGINEERING •LAND SURVEYING •PLANNING O RAWNG: 0 4056topo.dwg GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue' Yakima, WA 98902 STAGE 2 /PHASE 1 IMPROVEMENTS (509) 966 -7000 a FAX (509) 965 -3800 PLAN L t DESIGNED BY: MTB 20 I EXPIRES y.". 6, 2006 I REVISION DATE ENTERED BY: TOF — 1- STA. 52 +49.05, FRUITVALE BLVD. = STA. 1 +00, N. 29TH AVE. _ _____-- - - - - - - - - __,___\ - - - - - - - - - - - - _ ! \ --------- - � � sASPHALT -z- ® P CHAIN LINK FENCE x x x x x x x x x x � - x TOE OF SLOPE \ - GRAVEL - F.H. TOE OF SLOPE w - - -_ ���Jalt� ..���ii�rr�� TOP OF SLOPE 0 w w w w 12 " w D.l. WATER w w w w w TOP P OF SLOPE E DGE OF PAVEMEN • � ' , Z iat, 1 i EDGE OF PAVEMENT — 5� D — \ — _ s '� + i 0 0 — , — 52400 _o % , _ ss I �s, — • — 5 0 � '4 ® S 59'46'32" E t � Q • 1 M APPRO 8 ' FROM EP— •� i V, * TO TRAFFIC LANE �� N v ate A SA., ' �� o 10 so 40 Z �� • 36n C0 t� \ �— + '' FRUITVALE BLVD. 5 1 0) �•�, < os I- 4/, . i In ,� , EDGE OF PAVEMENT ,' 3 v _s-GRAVEL-z_ ',' • � • � \ CI tD o N I ', \ �3' 0 0 P- II 0 P - `' ° o A _s -- A m \ \ �T��ti�NC ! RFP W 0 C o iY q < , \ LI �� . o 9 9 . N1 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND N5 STA. 2 +20t, RT. P ® y ^ 0 MATERIAL HAVE BEEN TAKEN FROM EXISTING THE CONTRACTOR SHALL REMOVE LENGTH OF EXISTING WOOD CITY RECORDS AND MAY VARY FROM ACTUAL FIELD STAVE PIPE REQUIRED FOR INSERTION OF NEW 30" HDPE PIPE �\ 9 � ' k \- w CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING INTO 34" WOOD STAVE PIPE AT THE DESIGNATED PIT LOCATION ' ' \ � -7L \ i IRRIGATION MAIN LOCATION, SIZE, AND MA PRIOR UNLESS OTHERWISE DIRECTED BY THE ENGINEER. a TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY •,; c /L • IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE N6 STA. 2 +20± TO STA. 3 +00, RT. �� G PLANS. SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" DIA. \^ HDPE PIPE. \ " ° N2 STA. 49 +50 FRUITVALE BLVD. TO STA. 1 +85 ±RT. N. 29TH , 94. , N7 AVE. IF DETERMINED BY THE CONTRACTOR TO BE SUITABLE PROVIDE SURFACING REPAIR AT ALL EXCAVATION F FOR SLIPLINING ACTIVITY, SLIPLINE EXISTING 36" CONC. PIPE LOCATIONS, AS APPROVED BY THE ENGINEER. ‘k 0 ,2, � 1 r WITH NEW 30" HDPE PIPE. SURFACE REPAIR TYPE SHALL MATCH EXISTING 0 CONDITIONS, UNLESS OTHERWISE DIRECTED BY R �� " , c, J� N3 ENGINEER MAY DIRECT THE CONTRACTOR TO PROVIDE THE ENGINEER. SEE DETAILS. �P' 0 ACCESS PIT, AND REMOVE CONCRETE PIPE AS REQUIRED FOR SLIPLINING ACTIVITY. OP DENOTES PROPOSED ACCESS PIT LOCATION FOR 3x°° z INSERTION /RECEIPT OF NEW PIPING. ACTUAL S P W 0 IF CONCRETE PIPE IS UNSUITABLE FOR SLIPLINING, THE LOCATIONS TO BE DETERMINED BY THE CONTRACTOR : ENGINEER MAY DIRECT THE CONTRACTOR TO LOCATE AND APPROVED BY THE ENGINEER PRIOR TO WOOD TRANSITION, REMOVE WOOD STAVE PIPE, AND MAKE CONSTRUCTION. A CONNECTION BETWEEN THE NEW 30" HDPE AND 34" STEEL SPOOL. ALL COSTS FOR CONNECTION TO NEW AND SEE SHEET 12 FOR PARCEL EXISTING PIPES ARE INCIDENTAL TO SLIPLINE __ -INCH PIPE. NUMBERS AND PROPERTY OWNERSHIP ALONG NORTH 29th AVENUE. w u) r u) z JOB NUMBER: DATE: 4o w T , ' 0 4056 0 9 -02 -04 � CITY OF YAKIMA S HEET Huibregtse, Lohman Associates, Inc. ,,., FILE NAMES: CIVIL ENGINEERING •LAND SURVEYING •PLANNING �, ti� �` DRAWING: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEM 11 ce 801 North 39th Avenue 4Yakima, WA 98902 4 " STAGE 2 / PHASE 1 IMPROVEMENTS of o (509) 966 -7000 a FAX (509) 965 -3800 ONAL /� DESIGNED BY: MTB 20 cl ( EXPIRED 9,,... 6, P 9 6 I REVISION DATE ENTERED BY: TDF PLAN r I I I 1 1 1 1 I I I I __ _- I_ __ __L__ _____ w N N. 29th AVENUE 1 I -00 4 +00 5 U i 00 6' 00— _ 0 LJ 16.5' — I -- — — — 7 — — 8 - z EDGE OF PAVEMENT sASPHALTz_ (34" WOOD) J a ■6 1 - 11 - 71 11 n i 11 11 II 11 - • - - Imailili,i1.1i1iui1 1.1m1�1.1i1 I- 1- I.IMI.I.Iiii1M1UIM 1MIi1.1i1.1.1.1■ 0 U _ a;^ _ — — — - GRAVEL- — — — _ _ — — RAVEL- _ - _ _s- _ ----72_, - - x G A1T - BUSHES >- 4 x— o M CHAIN LINK x x x x < x x RAVELz[ -- a I 1� x x x x x x x --- DIRT _s-DIRT/GRASS-z- I I 3 x CHAIN LINK >- x CF �, x x I r•, CHAIN LINK �•° CHAIN LINK a w a ,1 sGR } - VEL . 1- '3 •.., I 1 x > 3 I I > 3 co o Y 3 I I I > I I o +3 > o QW o o (1) r7 L LI o < H 7 1 3 �I-1 4 I 5 1 6 I . < 0 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND 0 STA. 12 +50±, RT. OP DENOTES PROPOSED ACCESS PIT LOCATION FOR MATERIAL HAVE BEEN TAKEN FROM EXISTING THE CONTRACTOR SHALL LOCATE THE PIPE TRANSITION INSERTION /RECEIPT OF NEW PIPING. ACTUAL CITY RECORDS AND MAY VARY FROM ACTUAL FIELD • LOCATION FROM 34" WOOD STAVE PIPE TO 30" PVC LOCATIONS TO BE DETERMINED BY THE CONTRACTOR CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING PIPE. THE CONTRACTOR SHALL REMOVE LENGTH OF EXISTING AND APPROVED BY THE ENGINEER PRIOR TO IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR WOOD STAVE PIPE REQUIRED FOR INSERTION OF NEW 30" CONSTRUCTION. 0 TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY HDPE PIPE INTO 34" WOOD STAVE PIPE, AND CONNECT THE No. 1 Parcel No. 1 Owner Name o IF FIELD CONDITIONS VARY FROM. THAT SHOWN ON THE NEW 30" HDPE PIPE TO THE EXISTING 30" PVC PIPE. R. 18 E., T. 13 N., SECTION 14 m o PLANS. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION 1 23432 Kiang 0 10 20 40 N2 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND LOCATIONS, AS APPROVED BY THE ENGINEER. 2 23431 Z ° �� 3 23427 7 Raiq aiqoza FROM RESIDENCES AT ALL TIMES. SURFACE REPAIR TYPE SHALL MATCH EXISTING 4 23424 Vannattan o CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE 5 32418 Mortensen Family Trust o 0 STA. 3 +00, RT. TO STA. 12 +55±, RT. ENGINEER. SEE DETAILS. 6 32417 Guardiola - Gonzalez i co SLIPLINE EXISTING 34" WOOD STAVE PIPE WITH NEW 30" 7 32414 Ayala DIAMETER HDPE PIPE. 8 32413 H 0 Hill 9 32408 Hill 10 32443 Byre 11 32400 Denton o 0 I I I I i 1 N N I 1 I I- 0 U W O cE 1 1 1 1 1 1 1 I / I I I I I I a 60' `- - - -- -- ` -- -- - 1 -- - -� -- -- + -- -- -- -- P 1 1 ® N. 2 9th AVENUE e 4,f 12 +'9' rz Z -00 9 +00 I 10+00 00 _ _, PAV _ ® F • 1 P+ W 11 +00 12 +00 > - S \ 16.5 _s-ASPHALT-z- — I J O S �� (34" WOOD) EDGE OF EMENT / 1 f- 1IM1IN1IM1NI1�1IN1�1�1�1II1�11 .1 •111MM1i1�1�1 •11i! 1i1�1�1/11M1N1 IN II• IIMIi1i1�1�1�11MIIM MI�I�I�II.1M1�1�1�1�IIMINI �1�1�1�1�1M1 iMMIIIM1N1�1�1 MIMI 1. G 1 1 • U _ - - - — — — / BLOCK I - - .taielw;;,oi►�no�'I� > /w;�a1 - - 4 0►. _ - - A1R -VALVE - - - - ' m W A�N LIN 1 RETAINING WALL I HEDGE ST a _s-LAWN-a_ x � x x x x x x� F > _J z Lu o >_ J} I 0 w �a CHAIN LINK I c I� O ra a >3 > >3 HEDGE _ co U W cIQ W <> 0 Q> N -H I (n to I o� 0 I 0 � 1 � 0 �0 0 � I I I I I U 8 1 9 1 10 I 11 I 1 M F i I I >- I ; I N JOB NUMBER: DATE: Z ��,`��� wT.�, y 04 056 09 -02 -04 SHEET Q ' Hnibregtse Lohman Associates Inc CITY OF YAKI MA 7 - /; `�' FILE NAMES 12 � ce OF o co CIVIL ENGINEERING •LAND SURVEYING •PLANNING � � � ' • DRAVOIG: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEM ,,. ' f'" " STAGE 2 / PHASE 1 IMPROVEMENTS 801 North 39th Avenue .Yakima, WA 98902 A 9487 '�ClISSffSE�� o to (509) 966-7000 + FAX (509) 965 -3800 ONAL 0 ' / W DESIGNED BY: MTB PLAN 20 J I E%%6E6 p.._ 6, P 6 I ' R EVISION DATE ENTERED BY: TDF '— H 1 - I 1 �" • # +� , may' vie ,. - " L it _ — — 4,�, - _ o z5 o0 1 II 0 ' 4 ° ''.1.". _ ..... _ . .. - . - t_._ .. iMlll t - 1 Ilk, — --- - _.....t:. — _. , 0 som 1 . � / 1 * I 1 1 I - [ I. I 1 ._ w 1C I • . t � . r ILP 1 ■ d. * U ! I L [i I I 1 .... �■I ■ I I�I ■I ■I■I■ f l ............,-,.1: 1■ ,1 .. 4t.1 ■1 ■1 ■I, - I l' •% • ‘ 10 ?- ` 1 - ii Al. I I I < I I I , I 1 itifirjelatillillillillit � 1„.. I a I • r I , �I I •� i a . 0, i : 0 + t • t M ` I O I r 4 1 " - - .-* . .".....'' w� o o n LO 4 i t il l . 1 t oI r ?e,. . . . ... - ., 4 i 1 ill o y r f � 25 x too O • . . , } : *IL I LO I 1,-- itaL ..— — • 1 C tt it I - I ' o i _ - '' ...$ . , : 11 ■I ■I■IIII ■I ■I ■II ::::: PIPE TO BE REPLACED i i + a H •' I • r I PIPE TO REMAIN • 14 i 1 a Lost i . _ • 1 i. i . ,. ..... ...„,.... 7 iri. 2 I +In■I■i■1■In ■I■�■i ��s �1■1■1■1 I ■i■ Iii ■+w� t■I■I■)■Iw I■I l■I■I■■I■I� o $ ,' ' "' • {, �! '�' NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. iii i I ' ACTUAL FIELD CONDITIONS HAVE CHANGED SINCE THE DATE OF THE z �� LI i PHOTOS THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO w ( t ! � y et i ; NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING u 1 `^ S • !�� • i FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT ` . l < ' IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD '1 i S ,. SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. I - - . ( 1 f ■ ■1 ■I ■I ■I ■ . # 1 I 1 ■I ■I ■I ■I ■I ■I ■I ■1 ■1■I� T w : 1► z JOB NUMBER DATE 0 40 11 � CITY O F YA K I M A 1 A HAlbregtse, Lowman Associates, Inc. .�, FILE NAMES 9 GENERAL 308 IRRIGATION SYSTEM 13 CIVIL ENGINEERING • LAND SURVEYING •PLANNING A. •.� DRAV%HC 04056topadw cT 801 North 39th. Avenue 4Yokimo. WA 9890 � . 0 PHASE 2 /STAGE 1 IMPROVEMENTS OF o I O N AL t4:94( DESIGNED BY MTB w (509) 966 -7000 • FAX (509) 965 -3800 Q J'� 20 rx4w.. p•.,. s. r 'l L! REVISION DATE ENTERED BY. TDF AERIALS 1 + fir C T, !. it si i' � ` is `' a r IL L_ a -- 1k A . I t 1 / I ' oif`t' ' ' ' • L 2„.‘44 , % t 1 _ Y 4 R N111 • S A i• 1t:i t �= 1111.. MI6 i ., .,..... r • IlliC " ) i i , . ,.... p , =4 . 1 .S ,,�- �IeTfi t� If1 ■I ■I ■1 ■I I ■� 1■ fl ■1■ ■1!I ■1 ■ . . siit7' 0 4.4 . .. i I w 4� • - - .....________ ..: al .. a..., - • 1 `� - i • -- 1 t L YON S 1 111___ • • COCA I• ''� f POOL �' ' 4 . .,, 0 1 . „,_,_ s L + • � y 1 i■ o Ai, . -.o .-• - - . e ll SA �. I7- II O • 1 ., ri.' i iiii AllatAdif IS i alp . .41 - -vr. , - low % , = r O I I 111" -ial t in 0 IX 4 0 / I Ailli a TIO el o zs so +oo MINN MIll■ MN I a M a I III IUI0I■IIII ■I ■II IRRIGATION PIPE TO BE REPLACED u_ 0 I IRRIGATION PIPE TO REMAIN z w NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. 0 I ACTUAL FIELD CONDITIONS HAVE CHANGED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING • I FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2 I 0 u JOB NUMBER DATE- o � L�P T..847> `' 04056 09 -D2 -04 CITY OF YA K I M A SHEE ' Huibregtse, Louman Associates, Inc. i FILE NAMES CIVIL ENGINEERING • LAND SURVEYING - PLANNING f :�.. DRAVANC O4056topodwq GENERAL 308 IRRIGATION SYSTEM 14 801 North 39th Avenue OYOkimo, WA 98902 /� � G � PHASE 2 / STAGE 1 IMPROVEMENTS OF o ` (509) 966 -7000 • FAX (509) 965 -3800 0NAL t DESIGNED BY MTB 20 - - r•:. '/ � _ REv510N DATE ENTERED BY TDF AERIALS • 40• / / ' iti / / /I / / 4O. i I / 2 o 10 20 40 �� + co 14 13 12 3 ail 10 - _ m P T � J 1 / BUILDING 0: 1 1 1 1 / • r . ® i, c 1 v, 1 N7 (0 • PARKING LOT o / J / L -` in _ co x x � \ m + J .1- ) 0) 03 / 3� zQ O r _- -- _ • -- -- x ( 47 + l� HOUSE V ; ` 0 .......� 111111M1 .1.1.1 1011111M1 {.I.I.I.I I.I.I :I.1 �.�.I — — — — — — — — — — — _- - E1 / 0O ASPHALT A i - ASPHALTz ! __s-GRAVEL (2 WOOD) NEW 18" HDPE w GAR , I t 00 E ss a ss n , ss n G a ss s s ss ss 4 ss ss ss .4___. ss ss sGRA a VEL2_ ss-ii—ss a— �Z ° w ;; F / l t' . , .0f — _ — — — 1 a L, — -- - t� -- L . - x -- �- - L x - - x — — p k C) : 2p BOI -) .� IIIP\ \ -- PARKING LOT RETAINING WALL coo o �- -x x x f x X � co � �1 �� wd `�� 1 ° o BUILDING M + I � i I I i �, a,o l 2 0 1 . \ b N + + + I + c o 5�r, 1 0 • /' /mo P® I ,..„...„ [ 3 I 4 1 5 6 7 1 8 0 0 P � E /�C L 1 , 1 �, F ST 1 1 / 1 REST — ���_ I I m P 1 1 0 ALL STATIONING, IRRIGATION MAIN LOCATIO AND N4 IF REQUIRED, AND DIRECTED THE ENGINEER, THE 0 WHERE EXISTING SERVICE LINES ARE NOT SCI'IEDULED FOR SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CONTRACTOR SHALL LOCATE AND REMOVE EXISTING REPLACEMENT, THE CONTRACTOR SHALL LOCATE EXISTING CITY RECORDS AND MAY VARY FROM ACTUAL FIELD PIPE BENDS TO FACILITATE SLIPLINING PROCESS. SERVICE VALVES, REMOVE CAP AND FILL VALVE BOX WITH LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING INSTALL HDPE PIPE BENDS AS REQUIRED. CRUSHED SURFACING TOP COURSE. IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR N5 DISCONNECT EXISTING PIPING AND INSTALL NEW 18 "x6" TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY HDPE TEE, 6" G.V., VALVE BOX, AND CONNECT TO N9 THE CONTRACTOR SHALL LOCATE THE 20" STL TO 18" PVC IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE EXISTING 6" STL PIPING WITH REQUIRED FITTINGS TRANSITION AND REMOVE A SECTION OF PVC PIPE AS . PLANS REQUIRED FOR INSTALLATION OF NEW 18" HDPE PIPE AND N2 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM 0 FROM NORTH SIDE OF LINCOLN AVENUE TO APPROX. CONNECT TO EXISTING 18" PVC PIPE WITH REQUIRED FITTINGS. BUSINESSES AND RESIDENCES AT ALL TIMES. 140 L.F. NORTH OF "A" STREET, SLIPLINE EXISTING ®i PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, 20" PIPES WITH NEW 18" HDPE PIPE. AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE 0 THE CONTRACTOR SHALL LOCATE THE 20" PVC TO 20" SHALL MATCH EXISTNG CONDITIONS, UNLESS OTHERWISE WOOD TRANSITION AND REMOVE SECTION OF 20" WOOD 0 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE DIRECTED BY THE ENGINEER. SEE DETAILS. STAVE PIPE AS REQUIRED FOR INSERTION OF NEW 18" LOCATIONS, OR AS DIRECTED BY THE ENGINEER. CONNECT iti HDPE PIPE. CONNECT NEW 18" HDPE TO EXISTING 20" TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. PO DENOTES PROPOSED ACCESS PIT LOCATION FOR 2 111 o is 20 40 PVC PIPE WITH FITTINGS AS REQUIRED. SEE DETAIL. EXISTING SERVICE LINES NOT DESIGNATED FOR INSERTION /RECEIPT OF NEW PIPING. ACTUAL REPLACEMENT SHALL BE ABANDONED. LOCATIONS TO BE DETERMINED BY THE CONTRACTOR � mow AND APPROVED BY THE ENGINEER PRIOR TO 3 • 1O I 1- I 1 2 7l 1 28 ! 25 ; 24 i 23 i CONSTRUCTION 22 � 1- I � � W I W co }—.- O 0 O 1 1--- col ® I I I I I I I F— w o f ®� + 1� 1 1 ® I ® 7I~ 1 O� P I U I M �- Q + M O X N Q ) N Q m / ' rn x� N EN GP J� N B UILDING 1 n. .� < r. - - — • -- - -- -- - -- - -- Z w i t. �y�.I.. =1.1i�.2�1.1.1rr.1.1 .I. airsim .l.0 1.1111111 . I.I.I.�.I I1.IIIIII I.I.I.I.I.I.I. �. lI '.116 I *1.1.1. ...� x �a 08 PVC) I--/ RAVEL x (20 " D.I. IR IR IX— � •/� I(20" DJ.) _.s (20" STL) 1 NEW 18" HDPE - GRAVEL—Z 1 • 2 n Y n n ss n s a ss s s ss ss '• a ss n ss ss a s s 55 s ' ss —' ' m s s s s s a Z a SS SS SS s a s _x___ x____ o o — y I I GARAGE x x x X O3 rn , ti BUILDING I' � ^\' /� o GARAGE GARAGE •- of to W 0 ` III J r' '} N N N O N N N N I o z i0 1 I 1 N 1 N 1 I 1 1 nn I o 40' �.. 40' u I 1 I {� q n 1 I r {� I 1 I J I i 18 II 0 Il O 0 2OO G/ II * SEE SHEET 16 OF 20 FOR PARCEL NUMBERS AND PROPERTY OWNERSHIP 0 T Bq JOB NUMBER: DATE: I TY O F YA K I M A SHEET ` � � oF ? oaoss os -oz -oa C 4 4* 9 ' Huibre tse Lowman Associates, Inc. .4 r a , �.�`r , FILE NAMES: 15 • ` � F DRAVnNG: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEMS CIVIL ENGINEERING • LAND SURVEYING • PLANNING 601 North 39th Avenue +Yakima, WA 98902 � � ' " ; PHASE 2 / STAGE 1 IMPROVEMENTS OF (509) 966 -70000 FAX (509) 965 -3800 ONAL / DESIGNED BY: MT8 PLAN 20 EXPIRES 9,.. 6, 60 6 R EVISION DATE ENTERED BY: TN m Ilk No Parcel No. Owner Name I I ( _ o to 20 40 R. 18 E., T. 13 N., SECTION 24 N1 EXISTING IRRIGATION MAIN LOCATION, SIZE, AND I I 1 t » MIMI 1 MATERIAL HAVE BEEN TAKEN FROM EXISTING W. 1 12536 Tobia L .. 1 2 13536 CITY RECORDS AND MAY VARY FROM ACTUAL FIELD L 3 13537 Riz CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING _ _ _ _ _ 4 13480 Coleman IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR - — — — - Z 5 13481 Coleman TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY W a 6 13482 Coleman IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE " 7 13483 Coleman 8 13484 Bueno < 9 13486 Raymond N2 THE CONTRACTOR SHALL LOCATE THE 18" D.I. TO 20" 10 13468 Kane WOOD TRANSITION AND REMOVE SECTION OF 20" WOOD w w w w- -w w w w w w w w- -w w w w w w w_ 11 13525 Lemon AS REQUIRED FOR INSERTION OF NEW 18" HDPE PIPE. 12 13524 Jackson - Polo CONNECT NEW 18" HDPE PIPE TO EXISTING 18" D.I. WITH 13 13533 Padilla 14 13534 Donahoo FITTINGS AS REQUIRED. INSTALL 1.5 CY CONCRETE ° <6th AVENUE — s - ASPHALT - z — O 15 13492 Donaldson THRUST BLOCK. 3 W 16 13493 Michael — — — — — — 17 13494 Davidson N3 FROM APPROX. 185' NORTH OF YAKIMA AVENUE TO I • 111111nI11an111111111111111IIIII1111111111111111I111111111111111II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111I11111111111111111111 .1 III III 1 II Utl 1 tt 18 13495 Garcia CHESTNUT AVENUE, SLIPLINE APPROX. 670 L.F. EXISTING ® 7, 19 13496 Negrete s = 20 13497 611 WestAJointVenture 20 WOOD STAVE PIPE WITH NEW 18 HDPE PIPE. 0 21 13485 Cheney Sports Inc. ° ~ 22 13487 Wolff N4 THE CONTRACTOR SHALL LOCATE THE EXISTING 18" WOOD o ` P ° NEW 18" HDPE (20" WOOD) 23 13488 Henry STAVE BEND LOCATION AND 4" WOOD STAVE CONNECTION u7 I_'_'_101_I_I•I_!•J_I_I IMIM"IMIMB MIMIM •I., I I I•I•l 1•I•!•I I tI 24 13489 J &J Co_ AND REMOVE WOOD STAVE PIPE AS REQUIRED FOR R R .' R -• R p: " 25 13490 Metcalf H NEW SHANNO DITCH CO. (60" PIPE)o, ��w w w 0 INSERTION OF NEW PIPING. INSTALL NEW 18" HDPE 90° ( r, 26 13491 Miller c CONC SIDEWALK -fl ❑ s : � p 27 13504 Mellotte ELBOW, 18 "x16' HDPE REDUCER, 16" G.V., AND VALVE BOX ' • 28 42431 Fortier TO EAST. INSTALL NEW 18" x 3" TEE, 3" G.V., AND VALVE _ _ _ ! _ _ _ 1 _ _ _ _ _ _ _ _ •\' - 2 29 42432 Image Works BOX TO WEST. INSTALL 1.5 CY CONCRETE BLOCKING AT ° o - a 30 42433 Mcllvanie 18" DIAM. 90' BEND. BUILDING - 31 42434 Mcllvanie co _- H 1 32 42435 Maggard 33 42440 Affiliated Leasing Inc. N5 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, �I " co „ 20' 34 42439 Mcllvanie AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE I TI 1 35 42438 Mcllvanie SHALL MATCH EXISTNG CONDITIONS, UNLESS OTHERWISE I I III 11 o I Q 36 42437 Mcllvanie DIRECTED BY THE ENGINEER. SEE DETAILS. I 28 37 42436 Maggard I I 38 42495 Auto Mat Vending 39 42427 Maid 0 Clover Corp. P DENOTES PROPOSED ACCESS PIT LOCATION FOR 40 42426 CityofYakima INSERTION /RECEIPT OF NEW PIPING. ACTUAL 41 42514 FreethDist.Co.Inc. LOCATIONS TO BE DETERMINED BY THE CONTRACTOR 42 42513 Freeth Dist. Co. Inc. AND APPROVED BY THE ENGINEER PRIOR TO 43 42521 Baumgardner 44 44432 City ofYakima CONSTRUCTION. SEE SHEET 17 I — _ - __ -- -- __—j 1 __ -- -- -- -- -- -- - �- - -� W � ' -- z � ' Q N 2 1�I� i J7 zi ! G �i ° 3 Q v : //� w w w w w w w w w w w w w ( w w w w w w w w w w w w w w w w w-,-4 --w _s-ASPHALT-z_ ° : SEE SHEET 17 FOR - 91 V j ; < 6th AVENUE -s-ASPHALT-e_. CHESTNUT AVE PIPING 0 m — — — — — — — — — — — IMPROVEMENTS < nirMarnirlIMICAzimunin 11111111111111111111 iIIIIIIIIIIIIIIIIIIIIN1111111111111111 Inlll zrzmummunminummniti 111111111111111111IPilH IIIIIIIIIIIIIIIIIIIIIr11111111111111I11111 -__r� W P4 - � ✓; Z J \ 0 0 ° % (20" WOOD) 3 NEW 18" HDPE < ■i i.I.I IliIms IMtIIIIIMIMIMIMIMIMIMIMIMuIMiMuui IMIMIMIMIMuIMIMI 1 I.I i.iMl.I.I I.I.I 1 . 1M IM I. IA I_.. I_ J_ a. I_,_. .l_I.IMIMIMI_t1I_111l_l_I_I_l_l R IR � i 1 r \ I '� � . 1' �R IR W--+IR IR IR IR IR Ift M IR W I1 1_ cs 4 I ® N EW SHAWN() DITCH CO. (60" PIPE) R - CT ' 1 CONC. SIDEWALK - - - - - CONC. SIDEWALK - CONC. SIDEWALK -w BUILDING BUILDING O��G UTILITY Z - - MCLVANE 0 & VAULT H ■ 1 33 1 1 MACHINE I CALVARY I T a -- -- -- -- -- I 1 CHAPEL I WORKS 1 1 W; h 1 • 1 1 1 1 ° 300 31 322 T 0 �i3 = 1 1 - 1 1 1 1 1 1 1; 1 1 1 1 1 -0- ; a I SEE SHEET 17 DEL T g JOB NUMBER: DATE SHEET �v o � „ 04056 09-02-04 CITY OF YAKIMA Hulbregtse, Lowman Associates, Inc. V o -, FILE NAMES: 16 CIVIL ENGINEERING • LAND SURVEYING • PLANNING `' — DRAWING: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEMS 801 North 39th Avenue +Yakima, WA 98902 , ; PHASE 2 / STAGE 1 IMPROVEMENTS of (509) 966 -7000 o FAX (509) 965 -3800 ONAL 0 DESIGNED BY: MTB 20 • I EXPIRES 9 °"` 6, _ 2 006] R EV ISION DAT EN T E RED BY: TDF PLAN SEE BELOW SEE SHEET 16 Cr � 9 C ° / ( ( -- -- -- -- -- 1 I �a _ Km 8' f Ca _ II t n (7 nP ■ a I H 1 mi I = r - ■ z -u I 440 1 c 20' ■ - C � 0 ° / ! I - ` o 10 20 413 1 r — 2Z1 1 =i I a z D o!o z I s I I ■ rn C - n 1 1 ' + I • - -- -- -- -- 0+41 �N■ � O 2 -- -- -- -- - -J ° - RI C °- -- -- -- - - -- -- -- sGRAVELz o -� r q � X ■ ' i J W i ®_ `° P 0 0 CHESTNUT = _ *AVENUE m 1 P 1.11.11.1 ut1.... 1.. .11.t [v/ (18" WOOD) NEW 16" HDPE N— — — -IR ABANDONED NEW 3" HDPE (4" WOOD)sASP ■ tit = 1 � t � 1 �t �t� t�t� .�� 1 1 1�.mtstmto.m1 It ` ABANDONED .. r C _ q 1 x --E -IR IR IR IR- . , e ® _ = J O CONC. SIDEWALK N - — 1 1______L___________ _ CO � ® , G 1 — — _ — — — -- -- -- -- o — —• I - - - BUILDING - �- 0 N y � r 90 1 r 1 COCA -COLA 1 = 01 I � /� 1 BOTTLING CO 1 t -' ALL 0 IRRIGATION MAIN LOCATION, AND � SEE SHEET N5 16 FOR IMPROVEMENTS AT THIS LOCATION THE CONTRACTOR SHALL LOCATE THE EXISTING O N1 SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING O 4 WOOD STAVE BEND AND REMOVE WOOD STAVE CITY RECORDS AND MAY VARY FROM ACTUAL FIELD N3 REMOVE EXISTING 4" VALVE AND VALVE BOX PIPE AS REQUIRED FOR INSERTION OF NEW PIPING. LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING EXISTING IRRIGATION PIPES TO SOUTH AND WEST IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR N4 SLIPLINE APPROXIMATELY 170 L.F. EXISTING 4" WOOD TO BE PLUGGED AND ABANDONED. TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY STAVE PIPE WITH NEW 3" HDPE PIPE. 0 SLIPLINE APPROXIMATELY 225 L.F. EXISTING IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE SEE ABOVE 18" WOOD STAVE PIPE WITH NEW 16" HDPE _ _ _ _ PLANS � ; I PIPE. D j W I • N7 THE CONTRACTOR SHALL LOCATE THE EXISTING I 18" WOOD TO 18" PVC TRANSITION AND REMOVE I I I I 2 o 10 20 40 1 1 z I ■ _ SECTION OF WOOD STAVE PIPE AS REQUIRED FOR - - - N - I 1 1 1 I--' iz 0°3 INSERTION OF NEW 16" HOPE PIPE. CONNECT i., W NEW 16" HDPE PIPE TO EXISTING 18" PVC PIPE 3 W p> I WITH FITTINGS AS REQUIRED. w ! I > I I 1 I =■ Q = I j 1 1 1 1 0 i. 40' N8 SLIPLINE APPROXIMATELY 260 L.F. EXISTING 4" WOOD STAVE PIPE WITH NEW 3" HDPE PIPE. a" I 4I1 0 P 40 X30 I I _ ■ '° 1 N9 REMOVE EXISTING VALVE AND VALVE BOX. 1 h INSTALL NEW 3" G.V. VALVE BOX, AND CONNECT 1 2 1 ® I 1 0 HEAT I 3 - � .. TO NEW AND EXISTING PIPING. PIPING FROM to u) 1 I ®i I HEAT PUMP I y. p VALVE NORTH TO SSMH TO REMAIN. ■` ' BUILDING in 09 + BU ILDI NG PUMP 2" 03 N II ( ' INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE cci /: z/2 - - t� i' + 1 110 IN _ "4 1 '' U ® ® LOCATIONS, OR AS DIRECTED BY THE ENGINEER. CONNECT p 1 __ _ _ _ TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. (xi IR (4 W000 NEW 3 " HDPE woo -) ABA ONE- SEE DETAIL. EXISTING SERVICE LINES NOT TO BE REPLACED ss �iliJ �.i ����t�t�tt•t ����.�.nt , t�.�t z ® � SPHALc Tz' 1 � t�t�.. .�ikt�� _s- ASPHALT— SHALL BE ABANDONED. CONTRACTOR SHALL LOCATE VALVES ON ABANDONED LINES, REMOVE CAP, AND FILL VALVE m • 1 - - - - - N r` - - -- - ® ,n - — — — = ' - - ^ I � 1 BOX WITH CRUSHED SURFACING TOP COURSE. • BUILDING + + 0 + S TAIRWELL o � ° a o 0 111 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, 1 (.1 N N I I 1 w 1 X z AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE O SHALL MATCH EXISTNG CONDITIONS, UNLESS OTHERWISE " 1 I I I I 1 I z I DIRECTED BY THE ENGINEER. SEE DETAILS. 35 I 34 37 38 Q I m OP DENOTES PROPOSED ACCESS PIT LOCATION FOR - - - - { 1 1 I I I i IN /RECEIPT OF NEW PIPING. ACTUAL 1 1 1 1 1 I LOCATIONS TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO * SEE SHEET 16 OF 20 FOR PARCEL NUMBERS AND PROPERTY OWNERSHIP CONSTRUCTION. �L T. g, JOB NUMBER: DATE: SHEET • �G� o� • r 04056 09 -02 -04 CITY OF YAK I MA Hnibregtse, Lowman Associates, Inc. w -,�- " _ � � LE NAMES: - r1 DRAWING: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEMS 17 CIVIL ENGINEERING • LAND SURVEYING - PLANNING 6D, North 39th Avenue .`Yakima, WA 98902 � '• , FILE PHASE 2 / STAGE 1 IMPROVEMENTS OF (509) 966 -7000 a FAX (509) 965 -3800 ONAL 9/1/P4 DESIGNED BY: MTB 20 I EXPIRES 6, P0 06 1 REVISION DATE ENTERED BY: TDF PLAN I 14 1 I I 1 2 a ,a 2a 40 w wrAlk IN= — 3 1 E- 1 1 (/) 1 <J W SEE BELOW - U 1 18" PVC 18" STL 0 C J co 3 E — o a N M I PARKING LOT :`� ��� v 0 ❑ x x Cp N5 0 W = ® a / L P L t� LL +I U> N *Irl 1� \ / N N N N + 3 � E (/� + + /, //\ + C ONC . SID EWALK + o + u, IJ . E ■ 7d 1 � 18" STL . a (n ABANDONED � � f� _, ( ) NEW 16" HDPE l � W ,.i /I r... —ss ss ss ss 18" PVC) I r© ss ss s5 1■ ss ss ss Si ss lorem�'-,. = ,l=� �„. s ss ss ss ss ,� ss ss ss s ss ss ss-� ss ss = 1 sASPHALT—Z 1 Or I , �, i- ® 1 � 1 1® .r, 1 1 -' z iii E 1 --UT-UT T--UT �' 1 �i M N —s Z— t!� N , ❑- N i 31 + N _...v-LAWN z rn rn v + + ( w 1 IL' N O 3 Lo 0 40' 40' 0 47 LYONS I 0 1 1 POOL 1 4o'3 1 I I 1 1 3 1 1 0 ALL STATIONING, IRRIGATION MAIN LOCATION, AND 0 SLIPLINE APPROXIMATELY 140 L.F. EXISTING 18" WOOD SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING STAVE PIPE WITH NEW 16" HOPE PIPE. CITY RECORDS AND MAY VARY FROM ACTUAL FIELD LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING 0 THE CONTRACTOR SHALL REMOVE WOOD STAVE PIPE AS 1.11 1 I IRRIGATION MAIN LOCATION, SIZE, AND MATERIAL PRIOR AS REQUIRED FOR INSERTION OF NEW PIPING. CONNECT TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY NEW 16" HDPE TO EXISTING 18" WOOD STAVE PIPE WITH N 1 D I 1 IF FIELD CONDITIONS VARY FROM THAT SHOWN ON THE FITTINGS AS REQUIRED. j ir• j Iti '. o 10 zo +o i z , PLANS N10 PROVIDE SURFACING REPAIR AT ALL EXCAVATION j F ��� W N2 AS DIRECTED BY THE ENGINEER, THE CONTRACTOR LOCATIONS, AS APPROVED BY THE ENGINEER. 51 +24 < SH ALL CAMERA APPROXIMATELY 400 L.F. OF EXISTING SURFACE REPAIR TYPE SHALL MATCH EXISTNG 51 +2 — —� s Q CONDITIONS, UNLESS OTHERWISE DIRECTED BY R ET. IRRIGATION PIPE NOT DESIGNATED FOR REP 2 P.L. 51+3,4.0 _ 1 X — — — — — — WALL i ` THE ENGINEER. SEE DETAILS. — — „� NORTH FROM THE DESIGNATED ACCESS PIT, TO CONC. SIDEWALK , ��i _. z ;. A NEW 16 "HDPE — ' - DETERMINE EXISTING PIPE MATERIALS AND CONDITION. OP DENOTES PROPOSED ACCESS PIT LOCATION FOR • - Imml .. =ar3T.:.-' + �= , 'r ' ... �� '8'�'. =• - n w imi 18' WOOD =�_� % _ ' ??r 18" WOOD r(\ % (18 W OOD) o w w w w w ��/'. w �g'�� w w w W ' = w w w LOCATIONS TO BE DETERMINED BY THE CONTR N3 THE CONTRACTOR SHALL LOCATE THE EXISTING 18" PVC AND APPROVED BY THE ENGINEER PRIOR TO E. PINE C---, TO 18" STEEL PIPE TRANSITION AND REMOVE 18" PVC CONSTRUCTION. P PIPE AS REQUIRED FOR INSERTION OF NEW 16" HDPE - ASPHALTS PIPE. CONNECT NEW 16" HDPE TO EXISTING 18" PVC w L — — — — — 5 D — — — PIPE WITH FITTINGS AS REQUIRED. > m 9m N4 SLIPLINE APPROXIMATELY 420 L.F. EXISTING 18" STEEL w > • I PIPE WITH NEW 16" HDPE PIPE. w o v' z° 0 THE CONTRACTOR SHALL LOCATE THE EXISTING PIPE a o BEND AND REMOVE STEEL AND WOOD STAVE PIPE AS REQUIRED FOR INSERTION OF NEW PIPING. INSTALL — — — _ _ _ _ — _ — _ _ _ _ _ NEW 16" HDPE 90° BEND, AND 1.0 CY CONCRETE BLOCKING. N6 DISCONNECT EXISTING PIPING TO SOUTH AND REMOVE I EXISTING VALVE AND VALVE BOX. PLUG PIPE TO THE • 1 I SOUTH AND ABANDON PIPE. 1 i® NO EXISTING SERVICES ARE TO BE REPLACED FROM SPRUCE STREET TO E. PINE STREET. * SEE SHEET 16 OF 20 FOR PARCEL NUMBERS AND PROPERTY OWNERSHIP • gL T. g JOB NUMBER: DATE: SHEET & Hnibregtse, Lohman Associates, Inc. . �� `` FILE NAMES: 18 i40 CIVIL ENGINEERING •LAND SURVEYING •PLANNING / ,/ • DRAWING: 04056topo.dwg GENERAL 308 IRRIGATION SYSTEMS 801 North 39th Avenue +Yakima, WA 98902 ,, ; — PHASE 2 / STAGE 1 IMPROVEMENTS OF (509) 966 -7000 0 FAX (509) 965 -3800 ZONAL o DESIGNED BY: MTB 20 1 EXPIRES p.".. 6, tads lI 7 REVISION DATE ENTERED BY: TDF PLAN 3/4" WEBSTONE LOW PRESSURE GARDEN \w VALVE (BENT HOSE) NO. 30213, OR . z APPROVED EQUAL. OR 12" OR ° NOTE: FOR VEHICLE TRAFFIC AREAS NOTE: FOR NON- VEHICLE TRAFFIC AREAS _ LENGTH VARIES 18" " w SEE PLAN AS DIRECTED I AS DIRECTED I o w r4 3/4" GALV. PIPE I CONCRETE VALVE BOX < CAST IRON LID EXISTING BY CITY. PROVIDED GROUND L FINISHED GRADE n r n�i= u =u, �� '! mummy =u n��� I I ��JI I II` , J dn�llylr�T�1�Jl�� I I i w FINISHED GRADE �, :. I1 - z ° 3/4" GALV. 3/4" F.I.P. �� UPPER SECTION SLIDING 1 , 'IL Ze PIPE COUPLING w YPE C.I. VALVE BOX 1=1 II I FOR LAWNS OR NOTE: VALVE BOX TYPE VARIES USE RICH MODEL 940 -8, -11r 1�1� UNSURFACED AREAS, z TYPE 1 IN ALL TRAFFIC AREAS AND - 8- INCHES HIGH) �I INSTALL 5' DIA. o TYPE 2 IN NON- TRAFFIC AREAS. SEE DETAILS. a Z SECTION j -1�; 1= SCH. 40 PVC PIPE a OWER - fl Q LENGTH AS REQUITED. 0 v IIII-- Il . i w 3 4" HDPE TAPPING TEE R ICH MODEL HEIGHT I J vi / I. E QUIREMEN f VARIES) 1'� F SERVICE SADDLE FUSED �_ w j' - w CONNECTION. SEE SERVICE cn SADDLE CONNECTION DETAIL. to o 3/4" SERVICE PIPE SDR -9 CTS 200 LB POLYETHYLENE 3/4" GALV. TEE M 1 did OR EQUAL. TYPICAL W/ 3/4" HDPE x M.I.P. THREAD d LEM SLOPE TO DRAIN SLOPE TO DRAIN ADAPTER - - 0 t 1;, i!I1II :�1 i � „,,..At.,—,1 -v., 3 4” CURB STOP VALVE FOR VALVE* ` 0 o 0 CITY VALV P is 11: i: f �i:�6: :i : ice 0 / CUSTOMER VALVE cn r' ` "E PIPE FORD B66 -333 -G 3/4" CURB STOP VALVE FOR SEE TYPICAL SERVICE SEE TYPICAL SERVICE 0 ; `` pt OR APPROVED EQUAL. PE PIPE FORD B66 -333 -G WITH INSTALLATION DETAIL INSTALLATION DETAIL 4 ; `p * IF SERVICE HAS AN EXISTING CUSTOMER HH -34 HIGH LEVER HANDLE, OR ° o IS VALVE, NO NEW CUSTOMER VALVE OR APPROVED EQUAL. i ` . 1 SERVICE RISER SHALL BE INSTALLED. n: � ^ j i '� VERIFY W/ ENGINEER. EXTEND FOR CONNECTITION N TO TO EXIST. � � ,t, SERVICE PIPING. EXISTING PIPE TYPICAL SERVICE INSTALLATION MATERIALS MAY VARY. USE FITTINGS TYPE 1 VALVE BOX TYPE 2 VALVE BOX NOT TO SCALE AS REQUIRED FOR A COMPLETE, LEAK NOT TO SCALE NOT TO SCALE PROOF CONNECTION. 3/4 -INCH HDPE TAPPING TEE SERVICE SADDLE - PAYMENT UNE LIMIT FOR ALL TRENCH SURFACING REPAIR FUSED CONNECTION. 1' -0" PIPE O.D. + 24" 1' -O" ! CAST IRON LID MAX. MAX. COORDINATE ACCESS EXISTING g a PORT W/ ACCESS PROVIDE 24" DIAM. ACCESS HATCH SEE DETAILS FOR RECEIVING F 1 Y • VAULT HDPE FLANGE, BACKING FLANGE, `SURFACING REPAIR PIPE. ,' ji INSTALL SEALANT ■ FINISHED GRADE a GASKET, 1/4" STEEL PLATE, � 7y /Lyi` . .�tiv��v��y�� ` BETWEEN NEW AND >- AND 1 1/4 x 5 1/2" BOLTS ��ij � p�ij�ij� �' �' EXISTING PIPING. UPPER SECTION SLIDING o LEAK PROOF INSTALLATION. G ✓ // /� / QACKSLOPE AT IRRIGATION 6" MIN. TYPE C.I. VALVE BOX r ✓j� CONTRACTOR S OPTION THE CONTRACTOR SHALL BE MAIN. (RICH MODEL 940 -8, 18- INCHES HIGH) 1- 1 o RESPBACK ONSIBLTRENC(i E TOR SIDES ALL AT TRENCH THE SEBACKFILL CTION a 1 BACKFILL BEYOND THE LIMITS Z m SHOWN INCLUDING WIDER TRENCH LOWER w SECTIONS RESULTING FROM LAYING SECTION 0 NATIVE OR SELECT ■■ !! BACKFILL AS DIECTED BY (RICH MODEL R -36 4" MIN. 1 MIN. • PIPE ZONE FOR BACKFlLL EXCEPT ROAD 1 1 • o CROSSINGS SHALL BE BACKFlLLED =.1 NI plpEnN�W00DE1STAVE - II110IIM sa III N WITH SELECT BACKFlLL AS DIRECTED - 11 IIII � " BY THE CITY. -- ii SHOWN) z w I = .n: =11 1 ° _ 1 d C JL ' IC I } a CRUSHED SURFACING TOP COURSE I II I =7Is ml',. _. VALVE S IZE AND ENDS Gi[�i NOTE: PROVIDE EXTENSION ' SHALL BE USED FOR PIPE ZONE p AS SPECIFIED OR PIECE WHERE REQUIRED y MATERIAL - Y Illinf � - INDICATED ON PLANS. FOR VALVE BOX. NEW HDPE 30" x 30" x 24" ` 4� NEW IRRIGATION MAIN OR SERVICE ` (RICH MODEL 044, 12- INCHES HIGH) HDPE TEE " . "V ' ✓� LINE. , � NEW HDPE PIPE . i 4 � •*4 ' — -\ •`� �✓� �ly� LL 'u=Jt jr= ., ae x� • ' F ,, =u Jt d= l - 1--- SUITABLE EARTH FOUNDATION A L _- -1 _- IL JIaI1.TJL w \ et SEALANT NEW HDPE o_ PIPE ATTON o ACCESS PORT .DETAIL TYPICAL TRENCH SECTION SERVICE SADDLE CONNECTION DETAIL IRRIGATION MAINLINE VALVE BOX NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE cc co 0 0 A �w 19 T. g '4 JOB NUMBER: DATE: 04056 09 -02 -04 CITY OF Y A K I M A SHEET N Hnibrerttse, Lohman Associates, Inc. ~ °� y �' -,, ; _ FI NAMES: CIVIL ENGINEERING •LAND SURVEYING • PLANNING ;� / + f� _ _ ORAWNG: SHEETS.dwg GENERAL 308 IRRIGATION SYSTEM N 801 North 39th. Avenue •:Yakima, WA 98902 � PHASE 2 / STAGE 1 IMPROVEMENTS OF a (509) 966 -7000 + FAX (509) 965 -3800 " # f�t? /py DESIGNED BY: MTB CI j i EXPIRES 6. 1001 BY REVISION DATE ENTERED BY: EPC DETAILS 20 F STANDARD METER COVER EXISTING PAVEMENT EXISTING GRAVEL NOTE: PRIOR TO REMOVAL OF WOOD STAVE PIPE [RING AND LIDS ASPHALT CONCRETE PATCH VARIES ... ING DEPTH SURFACING DEPTH EXISTING WIRE COIL SHALL BE SECURELY PAYMENT O . LIMITS GRAVEL REPAIR VARIES FASTENED TO REMAINING WOOD STAVE =1111- 1111 =1 r - - 1 1111= -7 - 11M-- - I. Illl= - 1111- 1 -0 EXCAVATION 1 -0 1 -0 PAYMENT LIMITS PIPE. TYPICAL ALL WOOD STAVE PIPE. .,_-=--•_. _ - '' 1,-0. EXCAVATION 1' -0" 1 - 0 " PAYMENT UNE (MIN) - 1 V- • = SYMMETRICAL PAYMENT LINE (MIN) BOLTED FLANGE m m ABOUT c. OF PIPE 34" O.D. STEEL PIPE 2" 90• BEND NIP x CTS - r- �� iii � i iiiiselmiim 45 Jr ' ii TO REMAIN 2" VAL MARC MODEL 202C 18 DIA. 80 PIP PVC PIPE---.-- \ OR EQUAL COMBINATION ACP REPAIR, TYPE 1 APPROXIMATELY 32" LONG 7r�j. ♦ ." CONCRETE BLOCKING AIR - VACUUM VALVE ALLEYWAYS, DRIVEWAYS, AND ASPHALT PAVEMENT 44 ' OI, 3" CRUSHED SURFACING OTHER AREAS DIRECTED BY J TOP COURSE REINF. CONC. 2" DIA. BRASS NIPPLE I 0• PIPE REDUCER 2" BRASS BALL VALVE W11 HIGH ENGINEER. `' CRUSHED SURFACING �✓ HIGH LEVER HANDLE. • 3" ACP CLASS G :IV TOP COURSE �j ALTERNATE BACKSLOPE MApmi 2" x 2" x2" BRASS TEE • 6" CSTC SELECT BACKFILL -•-ALTERNATE AT CONTRACTORS OPTION AT CONTRACTORS OPTION Wi PLUG (BASE COURSE) CLEAN GRANULAR o 2 DIA. PIPE OF A LENGT ACP REPAIR, TYPE 2 GRAVEL SURFACING MATERIAL TO --► :. TO SUPPORT A/V ASSEMBLY ASPHALT CONCRETE SURFACING v DISPERSE WATER STREETS AND OTHER vi ' - BRICK FOR SUPPORT BASE AREAS DIRECTED BY THE . M1 � E NGINEER. w f I " ',11 i I • 6" ACP CLASS A UNSURFACED REPAIR NOTES: N • 12" SELECT BACKFILL (CSBC) o PAYMENT OMITS 1. CONTRACTOR SHALL BE RESPONSIBLE a. 2' -5" 34" WOOD STAVE 1 , - EXCAVATION 1' -O" 1'--0" , BEYOND THE PAYMENT LIMITS SHOWN, ON PIPE TO BE REMOVED PAYMENT UNE [ EXISTING GROUND u AS REQUIRED FOR i INCLUDING WIDER 1RENCH SEC110NS • -�• l RESULTING FROM LAYING BACK TRENCH 0 INSERTION OF NEW v r i i• i i iv vvv 0 PIPE. I J / ��/ ���j O J w �`j SIDES AT THE CONTRACTORS OPTION. NO 36" REINF. CONC. PIPE MEASUREMENT OR PAYMENT WILL BE MADE 2" SDR -9 CTS 2001b. 12" MIN. SILT MATERIAL FREE FROM ° o ./ - POLYETHELYNE, OR EQUIV. ROCKS. STORE IN STOCKPILE WHEN FOR SURFACE REPAIR BEYOND 1HE PAYMENT N LIMITS. THIS DETAIL IS FOR CONTRACTOR'S INFORMATION ON EXISTING REMOVED DURING TRENCHING OPERATIONS. cri PIPING CONTRACTOR SHALL TM MAKE RESTRAINED CONNECTIONS FROM �� 2" HDPE TAPPING TEE SADDLE, REPLACE TO MINIMUM THICKNESS SHOWN. 41 ' 2. NO MEASUREMENT OR PAYMENT WILL BE MADE w 1HE IF EXISTING GROUND SURFACE ADJACENT / '� FOR TRENCH SURFACING REPAIR IN UNSURFACED 0 NEW HDPE PIPE AT DESIGNATED LOCATIONS. FUSED CONNECTION. TO TRENCH DOES NOT INCLUDE SILT ' AREAS. a NEW HDPE PIPE, SIZE VARIES OVERBURDEN, THEN BACKFILL TO SURFACE ALTERNATE BACKSLOPE ,,.. WITH NATIVE MATERIAL EXCAVATED FROM �'� AT CONTRACTORS OPTION a EXISTING PIPE CONNECTION DETAIL TRENCH. CONCRETE TO WOOD STAVE PIPE AIR — VACUUM RELIEF VALVE UNSURFACED AREAS SURFACING REPAIR NOT TO SCALE NOT TO SCALE NOT TO SCALE '0',y i'q� ` NOTE: NOTE: M a es MODIFY EXISTING 1/4" STEEL COVER PLATE OR THE CONTRACTOR SHALL VERIFY FINAL VERTICAL qNF� S ` f a PROVIDE NEW 1/4" STEEL COVER PLATE W/ GASKET DIMENSIONS FOR EACH VAULT PRIOR TO ORDERING. ,94 FOR 6 -INCH DIAMETER PIPING. CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS AND 6 -INCH GATE VALVE FOR A COMPLETE, LEAK PROOF INSTALLATION. THE CONTRACTOR SHALL SUBMIT PIPING PLAN FOR CONCRETE UTILITY VAULT AP PRIOR TO CONSTRUCTION. NO. 571E COVER m 2" COMPACTED UTILITY VAULT W/ 2 -332P LOCKING DEPTH CSTC NO. 57TL C t0 1 / H -20 LOADIN STEEL COVER FOR >- i CONSTRUCTION W/ 2 -332P LOCKING o JOINT O / S COVER FOR �� H -20 LOADING � \� � r • 4" THICK CONCRETE SLAB SECTION AT SIDEWALKS i \�� �` l � ! ♦. \ I- AND OTHER AREAS AS DIRECTED BY THE ENGINEER .4� ''' <i!/'% �� ,` /' � ! UTILITY VAULT • 6" THICK CONCRETE SLAB SECTION AT DRIVEWAYS ■ r N0. 575 -BL w AND OTHER AREAS AS DIRECTED BY THE ENGINEER. l UTILITY VAULT BOTTOMLESS N0 575 -BL av BOTTEMLESS CONC. SLAB SECTIONS ` � w st • CLEAN GRANULAR NOT TO SCALE ` aq y Z z MATERIAL C ;� ♦ \�C v\ \tee \ \- a \ \�\\���e .9 ∎• I '-' ./..✓/.'�I /(/�i te.. <II..✓/�G / COMPACTED I I yG, Z zo �I o NOTES: SUBGRADE —�� _ ° THROUGH JOINTS WITH 3 8" JOINT MATERIAL EXISTING 3 O.D. 0`O // SHALL BE PLACED AT 26' INTERVALS. W/ 1 4" STEEL lii . 1111 1 1 /2" DEEP DUMMY JOINTS SHALL BE CONCRETE ACCESS PLA BOLTED LID. i SC RED INTO THE CONCRETE AT ALTERNATING THROUGH JOINTS ON 10' INTERVALS. EACH SIDE OF AND AROUND EACH ANILITY "V" GROOVES SHALL BE PLACED AT 5' APPURTENANCE. INTERVALS. HDPE ACCESS PORT Li ALL JOINTS "V" GROOVES AND EDGES SEE DETAIL ° SHALL BE DINISHED WITH AN EDGER HAVING a cc IIII A 1/4" RADIUS. z SIDEW ALLI( 0 NS FOR WIDTH AND POSITION OF RESERVOIR DRAIN PIPING DETAIL f CONC. SLAB JOINTING ACCESS MANHOLE MODIFICATION ACCESS VAULT CD •••'• NOT TO SCALE NOT TO SCALE NOT TO SCALE fY co 0 L T g , JOB NUM BER: D ATE: to o IV . CITY OF YAKIMA S HEET N � , Pg 040 08-20-04 Huibregtse, Lonman Associates, Inc. < -' - ; FILE NAMES: 20 W CIVIL ENGINEERING •LAND SURVEYING • PLANNING ' DRAHING: SHEETS.dwg GENERAL 308 IRRIGATION SYSTEM rn a. 801 North 39th. Avenue 4 Yakima, WA 98902 , f PHASE 2 /STAGE 1 IMPROVEMENTS OF (509) 966.7000 4 FAX (509) 965 -3800 O NAL V' 9/1 o r' DESIGNED BY: MTB DETAILS 20 !EXPIRES 6, 1066 BY REVISION DATE ENTERED BY: EPC P YAKIMA ORIGINAL - CITY OF . CITY OF YAKI pa _ z �� I3 oc �T ) r GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City Project No. 1R2059 HLA Project No. 040568 a p s • '97 re O ar I f t i sry OW Construction Contract Specifications & Bid Documents 2301 Fruitvale Boulevard OCTOBER 2005 Phone (509) 575 -6020 Yakima, WA 98902 fax (509) 575 -6238 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. r ' For Meeting Of 9/18/07 ITEM TITLE: Final Contract Payment for General 308 Irrigation System Phase 2 /Stage 3 Improvements -- Project #2059 SUBMITTED BY Irrigation Department CONTACT PERSON/TELEPHONE: Dave Brown, Manager 575 -6204 SUMMARY EXPLANATION: This irrigation project consisted of sliplining 5,699 feet of new 6 ", 8 ", 10 ", 14 ", 16" and 18" HDPE pipes; trench installation of 3,675 feet of new 3 ", 6 ", 8 ", 12 ", 16" and 18" HDPE pipes, 28 new valves, and 28 new services. The project also included two bore crossings of the BSNF railroad tracks – one at Polar Street and one at Pine Street. This project took place in the following areas: From the intersection of North 1 Ave and Poplar St. east to the intersection of N. Front Street and East F St. From the intersection of South 4 Ave and West Pine St. east to the intersection of N. 8 St. and East Pine St. In the alley between S. 1 Street and S. 2 Street from East Pine St. south to Pacific Ave. From the intersection of Pacific Ave. and S. 7 Street east to the intersection of Pacific Ave. and Fair Ave. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction costs. Contractor: Strider Construction Co. Contract Award: 11/9/06 Contract Award $ $1,134,839.47 Final Contract Cost: $1,147,704.13 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution _ Ordinance X Other (Specify) Final Contract Payment Contract — Mail to (name and address): Funding Source Irrigation Syste Improvement APPROVED FOR SUBMITTAL:, - d A . City Manager STAFF RECOMMENDATION: Accept the project and approve final estimate. COUNCIL ACTION: \J. City of Yakima GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS 129 North 2nd Street City Project No. Yakima, WA 98901 Project No.: 04056C -C TO: Strider Construction Co., Inc. Progress Estimate No. 6 and Final 4721 Northwest Drive Bellingham, WA 98226 Date: August 7, 2007 Item Contract Unit Estimate 5 Estimate 6 Quantity Contract No. Description Unit Quantity Price Quantity Quantity _ to Date Amount _ Quantity 1 Mobilization LS 1 $115,000.00 0% 0% 100% $115,000.00 100% 2 Project Temporary Traffic Cont-ol LS 1 $25,000.00 0% 0% 1 100% $25,000.00 100% E. 3 Clearing and Grubbing LS 1 $8,000.00 0% 0% 100% $8,000.00 100% Pipe Cleaning and Inspection for (a et 4 Pipes 10 -Inch Diameter and LF 1,425 $2.50 0 0 1,425 $3,562.50 100% Smaller _ _ _ Pipe Cleaning and Inspection for ® 5 Pipes 12 -Inch Diameter and Larger LF 4,030 - $2.75 0 0 - 4,030 _ $11,082.50 100% 6 Obstruction Removal EA 4 $1,000.00 0 0 3 $3,000.00 75% 7 Access Pit EA 12 $1,500.00 0 0 _ 12 $18,000.00 100% Jack /Bore 24 -Inch Steel Casing 8 Pipe LF 386 $475.00 0 0 416 $197,600.00 108% c _ o 2. 9 Slipline 18 -Inch HDPE Pipe LF 575 $46.00 0 0 575 $26,450.00 100% • 1 0 Slipline 16 -Inch HDPE Pipe LF 1,350 $36.00 0 _ 0 __.. 1,344 $48,384.00' 100% 2' 11 Slipline 14 -Inch HDPE Pipe LF 2,175 $32.00 0 0 1,830 $58,560.00 84% 54 12 Slipline 10 -Inch HDPE Pipe LF 400 $31.00 0 0 400 $12,400.00 100% 13 Slipline 8 -Inch HDPE Pipe LF 1,090 $26.00 0 0 1,090 $28,340.00 100% 14 Slipline 6 -Inch HDPE Pipe LF 460 $21.00 0 0 460 $9,660.00 100% 15 Trench 24 -Inch Steel Casing Pipe LF 187 $110.00 0 0 157 $17,270.00 84% 16 Trench 18 -Inch HDPE Pipe LF 75 $72.00 0 0 75 $5,400.00 100% 17 Trench 16 -Inch HDPE Pipe LF 1,435 $52.00 0 0 1,435 $74,620.00 100% 18 Trench 12 -Inch HDPE Pipe LF 55 $100.00 0 0 60 $6,000.00 109% 19 Trench 8 -Inch HDPE Pipe LF 1,290 $34.00 0 0 1,290 $43,860.00 100% 20 Trench 6 -Inch HDPE Pipe LF 650 $48.00 0 0 i 631 $30,288.00 97% 21 Trench 3 -Inch HDPE Pipe LF 180 $40.00 0 0 L 184 $7,360.00 102% 1 G:\ PROJECTS12004104056C- C1PROGRESS ESTIMATESIPROGRESS ESTIMATE 6 AND FINAL Item Contract Unit Estimate 5 Estimate 6 Quantity Contract No. Description Unit Quantity Price Quantity _ Quantity to Date Amount Quantity 22 Shoring or Extra Excavation LS 1 $10,000.00 0% 0% 100% $10,000.00 100% 23 16 -Inch Gate Valve EA 2 $5,500.00 0 0 2 $11,000.00 100% 24 14 -Inch Gate Valve EA 3 $5,000.00 0 0 2 $10,000.00 67% 25 12 -Inch Gate Valve EA 1 $2,000.00 0 0 1 $2,000.00 100% _ 26 10 -Inch Gate Valve EA 1 $1,700.00 0 0 1 $1,700.00 100% 27 6 -Inch Gate Valve EA 19 $1,000.00 0 0 19 $19,000.00 100% 28 3 -Inch Gate Valve EA 2 $800.00 0 0 2 $1,600.00 100% 29 Service Saddle EA 28 $650.00 0 0 29 $18,850.00 104% = 30 Service Valve EA 56 $100.00 0 0 52 $5,200.00 93% E. Q 31 Service Riser EA 28 $100.00 0 0 14 $1,400.00 50% eD - - 1 32 Type 1 Valve Box EA 64 $200.00 0 0 53 $10,600.00 83% St 33 Type 2 Valve Box EA 20 $75.00 0 0 26 $1,950.00 130% t-4 34 Service Lateral LF 170 $18.00 0 0 216.0 $3,888.00 127% 1 35 Controlled Density Fill CY 52 $120.00 0 0 52 $6,240.00 100% = 36 HMA Repair, Type 1 (3 ") SY 500 $32.00 ^ 0 0 2,262.2 $72,390.40 452% ct 37 HMA Repair, Type 2 (6 ") SY 1,600 $42.00 0.0 0.0 87.8 $3,687.60 5% 2 38 Gravel Surfacing Repair SY 1,900 $6.50 0 0 _ 1,603 $10,419.50 84% 1.1. 39 Sodded Lawn Repair SY 305 $22.00 263.40 0.00 263.40 $5,794.80 86% et So 40 Cement Concrete Curb and Gutter LF 50 $30.00 0 0 35 $1,050.00 70% a* 41 Concrete Slab, 4 -Inch SY 94 $45.00 0 0 _ 159 $7,155 169% 42 Concrete Slab, 6 -Inch SY 425 $50.00 0.0 0.0 443.4 $22,170.00 104% 43 Crushed Surfacing Top Course TN 1,350 $18.00 0.00 0.00 1,826.13 $32,870.34 135% 44 Select Backfill TN 1,300 $18.00 0.00 0.00 1,767.31 $31,811.58 136% 45 Minor Change FA 1 $10,000.00 14,056.24 0.00 20,110.48 $20,110.48 201% Est. G1PROJECTS \2004 \04056C- CIPROGRESS ESTIMATES \PROGRESS ESTIMATE 6 AND FINAL 2 Item Contract Unit Estimate 5 Estimate 6 Quantity Contract No. Description Unit Quantity Price Quantity Quantity to Date Amount Quantity SUBTOTAL $1,060,724.70 PLUS MATERIALS ON HAND $0.00 SUBTOTAL $1,060,724.70 STATE SALES TAX 8.2% $86,979.43 TOTAL $1,147,704.13 LESS TOTAL RETAINAGE $53,036.24 LESS AMOUNTS PREVIOUSLY PAID $1,094,667.89 AMOUNT NOW DUE $0.00 Estimate No. 1 $ 162,884.82 Estimate No. 2 $ 755,461.35 Estimate No. 3 $ 75,595.90 Estimate No. 4 $ 80,239.55 Estimate No. 5 $ 20,486.27 Estimate No. 6 and Final $ 0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. I Michael T. Battle, P.E. ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09.9 of the WSDOT Standard Specifications. 8/24/07 ider Construction Co Inc. James A. Gebhardt, President Date: G: \PROJECTS12004 \04056C -C \PROGRESS ESTIMATES \PROGRESS ESTIMATE 6 AND FINAL 3 (V; 3(5 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. / 7 For Meeting Of 11/7/06 ITEM TITLE: Final Contract Payment for General 308 Irrigation System Phase 2 /Stage 2 SUBMITTED BY: Water /Irrigation Department CONTACT PERSON /TELEPHONE: Dave Brown, Water & Irrigation Manager -575 -6204 SUMMARY EXPLANATION: This project consisted of sliplining 8,614 feet of new 3 ", 8 ", 10" and 16" HDPE pipes; trench installation of 1,994 feet of new 3 ", 6 ", 8" and 16" HDPE pipes, 36 new valves, and 103 new services. This work took place in Poplar Street from N. 1 Ave. to N. 6th Ave., in E. F St. fro N. Front St. and N. 8 St., and in the alley between N. 8 St. and N. 9 St. from E. F St. to E. Pine St. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction cost. Contractor: Trenchless Construction Services Contract Award: 11/28/058 Contract Cost: $910,002.43 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source Irrigation System Improvement APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Accept the project and approve final construction cost. COUNCIL ACTION: Project accepted and final payment approved. City of Yakima GENERAL 308 IRRIGATION SYSTEM 2301 Fruitvale Boulevard PHASE 2/ STAGE 2 IMPROVEMENTS Yakima, WA 98902 City Project No. IR2059 Project No. 04056B -C TO: Trenchless Construction Services LLC 4103 - 241st Street NE Estimate No. 7 and Final Arlington, WA 98223 Date: 30- Aug -06 Item Contract Estimate 5 Estimate 6 Quantity to Unit Contract No. Description Unit Quantity Quantity Quantity Date Price Amount Quantity 1 Mobilization LS 100% 0% 0% 100% $53,500.00 $53,500.00 100% 2 Temporary Traffic Control Devices LS 100% 0% 0% 100% $11,600.00 $11,600.00 100% v 3 Clearing and Grubbing LS 100% 0% 0% 100% $8,500.00 $8,500.00 100% e6 Pipe Cleaning and Inspection for Pipes 4 10 -Inch Diameter and Smaller LF 4,685 0 0 4,685 $2.00 $9,370.00 100% co Pipe Cleaning and Inspection for Pipes v. 5 12 -Inch Diameter and Larger LF 4,285 0 0 4,285 $2.00 $8,570.00 100% O 6 Obstruction Removal EA 12 0 0 2 $50.00 $100.00 17% 7 Access Pit EA 21 0 0 22 $1,400.00 $30,800.00 105% C 8 Slipline 16 -Inch HDPE Pipe LF 2,385 0 0 2,385 $42.00 $100,170.00 100% 9 Slipline 14 -Inch HDPE Pipe LF 875 0 0 875 $33.00 $28,875.00 100% 10 Slipline 12 -Inch HDPE Pipe LF 1,025 0 0 1,025 $33.00 $33,825.00 100% p o 11 Slipline 10 -Inch HDPE Pipe LF 3,390 0 0 3,390 $33.00 $111,870.00 100% 12 Slipline 8 -Inch HDPE Pipe Note 1 LF 1,210 0 0 850 $29.00 $24,650.00 70% Slipline 3 -Inch HDPE Pipe o 13 (City - Supplied Pipe) LF 85 0 0 89 $24.00 $2,136.00 105% Trench 16 -Inch HDPE Pipe °3 14 (City- Supplied Pipe) LF 295 0 0 313 $65.00 $20,345.00 106% S+ 15 Trench 8 -Inch HDPE Pipe Note 2 LF 875 0 0 1,200 $35.00 $42,000.00 137% 16 Trench 6 -Inch HDPE Pipe LF 465 0 0 420 $41.00 $17,220.00 90% Trench 3 -Inch HDPE Pipe 17 (City - Supplied Pipe) LF 65 0 0 61 $43.00 $2,623.00 94% 18 Shoring or Extra Excavation, Class B LS 100% 0% 0% 100% $2,500.00 $2,500.00 100% 19 Sink Hole Repair LS 100% 0% 0% 100% $3,200.00 $3,200.00 100% 20 Canal Pipe Removal and Repairs LS 1 0 0 1 $14,000.00 $14,000.00 100% 21 AirNacuum Relief Valve Assembly EA 1 0 0 1 $4,100.00 $4,100.00 100% 22 16 -Inch Gate Valve EA 2 0 0 2 $10,000.00 $20,000.00 100% 23 14 -Inch Gate Valve EA 1 0 0 1 $4,700.00 $4,700.00 100% 24 10 -Inch Gate Valve EA 1 0 0 1 $1,800.00 $1,800.00 100% 1 G: \PROJECTS\2004 \04056\GENERAL 308 RR STAGE 2 WORKSHEET 7F Item Contract Estimate 5 Estimate 6 Quantity to Unit Contract No. Description Unit Quantity Quantity Quantity Date Price Amount Quantity , 25 8 -Inch Gate Valve EA 7 0 0 7 $1,500.00 $10,500.00 100% 26 6 -Inch Gate Valve EA 20 0 0 20 $1,300.00 $26,000.00 100% 27 4 -Inch Gate Valve EA 2 0 0 2 $800.00 $1,600.00 100% 28 3 -Inch Gate Valve EA 3 0 0 3 $900.00 $2,700.00 100% 29 Service Saddle EA 103 0 0 106 $300.00 $31,800.00 103% 30 Service Valve EA 201 0 0 203 $80.00 $16,240.00 101% 31 Service Riser EA 98 0 0 70 $140.00 $9,800.00 71% 32 Type 1 Valve Box EA 71 0 0 67 $200.00 $13,400.00 94% 33 Type 2 Valve Box EA 130 0 0 136 $100.00 $13,600.00 105% 34 Service Lateral LF 1,600 0 0 1,622 $8.00 $12,976.00 101% 35 Existing Service Removal EA 14 0 0 0 $400.00 $0.00 0% 36 Asphalt Pavement Repair, Type 1 SY 310 416.3 0.0 788.6 $26.00 $20,503.60 254% 37 Asphalt Pavement Repair, Type 2 SY 1,250 0 0 0 $40.00 $0.00 0% a . 38 Gravel Surface Repair SY 530 0 0 0 $4.00 $0.00 0% s 39 Sodded Lawn Repair SY 70 12.1 0.0 12.1 $10.00 $121.00 17% elg 40 Cement Concrete Curb and Gutter LF 265 0 0 50 $19.00 $950.00 19% '® 41 Concrete Slab, 4 -Inch SY 100 42.2 0.0 117.8 $24.00 $2,827.20 118% co 42 Concrete Slab, 6 -Inch SY 55 2.6 0.0 53.2 $32.00 $1,702.40 97% 4 43 Crushed Surfacing Top Course TON 650 0.00 0.00 1,079.68 $16.00 $17,274.88 166% = 44 Select Backfill TON 1,200 74.56 0.00 1,107.09 $14.00 $15,499.26 92% 45 Minor Change FA est. 0 $11,407.74 $17,209.54 $10,000.00 $17,209.54 172% SUBTOTAL, CONTRACT WORK $771,157.88 0-1 Note 1, Corrected to reflect actual quantity al Note 2, Corrected to reflect actual quantity CHANGE ORDER NO. 1 C1 -1 Pavement removal including haul, calculated LS 1 0 0 1 $12,500.00 $12,500.00 at an average thickness of 3" x C1 -2 Removal of additional depth of asphalt TON 0 0.00 0.00 263.38 $20.00 $5,267.60 C1 -3 -. Roadway excavation as directed TON 0 0.00 0.00 486.81 $16.00 $7,788.96 C1 -4 Roadway grading and compaction LS 1 0 0 1.00 $7,650.00 $7,650.00 C1 -5 Adjustment of existing utility castings EA 6 4 0 7.00 $375.00 $2,625.00 C1 -6 Sawcut pavement for trenching and LS 1 0 0 1 $1,000.00 $1,000.00 roadwork C1 -7 Hot Mix Asphalt, Class 3/8 ", PG 64 -28 TON 435 0.00 0.00 421.93 $53.00 $22,362.29 C1 -8 Crushed Surfacing, Top Course TON 415 0.00 0.00 763.26 $14.00 $10,685.64 C1 -9 Grader for street maintenance HOUR 0 0 0 0.00 $115.00 $0.00 C1 -10 Water truck for street maintenance HOUR 0 0 0 0.00 $97.50 $0.00 SUBTOTAL,CHANGE ORDER NO. 1 $69,879.49 G:\PROJECTS\2004 \04056 \GENERAL 308 IRR STAGE 2 WORKSHEET 7F 2 SUBTOTAL $841,037.37 PLUS MATERIALS ON HAND $0.00 SUBTOTAL AMOUNTS $841,037.37 8.2% STATE SALES TAX $68,965.06 TOTAL AMOUNT $910,002.43 LESS AMOUNTS PREVIOUSLY PAID $910,002.43 AMOUNT NOW DUE $0.00 Estimate No. 1 $ $254,929.76 Estimate No. 2 $ $244,477.45 cv Estimate No. 3 $ $290,123.84 Estimate No. 4 $ $92,347.63 Estimate No. 5 $ $15,780.58 c) Estimate No. 6 $ $12,343.17 y Estimate No. 7 $ $0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. 410F. w ti Michael T. Battle, 1 . ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09 -9 of the WSDOT Standard Specfications. Trenc ss Construction Servi es " Date: G: \PROJECTS\2004 \04056\GENERAL 308 IRR STAGE 2 WORKSHEET 7F 3 7 • BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. ) 7 41 For Meeting Of 11/7/06 ITEM TITLE: Final Contract Payment for General 308 Irrigation System Phase 2 /Stage 2 SUBMITTED BY: Water/Irrigation Department CONTACT PERSON/TELEPHONE: Dave Brown, Water & Irrigation Manager -575 -6204 SUMMARY EXPLANATION: This project consisted of sliplining 8,614 feet of new 3 ", 8 ", 10" and 16" HDPE pipes; trench installation of 1,994 feet of new 3 ", 6 ", 8" and 16" HDPE pipes, 36 new valves, and 103 new services. This work took place in Poplar Street from N. 1 Ave. to N. 6th Ave., in E. F St. fro N. Front St. and N. 8 St., and in the alley between N. 8th St. and N. 9 St. from E. F St. to E. Pine St. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction cost. Contractor: Trenchless Construction Services Contract Award: 11/28/058 Contract Cost: $910,002.43 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract — Mail to (name and address): Funding Source Irrigation System Improvement APPROVED FOR SUBMITTAL: ��- -� ?� City Manager STAFF RECOMMENDATION: Accept the project and approve final construction cost. COUNCIL ACTION: Standard Motion V -B was accepted and final payment approved. City of Yakima GENERAL 308 IRRIGATION SYSTEM 2301 Fruitvale Boulevard PHASE 2/ STAGE 2 IMPROVEMENTS Yakima, WA 98902 City Project No. IR2059 Project No. 04056B -C TO: Trenchless Construction Services LLC 4103 - 241st Street NE Estimate No. 7 and Final Arlington, WA 98223 Date: 30- Aug -06 Item Contract Estimate 5 Estimate 6 Quantity to Unit Contract No. Description Unit Quantity Quantity Quantity Date Price Amount Quantity 1 Mobilization LS 100% 0% 0% 100% $53,500.00 $53,500.00 100% 2 Temporary Traffic Control Devices LS 100% 0% 0% 100% $11,600.00 $11,600.00 100% cj 3 Clearing and Grubbing LS 100% 0% 0% 100% $8,500.00 $8,500.00 100% Pipe Cleaning and Inspection for Pipes 4 10 -Inch Diameter and Smaller LF 4,685 0 0 4,685 $2.00 $9,370.00 100% , Pipe Cleaning and Inspection for Pipes 5 12 -Inch Diameter and Larger LF 4,285 0 0 4,285 $2.00 $8,570.00 100% 6 Obstruction Removal EA 12 0 0 2 $50.00 $100.00 17% 7 Access Pit EA 21 0 0 22 $1,400.00 $30,800.00 105% 8 Slipline 16 -Inch HDPE Pipe LF 2,385 0 0 2,385 $42.00 $100,170.00 100% F 9 Slipline 14 -Inch HDPE Pipe LF 875 0 0 875 $33.00 $28,875.00 100% 5 ' 10 Slipline 12 -Inch HDPE Pipe LF 1,025 0 0 1,025 $33.00 $33,825.00 100% c5 ' 11 Slipline 10 -Inch HDPE Pipe LF 3,390 0 0 3,390 $33.00 $111,870.00 100% 12 Slipline 8 -Inch HDPE Pipe Note 1 LF 1,210 0 0 850 $29.00 $24,650.00 70% Slipline 3 -Inch HDPE Pipe 13 (City- Supplied Pipe) LF 85 0 0 89 $24.00 $2,136.00 105% Trench 16 -Inch HDPE Pipe "= 14 (City - Supplied Pipe) LF 295 0 0 313 $65.00 $20,345.00 106% 15 Trench 8 -Inch HDPE Pipe Note 2 LF 875 0 0 1,200 $35.00 $42,000.00 137% 16 Trench 6 -Inch HDPE Pipe LF 465 0 0 420 $41.00 $17,220.00 90% Trench 3 -Inch HDPE Pipe 17 (City - Supplied Pipe) LF 65 0 0 61 $43.00 $2,623.00 94% , 18 Shoring or Extra Excavation,'Class B LS 100% 0% 0% 100% $2,500.00 $2,500.00 100% 19 Sink Hole Repair LS 100% 0% 0% 100% $3,200.00 $3,200.00 100% 20 Canal Pipe Removal and Repairs LS 1 0 0 1 $14,000.00 $14,000.00 100% 21 AirNacuum Relief Valve Assembly EA 1 0 0 1 $4,100.00 $4,100.00 100% 22 16 -Inch Gate Valve EA 2 0 0 2 $10,000.00 $20,000.00 100% 23 14 -Inch Gate Valve EA 1 0 0 1 $4,700.00 $4,700.00 100% 24 10 -Inch Gate Valve EA 1 0 0 1 $1,800.00 $1,800.00 100% G \ PROJECTS \2004\04088 \GENERAL 308 !RR STAGE 2 WORKSHEET 7F 1 Item Contract Estimate 5 Estimate 6 Quantity to Unit - Contract No. Description Unit Quantity Quantity Quantity Dais Price Amount Quantli 25 8 -Inch Gate Valve EA 7 0 0 7 $1,500.00 $10,500.00 100% 26 6 -Inch Gate Valve EA 20 0 0 20 $1,300.00 $26,000.00 100% 27 4 -Inch Gate Valve EA 2 0 0 2 $800.00 $1,600.00 100% 28 3 -Inch Gate Valve EA 3 0 0 3 $900.00 $2,700.00 100% 29 Service Saddle EA 103 0 0 106 $300.00 $31,800.00 103% 30 Service Valve EA 201 0 0 203 $80.00 $16,240.00 101% 31 Service Riser EA 98 0 0 70 $140.00 $9,800.00 71% 32 Type 1 Valve Box EA _71 0 0 67 $200.00 $13,400.00 94% 33 Type 2 Valve Box EA 130 0 0 136 $100.00 $13,600.00 105% 34 Service Lateral LF 1,600 0 0 1,622 $8.00 $12,976.00 101% 35 Existing Service Removal EA 14 0 0 0 $400.00 $0.00 0% 36 Asphalt Pavement Repair, Type 1 SY 310 416.3 0.0 788.6 $26.00 $20,503.60 254% 37 Asphalt Pavement Repair, Type 2 SY 1,250 0 0 0 $40.00 $0.00 0% I 38 Gravel Surface Repair SY 530 0 0 0 $4.00 $0.00 0% z 39 Sodded Lawn Repair SY 70 12.1 0.0 12.1 $10.00 $121.00 17% 40 Cement Concrete Curb and Gutter LF 265 0 0 50 $19.00 $950.00 19% 41 Concrete Slab, 4 -Inch SY 100 42.2 0.0 117.8 $24.00 $2,827.201 118% I 42 Concrete Slab, 6 -Inch SY 55 2.6 0.0 53.2 $32.00 $1,702.40' 97% 43 Crushed Surfacing Top Course TON 650 0.00 0.00 1,079.68 $16.00 $17,274.88!. 166% t 44 Select Backfill TON 1,200 74.56 0.00 1,107.09 $14.00 $15,499.26 92% _ 45 Minor Chan•e FA est. 0 $11,407.74 $17,209.54 $10,000.00 $17,209.54 172% ri _ _ SUBTOTAL, CONTRACT WORK $771,157.88 Note 1, Corrected to re actual quantity 1 Note 2, Corrected to reflect actual • uantit CHANGE ORDER NO. 1 : - 4) C1 -1 Pavement removal including haul, calculated LS 1 0 0 1 $12,500.00 $12,500.00 at an average thickness of 3" I C1 -2 Removal of additional death of as•halt TON 0 0.00 0.00 263.38 $20.00 $5,267.60 C1 -3 Roadway excavation as directed TON 0 0.00 0.00 486.81 $16.00 $7,788.96 C1 -4 Roadway grading and compaction LS 1 0 0 1.00 $7,650.00 $7,650.00 C1 -5 Adjustment of existing utility castings EA 6 4 _ 0 7.00 $375.00 $2,625.00 C1 -6 Sawcut pavement for trenching and LS 1 0 0 1 $1,000.00 $1,000.00 roadwork C1 -7 Hot Mix Asphalt, Class 3/8 ", PG 64 -28 TON 435 0.00 0.00 421.93 $53.00 $22,362.29 C1 -8 Crushed Surfacing, Top Course TON 415 0.00 _0.00 763.26 $14.00 $10,685.64 01 -9 Grader for street maintenance HOUR 0 0 0 0.00 $115.00 $0.00 C1 -10 Water truck for street maintenance HOUR 0 0 0 0.00 $97.50 $0.00 SUBTOTAL,CHANGE ORDER NO. 1 $69,879.49 G: \PROJECT" '58 \GENERAL 308 IRR STAGE 2 WORKSHEET 7F 2 SUBTOTAL $841,037.37 PLUS MATERIALS ON HAND $0.00 SUBTOTAL AMOUNTS $841,037.37 82% STATE SALES TAX $68,965.06, TOTAL AMOUNT $910,002.43 LESS AMOUNTS PREVIOUSLY PAID $910,002.43 AMOUNT NOW DUE $0.00 Estimate No. 1 $ $254,929.76 Estimate No. 2 $ $244,477.45 Estimate No. 3 $ $290,123.84 Estimate No. 4 $ $92,347.63 Estimate No. 5 $ $15,780.58 Estimate No. 6 $ $12,343.17 Estimate No. 7 $ $0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. Michael T. Battle, ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09 -9 of the WSDOT Standard Specfications. i t. k ' - 1 ��, 9 22 — (X? Trenc ss Construction Servibes I Date: G'\ PROJECTS \2004\04056 \GENERAL 308 IRR STAGE 2 WORKSHEET 7F 3 Pip Replaced in the General -308 rri a o n Sy stem from 1998 to 2006 I -■ .s,,,Av„ R. , ...Ili J ..., „r„ �� -44 � � � � ■ m MERR - - -< M i f 2 f liran ...o rtv E BLVD - -_ ` , Otte, 0 .. t* a t poi!, �� � _ � ■� F R € . A � Al Pipe Replacement Complete jI -' _� 110. \ �... , �� Ge eral - 308 Pi e T I ■■EI ' I 0� �� p Type ! 1 F - i ® a..,._ — r Atiotoptot\t, , � CAST CONC 1--.- . - DIM WAIF- --- Eximim ‘T tiw% Wil , _ A/ci °"' - : o,a... -` ►ONO* �� ®� ®*�� A/ COPPER .. ■ �� � ' I I :: _,A i p, • . !Ix GAIN 11111 � � ��� �d1 �`,,, �����1 ��R � ��� ; l..�., � / V STE E L . 601.1...mulam ■!�� ■ ■�� � � -- � \Voss ,, ,, ��� ���� ��� �� _. . WOOD III ile .� 01 1 \ . I. . * �1� /HDPE i lialF1 I 1 ■ Ng- ■■11111 _ . _ *limp_ 1 1 11.,..:: 1 111111111110 ° 1 R% 1 1 i • .. PACIFlCAVE ©111 �� i II N °[ A 1 --..� " 1. 111111111.111 111111111 � ! , R , I - p l 1 � u Ii .i1 IiiiiEU _ I I � \ . I _ i • - . NOB HILL BL I:a11■■ ( ...._.e E NOB HILL BLW . • ' / \ E 5000 0 5000 10000 Feet i I S CITY OF Y GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City Project No. 1R2059 HLA Project No. 04056B a,,EL T. p 34872 .0 IST E��' SI ONAL z EXPIRES iltuna. 6, 2006 Construction Contract Specifications & Bid Documents OCTOBER 2005 Z:1JAN \SPECS \040568- YK.wpd CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS • City Project No. IR2059 HLA Project No. 04056B TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS 1 -1 INVITATION TO BID 1 -2 SECTION 2 - INFORMATION FOR BIDDERS 2 -1 INFORMATION FOR BIDDERS 2 -2 SECTION 3 - BID PACKAGE 3 -1 BID PROPOSAL 3 -2 UNIT PRICE BID PROPOSAL 3 -3 BID BOND FORM 3 -5 BID BOND 3 -5 NON - COLLUSION DECLARATION 3 -6 NONDISCRIMINATION PROVISION 3 -7 SUBCONTRACTOR LIST 3 -8 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY 3 -10 RESOLUTION NO. D -4816 3 -11 AFFIRMATIVE ACTION PLAN • 3 -12 BIDDERS CERTIFICATION 3 -14 SUBCONTRACTORS CERTIFICATION 3 -15 PROPOSAL 3 -18 BIDDER'S CHECK LIST 3 -19 SECTION 4 - CONTRACT AND RELATED MATERIALS 4 -1 CONTRACT 4 -2 PERFORMANCE BOND 4 -4 SCHEDULE OF WORKING HOURS 4 -6 INSURANCE FORM 4 -7 MINIMUM WAGE AFFIDAVIT 4 -9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5 -1 PREVAILING WAGE RATES 5 -2 SECTION 6 - TECHNICAL SPECIFICATIONS 6 -1 STANDARD SPECIFICATIONS 6 -2 SPECIFICATION INDEX 6 -3 Z: \JAN \S PECS \040568- YK.wpd SECTION 1 - ADVERTISEMENT FOR BIDS Z: \JAN \SPECS \040568 - YK.wpd INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 10:00 a.m. on October 19, 2005, and then be opened and publicly read for the construction of: GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City of Yakima Project No. IR2059 Irrigation system improvements including sliplining approximately 8,950 linear feet of new 3 ", 6 ", 8 ", 10 ", 12 ", 14 ", and 16" HDPE pipes; and open- cutting approximately 1,500 linear feet of new 3 ", 6 ", 8 ", 12 ", and 16" HDPE pipes, and installing approximately 106 service connections . Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe and valves; surface restoration including asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. Plans, Specifications, and bid forms are available from Huibregtse, Louman Associates, Inc., located at 801 North 39 Avenue, Yakima, WA 98902, phone number (509) 966 -7000, FAX: (509) 965 -3800, and may be obtained for a fee of $50.00 for each set, non - refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at various plan centers. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a Contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. The City of Yakima reserves the right to reject any or all bids and proposals, and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima. DATED this 29 day of September, 2005. Karen S. Roberts City Clerk PUBLISH: October 4, 2005 October 5, 2005 Z: \JAN \SPECS \04056B - YK.wpd 1-2 SECTION 2 - INFORMATION FOR BIDDERS Z: \JAN\SPECS \040566- YK.wpd 2-1 INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 10:00 a.m., October 19, 2005, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901. All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required. The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postpone- ment thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the BONDS of all except the three lowest responsive BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the Z:\JAN \SPECS \040566 - YK.wpd 2 -2 OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Michael T. Battle, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509)966- 7000, FAX: (509)965 -3800. Z: \JAN \SPECS\04056B - YK.wpd 2-3 SECTION 3 - BID PACKAGE Z:1JAN \SPECS \04056B - YK.wpd 3° CITY OF YAKIMA 129 NORTH 2 STREET YAKIMA, WASHINGTON BID PROPOSAL GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS YAKIMA, WASHINGTON City of Yakima Project No. IR2059 To: City Clerk City of Yakima Proposal of i72 .k CO7)61rGfc ijr 5er Vr c efS uc_. (hereinafter called "BIDDER "), organized and existing under the laws of the State of Washington, doing business as ,LCo (insert "a corporation," "a partnership," or "an individual" as applicable). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVE- MENTS - City of Yakima Project No. IR2059, in strict accordance with the CONTRACT DOCU- MENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1 -08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each day thereafter as provided for in Section 1 -08.9 of these Special Provisions. BIDDER acknowledges receipt of the following ADDENDA: BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum: Z:\JAN \SPECS \040568- YK.wpd 3-2 UNIT PRICE BID PROPOSAL (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes /corrections to the bid must be initialed by the signer of the bid, in accordance with Section 1- 02.5.) CITY OF YAKIMA GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056B ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS 1 Mobilization LUMP SUM - - - X M / i' / o 2 Temporary Traffic Control Devices LUMP SUM - - - X = L i,. ° / 3 Clearing and Grubbing LUMP SUM - - - X = Q� / " 4 Pipe Cleaning and Inspection for LF 4,685 X 60 _ g s 0 , 6° Pipes 10 -Inch Diameter and Smaller 9 i / 5 Pipe Cleaning and Inspection for LF 4,285 X ' 69C) = 5 70 . / , Pipes 12 -Inch Diameter and Larger ,1 / 6 Obstruction Removal EA 12 X 60.. (,66 = 6 oo .00 7 Access Pit EA 21 X / 00 _ ` o,o , / - 8 Slipline 16 -Inch HDPE Pipe LF 2,385 X = ,+/� 17 e o' / 9 Slipline 14 -Inch HDPE Pipe LF 875 X .g' Oa = (- , 974:06 // 10 Slipline 12 -Inch HDPE Pipe LF 1,025 X ,g,06 = 3 Resod v/ -- 11 Slipline 10 -Inch HDPE Pipe LF 3,390 X �7 , (C) _ /14 e37 ®6 12 Slipline 8 -Inch HDPE Pipe LF 1,210 X / Woo = ®cm 13 Slipline 3 -Inch HDPE Pipe (City- LF 85 X = / - Supplied Pipe) �� c�j L fL'° "`� 14 Trench 16 -Inch HDPE Pipe (City- LF 295 X _ /9 / 06 Supplied Pipe) / 15 Trench 8 -Inch HDPE Pipe LF 875 X (r) = ' c of oD ✓ 16 Trench 6 -Inch HDPE Pipe LF 465 X All / ° £X = /'7 Ot' 70 V. 17 Trench 3 -Inch HDPE Pipe (City- LF 65 X Supplied Pipe) 113.60 = A 7q 6 ' & R 18 Shoring or Extra Excavation, Class B LUMP SUM - - - X = ( OC) / 19 Sink Hole Repair LUMP SUM - - - X = / f 20 Canal Pipe Removal and Repairs LUMP SUM - - - X = 11 ®� 21 AirNacuum Relief Valve Assembly EA 1 X = /CO . Jo 1 ?2 16 -Inch Gate Valve EA 2 X /0 = c z Qoc 4 6 / Z: \JAN \SPECS \040568 - YK.wpd 3 -3 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS / 23 14 -Inch Gate Valve EA 1 X 4700 66 = 4,, # , 0 ✓ *" 24 10 -Inch Gate Valve EA 1 X ' 9 f e o® = I BM, 6 6 ✓ 25 8 -Inch Gate Valve EA 7 X / . ' Q 9 OCR _ 1 0 , O / � - % 26 6 -Inch Gate Valve EA 20 X j 3 ea 06 = / 006 , 00 /-- 27 4 -Inch Gate Valve EA 2 X afja ®C) = 28 3 -Inch Gate Valve EA 3 X 9) £2 = ' 29 Service Saddle EA 103 X . ®D = f� f j 7 geroon v ' . 30 Service Valve EA 201 X sr, ®6 _ / (p j " ® , / 31 Service Riser EA 98 X /41 °6 = // f `7 O / -- 32 Type 1 Valve Box EA 71 X t 000 = /4 ,/ / °" 33 Type 2 Valve Box EA 130 X MO, no = l P ✓ 34 Service Lateral LF 1,600 X c9 ,0e) 0t) = / ct9 t ✓ // 35 Existing Service Removal EA 14 X ,, 06 = 06. v .- 36 Asphalt Pavement Repair, Type 1 SY 310 X �6 = D O ' ✓ ,- 37 Asphalt Pavement Repair, Type 2 SY 1,250 X /,1i� V 0 _ , 6 O ✓ 38 Gravel Surface Repair SY 530 X I / 06 = 4 A / 6 '/ 39 Sodded Lawn Repair SY 70 X __JO' b = 7 - 6 OO V l 40 Cement Concrete Curb and Gutter LF 265 X /9 00 = T, 0 J;"::00 41 Concrete Slab, 4 -Inch SY 100 X $ 00 _ c . / , Z.700 f QQ ✓ - 42 Concrete Slab, 6 -Inch SY 55 X 3760 = / 76o, O J V -° 43 Crushed Surfacing Top Course TON 650 X , 60 _ , O6 v 44 Select Backfill TON 1,200 X / = / f {� 45 Minor Change FORCE - - - X Est. = / 10,000.00 ACCOUNT BID SUBTOTAL 7L5 17' 8.2% STATE SALES TAX (O� , �• BID TOTAL 7(61, 1 /,, k ‘ � 3. C Z: \JAN \SPECS \040568 - YK.wpd 3-4 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ , which amount is not less than five percent (5 %) of the total bid_ Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: Thatwe Trenchless Construction Services, LLC , as Principal, and First National Insurance Company of America ,as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of Five Percent (5 %) of Total Amount Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 19 h DAY OF Oc - . -r , 2005° iTreich, s Con1 ie Se ces, T ,C Air/ . :.ter -40( A . 7/ i it t National Insur ce Company of America Surety Viki Baum, Attorney -in -Fact . _ 20 Received return of deposit in the sum of $ Z; JAMSPECS \040509- Yi(,wpd 3-5 g ;� POWER Safeco Insurance Companies OF ATTORNEY PO Box 34526 Seattle, WA 98124 -1526 No. 7351 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint * * * ** *MIKE AMUNDSEN; VIKI BAUM; JOHN C. BEESON; STEVEN K. BUSH; M. J. COTTON; JIM W. DOYLE; JULIE M. GLOVER; DARLENE JAKIELSKI; JIM S. KUICH; MICHAEL A. MURPHY; LAWRENCE J. NEWTON; NANCY J. OSBORNE; ANDY D. PRILL; S. M. SCOTT; Bothell, Washington * * * * * * * * * * * * * ** its true and lawful attorney(s) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents � ` this 24th day of May 2005 JZte AC2.rup 4 Al i - 0/4.Crk__.y tr — STEPHANIE DALEY - WATSON, SECRETARY MIKE PETERS, PRESIDENT, SURETY CERTIFICATE Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley- Watson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 19th day of October , 2005 �r 0/ 4) . y4 to w 8 w . STEPHA NIE DALEY - WATSON, SECRETARY S- 1049 /DF 4/05 Safeco and the Safeco logo are registered trademarks of Safeco Corporation. WEB PDF NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States, that the following statements are true and correct: 1. That the undersigned person(s), firm, association, or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. Z:1JANISPECS104056B- YK.wpd 3-6 NONDISCRIMINATION PROVISION During the performance of this Contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. Z: \JAN\SPECS \040566 - YK.wpd 3-7 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City of Yakima Project No. IR2059 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontract• s as indicated for: Subcontractor Name InWD 0 ) 14 1 C-40 7 --- Item Numbers ‘ ,4y Subcontractor Name �.,t4Yl A Item Numbers 37 Subcontractor Name �- ' Cb Ad' - reams Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid it- •• umbers to be performed the prime contractor: L g ice-7V i C S Prime Contractor Name Item Numbers j Z: \JAN \SPECS \040568- YK.wpd 3-8 BIDDER'S DATA FORM The following information will be verified by the City of Yakima. 1. Past experience with similar type work; include names, addresses, and telephone numbers of clients, locations of jobs performed, project descriptions, and contract amounts. Q 4 d e cL 2. Past maintenance services performed on similar systems; include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions. fillache 3. Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction. iL/ 4. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications. Ot- 5. Provide Washington state Contractor's registration (license) number. t ikieC / M NOTE: Complete this Bidder's Data Form and submit with Bid. Failure to submit any or all of the foregoing information will be cause for rejection of the bid affected. Z: \JAN \SPECS \04056B- YK.wpd 3-9 Status: Active 1 Fleet Codes Matching: Equipment List Page 1 Trenchless Const. Serv., LLC 10114,0511:19 10/14/2005 Cospany:0 Equipment Description Model Serial No. License No. Expires Hours Mileage / - ✓01 2002 Kawasaki G /ORV AN KVF650A1 JKAVFEA162B523114 237063A 10/09/2004 0 0 / /02 2002 ATV Kawasaki Prairie Prairie JKAVFEB1X2B1X2B500899 246766A 02/16/2006 0 0 L .:HOE50 1999 CASE LOADER / EXTENDAHOE 580L II 4X4 JJG0246628 N/A 755 0 Notes: OLD # 430 BACHOE51 2001 CASE LOADER /EXTENDAHOE 580M 4X4 JJG0307951 N/A 891 0 Notes: OLD # 431 ( MPAC1 OKADA COMPACTOR OAC200 B828 168 0 COMPTRL1 ATLAS AIR COMPRESSOR 605840 1386LX 05/21/2005 99 0 CUTSAW1 MK DIAMOND 1613 H CUT SAW 0 0 C TRK15 1987 PETERBUILT DUMP TRUCK '87 PETRB TRACT 1XPALBOX2HD251321 A14378N 12/31/2005 430 0 I TRK16 2003 FORD F650 5 YARD DUMP F650 3FDWF65X63MB02045 259 10,842 Notes: Total Weight 40520 DRILL70 1999 VERMEER DIRECTIONAL DRILL D24X40A IVRS160Z5X1001O26 N/A 5,168 0 Notes: OLD # 410 C ILL71 1999 D/WITCH DIRECTIONAL DRILL JET TRAC 2720 2T0726 N/A 3,867 0 Notes: OLD # 411 DRILL72 2000 VERMEER DIRECTIONAL DRILL D24X40A 1379 N/A 3,699 0 Notes: OLD # 412 C 1LL73 2002 VERMEER DIRECTIONAL DRILL D33X44 1 VRT180R621000525 N/A 1,571 0 Notes: OLD # 414 L..ILL74 2000 VERMEER DIRECTIONAL DRILL D50X100A 1VRP170G6V1000183 N/A 1,430 0 Notes: OLD # 415 DRILL75 VERMEER D80X100 SERIES II 106 240 0 C 'PUMP1 12" ROTORY WELL POINT PUMP V -925 0 0 C 'PUMP2 FLYGT SUBMERSIBLE PUMP BS 2070 346 -6445 1 0 3 PHASE 460 VOLT DWPUMP3 FLYGT SUBMERSIBLE PUMP BS -2070 347 -6524 3 PHASE 460 1 0 VOLT C /PUMP4 FLYGT SUBMERSIBLE PUMP BS -2070 328 -9467 1 0 L . 'PUMP5 ITT FLYT SUBMERSIBLE PUMP BS212 -3T 0510017 0 0 DWPUMP6 ITT FLYT SUBMERSIBLE PUMP BS212 -3T 0510020 0 0 DWPUMP7 ITT FLYT SUBMERSIBLE PUMP BS212 -3T 0520027 0 0 E TRL31 2000 TOWMASTER TILT TRAILER T-40 3880MJ 463 0 Notes: OLD # 301 EUTRL32 2000 TOWMASTER TILT TRAILER T-40 4KNTT24291L161286 1669NI 737 0 Notes: OLD # 302 E 2001 TOWMASTER TILTBED T -40T 4KNTT24271L162064 4677PG 315 0 Notes: OLD # 303 E _.TRL34 2000 TRAIL KING RAMP TRAILER 1TKCO2420YM063956 3539PL 141 0 EQTRL35 2003 ZIEMAN TRAILER 2357S 1ZCT36A302ZP24338 3698PX 460 0 Notes: 25 TON E TRL36 2005 CMB INTERSTATE FB TRAILER 50TDL 1JKTDL5065M006030 4362 -SH 22 0 Notes: Scale Wgt: 13500.00 FUSMAC1 McElroy Electronic Fusion Unit C06300 140 0 FUSMAC2 CHAIN CLAMP SIDE WINDER FUSION 1000 PSI Gauge 0 0 C09103 F 3MAC3 CHAIN CLAMP SIDEWINDER FUSION C09267 0 0 C _ ..N01 Honda 6.5 -6.9 KW Generator EM6500 EAPC -10030 1 0 CC: 240 -3061 GENO2 MULTIQUIP GENERATOR DAC45 7201669 0O51MR 12/31/2005 161 0 4AG DU 1222XCO31054 I- LHOG1 3" ALLIED AIR MISSILE 26 0 L0001 Mark 5 Locator Mark 5 N/A 0 0 Notes: Receiver # DRRV # 703 Remote # DRRV # 415 Charger # DBCV # 549 L )02 Eclipse Remote Receiver EDRR00001675 0 0 Notes: Eclipse Dual Frequency SN 00626198 ft TTR2OA 2005 GMC YUKON 4x4 YUKON 1GKEK63U55J167087 I DRILL 0 12,609 h TTR21A 2005 FORD F150 PU F 150 1FTPW14585KE58230 A05587Y 08/03/2006 0 3,790 MuTTRK22 2004 FORD F150 PICK UP F150 1FTPX14524NC36146 A44907V 07/12/2005 0 63,983 MINIEX60 2002 TAKEUCHI MINI EXCAVATOR TB016 11603731 N/A 1,219 0 Notes: OLD # 440 h IIEX61 2002 TAKEUCHI MINI EXCAVATOR TB016 11603891 N/A 1,082 0 Notes: OLD # 441 MINIEX62 2002 TAKEUCHI MINI EXCAVATOR TB016 11603892 N/A 1,074 0 Notes: OLD # 442 h 'IEX63 2003 TAKEUCHI MINI EXCAVATOR TB016 11605323 N/A 669 0 h 3YSTO1 Vermeer ST -750A Mixing System 1135 0 0 Notes: 25 HP Kohler Gas Engine 750 Gallon Tank M "TRK10 1979 KENWORTH MIX TRUCK '79 KENW TRACT 904874C A23319D 06/04/2005 2,226 403,503 Notes: OLD # 100 N rRK11 1978 PETERBUILT MIX TRUCK '78 PETRB TRACT 105112N 19660T 08/31/2006 1,238 260,810 Notes: OLD # 103 MXTRK12 1994 FREIGHTLINER MIX TRUCK '94 FRHT TRACT 1FUY3ECB4RH417181 A14254N 02/22/2006 2,250 680,716 Notes: OLD # 110 Equipment List Page 2 Trenchiess Const. Serv_, LLC 10/1410511:19 10/14/2005 Company:0 Equipment Description Model Serial No. License No. Expires Hours Mileage MXTRK14 1981 PETERBUILT MI,k TRUCK '81 PETRB TRACT 1XP9DB9X5BP139315 A53105P 09/04/2006 2,156 297,188 Notes: OLD #111 0. . TRK15 1999 KENWORTH MIX TRUCK 1XKWD60XXXJ830248 A41706V 08/31/2006 684 417,935 F.. ERLR 4" Through 36" Pipe Rollers MSP MSP 4 -36UR 0 0 Notes: 22 Used 4" Thru 36" HD MSP 4 -20NR Rollers. 18 New 4" Thru 20" Pipe Rollers Intermountain Drilling Supply PLACOM1 WACKER BS 500 RAMMER PLATE COMPACTOR 0 0 F ■COM2 WACKER WP 1550 AW PLATE COMPACTOR 0 0 F . - RL80 2000 KIEFER REEL TRAILER ICH 6000 1DVDC1210YA006437 5875NH 10/18/2006 403 0 Notes: OLD # 310 RLTRL81 2000 KIEFER REEL TRAILER ICH 6000 1DVDC1212YA006438 6899PS 10/18/2006 513 0 Notes: OLD # 311 ORIGINAL LICENSE PLATE WAS #5874NH F - RL82 DUO LIFT PIPE TRAILER 8'40 1563 -RM 04/17/2005 55 0 Notes: Capacity 7000 lbs GVWR Bed length 30' Width 98" F- /TRK21 2001 F550 1 -TON SERVICE BODY '01 FORD FB 1FDAF56FX1EA29159 A20765J 12/13/2004 1,386 182,400 Notes: OLD # 105 E.. /TRK23 2002 F550 1 -TON SERVICE BODY '02 FORD FB 1FDAF56F42EA40885 A10120N 10/23/2006 4,292 116,054 Notes: OLD # 108 SRVTRK24 2002 F550 1 -TON FLATBED DUMP '02 FORD FB 1FDAF56F12EB79680 A24958X 02/28/2006 3,293 102,369 Notes: OLD # 112 JTRK25 2002 F550 1 -TON FLATBED DUMP '02 FORD FB 1FDAF56F62EC11975 A51762W 03/13/2006 3,533 114,653 Notes: OLD # 114 SRVTRK26 2002 F550 1 -TON SERVICE BODY '02 FORD FB 1FDAF56F22EC73776 A77197P 07/18/2004 4,382 114,032 Notes: OLD # 116 F. ✓TRK27 2002 F550 1 -TON FLATBED '02 FORD FB 1FDAF56F22ED53269 A44104R 12/02/2004 2,128 75,860 Notes: OLD #118 SRVTRK28 2005 F350 SERVICE BODY CREW CAB 1FTWW31P55EB20599 A24447X 06/28/2006 322 13,447 SRVTRK29 2005 FORD F550 SERVICE BODY F550 1FDAF56P35ED35716 108 965 EPLA1 STEEL PLATES 0 0 F. )CON1 Aztec Storage Container AZTEC 0 0 TKtBOX1 8x10 ALUM TRENCH BOX 0 0 Notes: W /Adj. Spreaders, Finnform Sheeting, and Lift Sling I.. TRL90 2002 EAGLE UTILITY TRAILER 1C9BE26282P694112 9735RH 02/12/2006 592 0 Notes: OLD # 312 DBL REEL UTTRL91 1994 GLDST UTILITY TRAILER 4HLCH162XST080155 8396RQ 02/24/2006 64 0 L TR L92 2003 WELLS CARGO 6X12 ENCLOSED RF6122 1W4200E2X44050852 4002RE 07/03/2004 16 0 Notes: PURCH FROM SIGNAL TRLR SALES GWT 7700# UTTRL93 2004 MIRAGE 8X16 ENCLOSED TRLR Xxteria TA3 5M3BE162441012676 8091R0 07/02/2005 123 0 V" :TRL40 2000 SPOILS VAC SPV800 SPOILSVAC #9910- 4O9SPV 1652PB 05/17/2005 1,663 0 Notes: OLD # 420 MAXEY 1M9EA14M8Y1104728 Ni . _ �TRL41 2000 SPOILS VAC SPV800 SPOILSVAC #0008- 670SPV 8304NE 11/13/2004 2,893 0 Notes: OLD # 421 MAXEY 1 M9EA14MXY1104004 VACTRL42 2000 VACTRON VAC PMD800GT VACTRON 201799 0433PB 08/08/2005 1,064 0 Notes: OLD #422 AMER TR 1A9AF1821YF495627 V )TRL43 2000 VACTRON WET /DRY PMD800SDT 1A9AF1825YF495680 9922RK 01/08/2004 1,546 0 VACTRL44 2000 VACTRON VACPUMP PMD800SDT 1965SH 32 0 SN 201618 UN # 28672 V — LD801 1999 MILLER WELDER 0 0 V LD802 2001 WELDER 0 0 L1:114111! VMS 17:111:10"9" CONSTRUCT/ON SERVICES LLC Street Address: 4103 241 Street NE _ phope #1.16_91174-0123 Arlirigignityk Fax #__t36Qj 474 Mailing Address: Same as above Mobile #12_06) 3964558 Organizational Structure: L.L,C. Date: 6/17/99 State: WA UBI # 601 961 605 L&l ACCT # 976.985-00 EIN # 9i190784 SUTA # 084182 00 Q Contractors Licenses: WASHINGTON # TRENCCSQ1 ALASKA # 28926 OREGON # 154514 Officers / Owners: Title Phonp John Gustafson Owner/Manager (360) 474-0123 4103 241 Street NE Arlington, WA 98223 Cleo Callen Owner (360) 366-5000 8024 Dean Dr. Custer, WA 98240 BANKING: Whidbey Island Bank Phone (360) 657-1290 3617-172 Street NE, #3 Fax (888) 3600062 Arlington, WA 98223 Attn: James Lonneker 10#111 rig SECO CONSTRUCTION SERVICES LLC SCOPE OF WORK Trenchless Construction Services, L.L.C. provides the following services to our Public and Private Works customers: • Directional Drilling • Trenchless Pipe Replacement • Vacuum Excavation • Underground Utility Construction • HDPE Fusion Services Trenchless Construction Services, currently operates five horizontal directional drills: a Ditch Witch 2720, two Vermeer D 24X40A's, a Vermeer D 33X44, and a Vermeer 50X100A. We own and operate a full line of HDPE fusion equipment, and offer certified fusion service for our clients. Each drill has a full compliment of support equipment, a mini excavator, and vacuum equipment for disposal of excess drilling materials. Our seasoned crews, updated equipment, and locating technology allow us to install new conduits to 30" in diameter and lengths in excess of 1000'. Our locating technology allows us install gravity sewers to grade, operate at depths to 100' and conduct sub- surface exploratory probing for geo-technical investigation. Trenchless Construction Services, L.L.C. is a licensed installer for the InneRearn Trenchless Pipe Replacement System. We have the capability of pipe replacement to 24" diameter and lengths to 800'. Our crews are also experienced in conventional underground utility construction, excavation, and trenching. Although not our specialty, we can perform these services alone or in conjunction with our drilling or pipe replacement activities. TDIMPIWESS CONSTRUCTION SERVICES LLC ACCOUNTING: Perry, Shelton, Walker & Assoc. Phone (425) 562-6899 13555 SE 36 St, #101 Fax (425) 562-6386 Bellevue, WA 98006 Attn: George Walker LEGAL: Belcher, Swanson, Lackey, Doran Phone (360) 734-6390 900 Dupont Street Fax (360) 671-0753 Bellingham, WA 98225 Attn: Chester T. Lackey INSURANCE: BC&S Acordia (Bush, Cotton) Phone (425) 489-4500 PO Box 3018 Fax (425) 489-4501 Bothell, WA 98041-3018 Attn: Mike Cotton BONDING: BC&S Acordia (Bush, Cotton) Phone (425) 489-4500 PO Box 3018 Fax (425) 489-4501 Bothell, WA 98041-3018 Attn: Mike Cotton • • - • • • - e W k 516 e ,„!Nr ii;d7aw iry ,a0 ‘tg,v a CONSTRUCTION SERVICES 1.1.0 SAFETY PROGRAM RISK LOSS / SAFETY DEPT. Jenny Millich Trenchless Construction Services, (360) 474-0123 WORKERS COMPENSATION BOARD (WCE3) ACCOUNTS: Washington 976.985-00 CORPORATE SAFETY POLICY AND PROGRAM Trenchless Construction Services, [.1.. C. is dedicated to providing a safe work environment for its employees, clients, and the general public. To insure a safe and efficient workplace frenchless Construction Services, Lt. guided by its Corporate Safety Policy, administers an aggressive safe work program including: • New Employee Safety Orientation • Weekly Toolbox Safety Meetings • Safety Training Program • Safety Incentives Program • Anti-Drug Prevention Plan • Alcohol Misuse Prevention Plan Trenchless Construction Services, LL,G, actively complies with the requirements of the 1:41.1g-Free Workplace Act of 19&3, As a new company we are committed to a process of continuous improvement to lower our current Safety Experience Factor of .60. More detailed information on our Corporate Safety Policy and Safely Program is available upon request, • "� ra\z NI IN MN ���N �m� wm��� CONSTRUCT/ON SERVICES LLC EMPLOYEE PROFILE JOHN GUSTAFSON EXPERIENCE 1999-PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC OWNER /MANAGER Responsible for leadership and supervision of all aspects of the business 1996-1999 M ID-MOUNTAIN CONTRACTORS INC. MANAGER BUSINESS DEVELOPMENT Responsible for Marketing & New Business Development, Horizontal Directional drilling 1963-1998 ASSOCIATED SAND & GRAVEL CO. INC. V.P. CONCRETE DIVISION - MARKETING MANAGER Responsible for Ready-Mix Division and AS&G Marketing Program, AS&G Quality Council V.P. CONCRETE PIPE DIVISION Responsible for Concrete Pipe Dk/iaion, AS&G Quality Council MANAGER CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division SALES MANAGER CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division Sales & Marketing Activities SALES -CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division Sales LABORER Worked in a range of activities for the Concrete Pipe, Pre-stress Concrete, & Truck Shop. EDUCATION 1904-1968 UNIVERSITY OF WASHINGTON B.A. Business Administration 10624984 EVERETT COMMUNITY COLLEGE Associates Arts Degree Since 1968 have attended a wide array of continuing education classes provided by industry as well as continuing formal classes at the University level. PROFESSIONAL ASSOCIATIONS American Concrete Pipe Association, Pacific Northwest Pre-Cast Products Aanouiahnn, American Public Works Association, AGC, Utility Contractors Association www.t/eod,(vn',on,tmm Office 36n,474.o12]^ Fax 36o.4/4.V/y5^410J 241 S7NE`Arlington, Washington 98223 x mtNom/ m, TIKAIPlilifS Nreiwressfais CONSTRUCTION SERVICES LLC EMPLOYEE PROFILE STEVE TORGERSON EXPERIENCE 1999—PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC PROJECT MANAGER/ESTIMATOR AND DIRECTIONAL DRILL LOCATOR Responsible for overseeing all aspects of public and private works projects, estimating and business development, as well as training crew members as Directional Drill Locators. 1998-1999 MID-MOUNTAIN CONTRACTORS INC. LOCATOR/OPERATOR Responsible for locating underground obstructions for the Horizontal Directional Drill 1992-1998 LINCOLN LOGGING OPERATIONS MANAGER/FOREMAN-OPERATOR Responsible for scheduling, safety, purchasing, tracking, coordination of all office and field duties Responsible for operating heavy equipment and crew 1991-1992 VOLT LABORER Pulling out cable and replacing with new cable/fiber duct General labor MACHINERY EXPERIENCE: Horizontal Directional Drill and Locators, Track hoe, back hoe, Log Loader, Dump Truck, Rock Drill, Boom Truck, Dozer, Loaders, Yarders, and possesses a CDL with Air brakes. EDUCATION 1982-1986 SEDRO WOOLLEY HIGH SCHOOL 1989-1990 EL CAMINO COMMUNITY COLLEGE 1991-1994 UNIVERSITY OF WASHINGTON Bachelor of Science Electrical Engineering Current CPR/First aid Competent Person 40 hour Hazmat wvvw.trenchless-const.corn Office 360.474.0123 • Fox 360.474.0.195.410.3 241 ST NE • Arlington, Woshington 98223 111RENC(5013161, .•. . TDIMPill w so wow wwwwww ▪ O .' 47 rdffro ZwItirsarra CONSTRUCTION SERVICES LLC EMPLOYEE PROFILE MARK HANDY EXPERIENCE 1999—PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC HORIZONTAL DIRECTIONAL DRILL OPERATOR/FOREMAN Responsible for the crew and all operations of the Directional Drill 1996-1999 MID-MOUNTAIN CONTRACTORS INC. FOREMAN/OPERATOR Horizontal Directional Drill Operator Responsible for the crew and all operations of the Directional Drill 1992-1996 EVERGREEN UTILITY CONTRACTORS, INC. FOREMAN/OPERATOR Horizontal Directional Drill Operator 1989-1992 G & K SERVICES FOREMAN/OPERATOR Horizontal Directional Drill Operator 1986-1989 VOLT LABORER/FOREMAN Pulling out cable and replacing with new cable/fiber duct Operated cable pulling equipment MACHINERY EXPERIENCE: Horizontal Directional Drill, Track hoe, Back hoe, Loader, Dump Truck, Cable Plow, Hole Hog, Power Ram rod pusher, Trencher, and possesses a CM. w/Air brakes. EDUCATION 1982-1986 SEDRO WOOLLEY HIGH SCHOOL Current CPR/First aid Competent Person 40 hour Hazmat www.trenchless-con.st.coni Office 360.474.0123 • Fax 360.474.0195 • 4103 247 ST NE Arlington, Washington 98223 a NI CSO 3P1V,1 • aw ra wigwam onw irDIAIP111 ISS :Da. ea acar t ray iire my ea ft i , 101 MO ell WI WM WV' 10 INIMIN CONSTRUCTION SERVICES L.I.0 EMPLOYEE PROFILE FRED MAURICIO EXPERIENCE 2000—PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC HORIZONTAL DIRECTIONAL DRILL OPERATOR/FOREMAN Responsible for the crew and all operations of the Directional Drill 1998-2000 HAYES DRILLING HORIZONTAL DIRECTIONAL DRILL OPERATOR Responsible for the crew and all operations of the Directional Drill 1995-1998 MANUEL BROTHERS, INC. HORIZONTAL DIRECTIONAL DRILL OPERATOR Responsible for the crew and all operations of the Directional Drill MACHINERY EXPERIENCE: Horizontal Directional Drill and Locators, Trackhoe, Backhoe, Dump Truck, Rock Drill, Boom Truck, and possesses a CDL with Air brakes. EDUCATION 1990-1994 SEDRO WOOLLEY HIGH SCHOOL 1994-1995 SKAGIT VALLEY COLLEGE Current CPR/First aid Competent Person www.trenchless-const.corn Office _360.474.0123 . Fox 360.474.0195 . 4103 241 ST NE Arlington, Washington 98223 on MC(301.71111, l • qff ew a& me ED le NMI NON I NI CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling Sewer Main Installations Reference Company: B. Z. R. Reference Company Contact person: Roger Mebust Phone: (425) 347-1499 Fax: (425) 347-1499 Scope of Work: Directional Drilling (Sewer) Reference Company: Washington State Utilities Inc. Reference Company Contact person: Ron Carpenter Phone: (425) 881 Fax: (425) 881-2887 Scope of Work: Directional Drilling (Sewer) Reference Company: City of Edmonds Reference Company Contact person: Don Fiene, P.E. Phone: (425) 771-0220 Fax: (425) 771-0221 Scope of Work: Directional Drilling (Sewer) . swim visas 4figHtf • nit ZifIrmitatlefit .•.• CONSTRUCTION SERVICES LLC • REFERENCES Directional Drilling - Sewer Main Installations Reference Conipany: Lozier Homes Reference Company Contact person: Paul Ebensteiner Phone: (425) 454-8690 Fax: (425) 646-8695 Scope of Work: Directional Drilling (Sewer) Reference Company: City of Bothell Reference Company Contact person: Curt Larson Phone: (425) 486-2768 Fax: (425) 486-2489 Scope of Work: Directional Drilling (Sewer) Reference Company: City of Seattle Reference Company Contact person: Michael Morse Phone: (206) 510-8246 Fax: (206) 684-8581 Scope of Work: Directional Drilling (Sewer) 1 tom so or sow g :ea es WIN CONSTRUCT/ON SERVICES LLC REFERENCES Directional Drilling - Sewer Main Installations Reference Company: Universal I Land Construction Reference Company Contact person: Jim Bold Phone: (425) 485-6200 Fax: (425) 4853186 Scope of Work: Directional Drilling (Sewer) Reference Company: Island County Public Works Reference Company Contact person: Phil Cohen, PE. Phone: (360) 6794331 Fax: (360) 678-4550 Scope of Work: Directional Drilling (Sewer) Reference Company: Frank Coluccio Reference Company Contact person: John Mark Phone: (206) 7225306 Fax: (206) 725-4764 Scope of Work: Directional Drilling (Sewer) -IP-. sg-gilLL CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling Water Main Installations Reference Company: City of Enumclaw Reference Company Contact person: Scott Woodbury, P. E. Phone: (360) 825-3593 Fax: (360) 8254232 Scope of Work: Directional Drilling (Water Lines) Reference Company: City of Issaquah Reference Company Contact person: Tony Nguyen Phone: (425) 837-3437 Fax: (425) 837.3409 Scope of Work: Directional Drilling (Water Lines) Reference Company: Patton Residence Reference Company Contact person: Jean Patton Phone: (206) 2843254 Fax: Scope of Work: Directional Drilling (Water Lines) Of 19' r voy „ di sv .1v pe0 ' #4? 4 1 ! 4 ; k .-4' irm, t00 CONSTRUCTION SERVICES L.L.0 REFERENCES Directional Drilling Water Main Installations Reference Company: City of Dallas Reference Company Contact person: John Lofton Phone: (503). 83t3559 Fax: (503) 623.2339 Scope of Work: Directional Drilling (Water Lines) Reference Company: IVIid-Mountain Contractors Reference Company Contact person: Eric Connor Phone: (425) 202.3600 Fax: (425) 202.3610 Scope of Work: Directional Drilling (Water Lines) Reference Company: Semis!) Farms Water Asociation Reference Company Contact person: John Ravnik Phone: (360) 707.2048 Fax: (360) 707, 2216 'Scope of Work: Directional Drilling (Water Lines) •'•.' a a TDDIP11111$ CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Water Main Installations Reference Company: City of Sumner Reference Company Contact person: Alan Lobdell Phone: (253) 826-9429 Fax: (253) 891-3292 Scope of Work: Directional Drilling (Water Lines) Reference Company: Colville Tribal Services Corp„ Reference Company Contact person: Arkie Andrews Phone: (509) 634-2537 Fax: (509) 6344703 Scope of Work: Directional Drilling (Water Lines) Reference Company: Washington State Parks & Rec. Reference Company Contact person: Lynn Nordloh Phone: (360) 753-7143 Fax: (360) 586-4272 Scope of Work: Directional Drilling (Water Lines) nrim jiff riv:41ESS a .. E laf NW Nit i 1 IIII1 . arm mew CONSTRUCTION SERVICES LLC REFERENCES InneReam - Trenchiess Pipe Replacement Reference Company: City of Mt. Vernon Reference Company Contact person: Allen Steele, RE. Phone: (360) 336-6204 Fax: (360) 336-6299 Scope of Work: Trenchiess Pipe Replacement Reference Company: Rognlin's Inc. Reference Company Contact person: Walter Brown, RE. Phone: (360) 532-5220 Fax: (360) 532-5761 Scope of Work: Trenchless Pipe Replacement Reference Company: Industrial Resources, Inc. Reference Company Contact person: Jay Follman Phone: (360-856-6700) Fax: (360-856-6777) Scope of Work: Trenchless Pipe Replacement rftriannrig s azwzi.leasff CONSTRUCTION SERVICES LLC REFERENCES InneReam Trenchless Pipe Replacement Reference Company: Omega Contractors, Inc. Reference Company Contact Person: Gordon Wagster Phone: (425-881-1697) Cell: (425-444-6558) Fax: (425-883-4718) Scope of Work: Trenchless Pipe Replacement l CONSTRUCT/ON SERVICES LLC REFERENCES Directional Drilling - Geo-Technical Investigation Reference Company: Tri-State Construction Reference Company Contact person: Ron Agostino Phone: (425) 455-2570 Fax: (206) 633-5838 Scope of Work: Directional Drilling (Geological Probes) Reference Company: Shannon & Wilson, Inc. Reference Company Contact person: Roberto J. Guardia, RE. Phone: (206) 632-8020 Fax: (206) 633.6777 Scope of Work: Directional Drilling (Geological Probes) Reference Company: Mill Creek Technologies Reference Company Contact person: George Vernon RE. Phone: (425) 337-7062 Fax: (425) 337- 1128 Scope of Work: Directional Drilling (Geological Probes) iliiiPNESS 4 nip ..zzp , at IN SR CONSTRUCTION SERVICES L.L.0 REFERENCES Directional Drilling - Conduit Installations Reference Company: Wilson Construction Company Reference Company Contact person: Greg Newton Phone: (503) 2636882 Fax: (503) 263-6946 Scope of Work: Directional Drilling (Electrical) Reference Company: Totem Electric of Tacoma Reference Company Contact person: Bryson Huie Phone: (253) 383-5022 Fax: (253) 2725214 Scope of Work: Directional Drilling (Electrical) Reference Company: Cannon Construction Reference Company Contact person: Fred Hearring Phone: (253) 922.2787 Fax: (253) 9223245 Scope of Work: Directional Drilling (Phone, Cable) 4 swum= z maw ."." .•., CONSTRUC770N SERVICES LLC REFERENCES Directional Drilling - Conduit Installations Reference Company: Dixon Cable Reference Company Contact person: Leon MacAulay Phone: (253) 863-6752 Fax: (253) 863-6794 Scope of Work: Directional Drilling (Fiber Optics) Reference Company: P.U.D. No. 2 of Grant County Reference Company Contact person: Larry Holterhoff Phone: (509) 754-5022 Fax: (509) 754-5292 Scope of Work: Directional Drilling (Fiber Optics) Reference Company: PAID. No. 1 of Snohomish Cty Reference Company Contact person: John Wright Phone: (425) 3474637 Fax: (425) 3474470 Scope of Work: Directional Drilling (Electrical) CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. Z:WAN \SPECS \040568 - YK.wpd 3 -10 RESOLUTION NO. D - 4 8 1 5 A RESOLUTION adopting a "Wimmme And Minority Business Enterprise Policy" for-the City of Yak-tma WHEREAS, the City of 7a..irma is the recipient of federal and state assistance which assistance cries with it the obli- gation of contracting with_ Women And Minority Business Enter - prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of YakLaa is determined to maximize • Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE C •1:s COUNCIL OF THE CITY OF YAKIHA: The City Council hereby adopts the "Women And Minority ,Business Enterprise Policy", a copy of which is attached hereto and by reference made a parr hereof. • ADOPTED BY THE CITY COUNCIL this .r 7 day of Qf ■ 1983. J • n -yor ATTEST: • City Clerk 3 -11 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this Contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal.. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. Z:1JAN\SPECS \040568- YK.wpd 3 -12 The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after- school, summer, and vacation employment to minority youth. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non - segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non - cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. Z: \JAN \SPECS \04056B - YK.wpd 3 -13 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract BIDDERS CERTIFICATION ,EAJC /1L doT iiiceS certifies that 1. It intends to use the following listed construction trades in the work under the contract � �J�v� f K)U pi n I �.� eiA )rc and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to - these Bid Conditions, those trades being: a)ce /n era / e "/ f "_s ` l -uc - Dr/ '3' L 0 P-e- and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor J • e " cabs n required . th -se Bid Conditions. /// If Am ( i / 'lure o Au hazed ' ep'" sentative or adder) 4 3 -14 Subcontractors' Certification is not required at the time of bid. This Certification must by completed by each subcontractor prior to award of any subcontract. SUBCONTRACTORS' CERTIFICATION certifies that (SUBCONTRACTOR) I. It intends to use the following listed construction trades in the work under the subcontract and: As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) 5 • 3 -15 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive.. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a 'responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subconli actor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contracr or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. = Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trades goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. in regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcol (tr actor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sancns shall be instituted unless the agency otherwise determines that the contractor or subcontra is not providing equal. employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workferca utilization of its subcontractors. 6 3 -16 • Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shill to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effortto make those steps work toward the attainment of its goals within its timetables. The tendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 • and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contrang or administering agency or the Office of Federal Contractor Compliance. 7 a 3 -17 PROPOSAL GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2059 The Bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendu '(s) No.(s) , , and SIGN • UR' • F AUT Or D I FFI r ALS / 44 ' G M NAME f@�'2 J(, C AS /C.:2 L (ADDRESS) mto3 ,24,1, 24,, - v z/7 C) /13 r„0 A PHONE NUMBER O /7 V-0/ c iS FAX NUMBER �, f STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER f , :Aiees " I FEDERAL ID NO. gI 094 / 7s 7 Note: (1) This proposal form is not transferrable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1 -02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. Z: \JAN \SPECS\04056B - YK.wpd 3 -18 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and surety company unless bid is accom- panied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non - responsive. E. BIDDER'S DATA FORM This form to be completed by the bidder. E. MBE/WBE FORM It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. Z: \JAN \SPECS \040568 - YK.wpd 3 -19 SECTION 4 - CONTRACT AND RELATED MATERIALS Z: \JAN \SPECS \040566 - YK.wpd 4 -1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this 'day of '-/ , , 2005, by and between the City of Yakima, hereinafter called the Owner, and Trenchless Construction Services, LLC , a Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for the bid amount of: $ 876 ,144.09 , for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS - CITY OF YAKIMA PROJECT NO. IR2059, all in accordance with, and as described in the attached Plans and Specifications and the 2004 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed by the dates set forth in Section 1 -08.5 TIME FOR COMPLETION of the Special Provisions.. The first chargeable working day shall be the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in Section 1 -08.5 of the Special Provisions for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and every part thereof, except such as are mentioned in the Specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this Contract, except as expressly provided herein. Z:\JAN\SPECS \040568- YK.wpd 4-2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this 2ts' +3— day of Y1,00, 2005 Trenchless Construction Services, LLC , a Corporation Cbntractoy City Manager, Richard A. Zais, Jr. By: Attest: KetA4,-- A fee. " • ,: • .5;71 City Clerk, Karen S. Roberts (Please print ortype Name) Its (740 (President, Ow er, etc.) Address: 241st Street NE Arlington, WA 98223 Phone: 360-474-0123 Fax: 360-474-0195 email: ) I )1 t\ ,; cola rn ( ZAJAMSPECS104056B-YK.wpd 4-3 PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Trenchless Construction Services, LLC a Corporation as Principal and First National Insurance Company o Ams corporation organized and existing under the laws of the State of Washington as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 876,144.09 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this 2.3 - day of 140,k J - i e - 2005. Neverless, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on _ 2005, the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said Trenchless Construction Services LLC the above bounden Principal, a certain Contract, the said Contract being numbered IR2059, and providing for GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 2 IMPROVEMENTS (which Contract is referred to herein and Is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said Trenchless Construction Services, LLC shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of two years after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect ZAJAMSPECS1040566- YK.wpd 4-4 Trench less I° s Services, LLC (Contractor) 7 By. 4r: i I ge (Print Name) Approved as to form: Its: / / (President, Owner, etc) (City Attorney) First National Insurance Company of America (Surety) BY: U4‘ Viki Baum (Print Name) Its: Attorney-in-Fact ZAJANN5PEcslo40868-YK wpd 4-5 IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies ( SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance ". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. „ CO POWER OF ATTORNEY Safeco Insurance Companies PO Box 34526 Seattle, WA 98124 -1526 No. 7351 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint * * * ** *MIKE AMUNDSEN; VIKI BAUM; JOHN C. BEESON; STEVEN K. BUSH; M. J. COTTON; JIM W. DOYLE; JULIE M. GLOVER; DARLENE JAKIELSKI; JIM S. KUICH; MICHAEL A. MURPHY; LAWRENCE J. NEWTON; NANCY J. OSBORNE; ANDY D. PRILL; S. M. SCOTT; Bothell, Washington * * * * * * * * * * * * * ** its true and lawful attorney(s) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 24th day of May . 2005 STEPHANIE DALEY - WATSON, SECRETARY MIKE PETERS, PRESIDENT, SURETY CERTIFICATE Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA; "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking.” Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley- Watson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of g 44k Cf Cp SEAL 0 ,1116 1928 x+ - 41t STEPHANIE DALEY - WATSON, SECRETARY S- 1049/DF 4/05 Safeco and the Safeco logo are registered trademarks of Safeco Corporation. WEB PDF CSR AS ACORD,, CERTIFICATE OF LIABILITY INSURANCE CA CSR AS DATE (MM /DD/YYYY) 11/02/05 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bush, Cotton & Scott LLC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. O. Box 3 018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bothell WA 98041 -3018 Phone:425- 489 -4500 Fax:425- 489 -4501 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Zurich American insurance Co. INSURER B: Arch Speciality Insurance Comp Trenchless Construction INSURER C: Services, LLC . 4103 241st Street NE INSURER D: Arlington WA 98223 INSURER E: . COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSH ALKYL LTR NSRC TYPE OF INSURANCE POLICY (MM /D�)E POLICY )) LIMITS POLICY NUMBER DATE D GENERAL LIABILITY EACH OCCURRENCE $1,000,000 AMAGR I U HhN I aoccureEU A X COMMERCIAL GENERAL LIABILITY CPO3696756 09/30/05 09/30/06 P S 300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 X Owner/Cont Prot. PERSONAL &ADVINJURY S 1,000,000 X STOP GAP LIAB GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2 000,000 POLICY X JECT LOC AUTOMOBILE LIABILITY n COMBINED SINGLE LIMIT A X ANY AUTO BAP3696757 A S���5 A 09/30/06 (Ea accident) $ 1,000,000 w� ALL OWNED AUTOS APB' 6.c �ODILYINJURY SCHEDULED AUTOS // Z M (Per person) $ X HIRED AUTOS �. IL Y N S X NON -OWNED AUTOS -d �r zyP;:tfe. -^�' -B OIL INJURY ry ``� `.(~ PROPERTY DAMAGE $ - 1 . V (Per accident) GARAGE LIABILITY ( /'� YA , • AUTO ONLY - EA ACCIDENT $ ; ANY AUTO '°'' l+ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $1,000,000 B X OCCUR CLAIMS MADE UPL000189601 09/30/05 09/30/06 AGGREGATE $1,000,000 S DEDUCTIBLE $ X RETENTION $ 10,000 $ WORKERS COMPENSATION AND TOY IMITS I OER EMPLOYERS' LIABILITY MONOPOLISTIC STATE E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? SEE STOP GAP - GL E L DISEASE - EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below E L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS .� IT IS AGREED THAT THE CITY OF YAKIMA, ITS EMPLOYEES, AGENTS, ELECTED & APPOINTED OFFICIALS, HUIBREGTSE, LOUMAN ASSOCIATES, INC. & ALL SUBCONTRACTORS ARE INCLUDED AS ADDITIONAL INSUREDS AS REQUIRED BY WRITTEN CONTRACT. RE: GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 2 IMPROVEMENTS. CERTIFICATE HOLDER CANCELLATION CIYAKIM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL D6! fiCIIT /XMAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, LL CITY OF YAKIMA IMPOSE- NO•OBbIGA PTY- OF- AN'&KIND -UPON THE- NEMRERri-T-S,46ENZS OR 129 NORTH 2ND STREET, 2ND FLR YAKIMA WA 98901 47PPRFSENT A - D,REPI3&SENTATIVE ACORD 25 (2001 /08) ©ACORD CORPORATION 1988 Additional Insured — Automatic - Owners, Lessees Or ZURICH Contractors - Broad Form Policy No. Eff. Date of Pot Exp Date of Pol. Eff. Date of End. Producer Add'I. Prem Return Prem. CP03696756 9/30/05 9/30/06 $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. WHO IS AN INSURED (Section II) is amended to include as an insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to additional insureds applies only to "bodily injury", "property damage" or "personal and advertis- ing injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Coverage B, PERSONAL AND ADVERTISING INJURY LIABILITY, but only if: 1. The "bodily injury" or "property damage" results from your negligence; and 2. The "bodily injury ", "property damage" or "personal and advertising injury" results directly from: a. Your ongoing operations; or b. "Your work" completed as included in the "products- completed operations hazard ", performed for the additional insured, which is the subject of the written contract or written agreement. C. However, regardless of the provisions of paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: 1. `Bodily injury", "property damage" or "personal and advertising injury" that results solely from negligence of the addi- tional insured; or U-GL-1175-A CW (9/03) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc. with Its permission. 2. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying services including: a. The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and h. Supervisory, inspection, architectural or engineering activities. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim: 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by an- other insurer under which the additional insured also has rights as an insured or additional insured. F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other in- surance available to any additional insured person or organization unless the other insurance is provided by a contractor other than you for the same operations and job location. Then we will share with that other insurance by the method de- scribed in paragraph 4.c. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as writ- ten. U-01--1 175-A CW (9/03) Page 2 of 2 Bond No. 6364597 RETAINAGE BOND KNOW ALL MEN BY THESE PRESENTS that we Trenchless Construction a corporation under and by virtue of the laws of the State of Wunto to do business in the State of Washington, as Principal, and Company of America , a corporation organized and existing under the laws of the State of WA and authorized to transact business of surety in the State of Washington, as Surety, are jointly and severally held and bound unto City of Yakima , hereinafter referred to as Obligee, as Obligee, and are similarly held and bound unto the beneficiaries of the trust fund created by RCW 60.28 and their heirs, executors, administrators, successors and assigns, in the penal sum of FORTY -THREE THOUSAND EIGHT HUNDRED SEVEN AND 20 /100THS Dollars ($$43,807.20 ) plus 5% of any increases in the contract amount that have occurred or may occur, due to change orders, increases in the quantities or the addition of any new item of work. WHEREAS, on the 2 - C ? ) day of N(e 4 G , the said Principal herein executed a contract with City of Yakima for General Irrigation System Phase 2 /Stage 2 Improvements WHEREAS, said contract and RCW 60.28 require the Obligee to withhold from the Principal the sum of 5% from monies earned by the Principal on estimates during the progress of the work, hereinafter referred to as earned retained funds. WHEREAS, the Principal has requested that the Obligee accept a bond in lieu of earned retained funds as allowed under Chapter 60.28 RCW. NOW THEREFORE, this obligation is such that the Surety, its successors and assigns are held and bound unto the Obligee and unto all beneficiaries of the trust fund created by RCW 60.28.011(1) in the aforesaid sum. This bond, including any proceeds therefrom, is subject to all claims and liens and in the same manner and priority as set forth for retained percentages in Chapter 60.28 RCW. The condition of this obligation is also that if the Principal shall satisfy all payment obligations to persons who may lawfully claim under the trust fund created pursuant to Chapter 60.28 RCW, to the Obligee, and indemnify and hold the Obligee harmless from any and all lost, costs and damages that the Obligee may sustain by release of said retainage to the Principal, then this obligation shall be null and void, provided the Surety is notified by the Obligee that the requirements of RCW 60.28.021 have been satisfied and the obligation is duly released by the Obligee. Retainage Bond No. 6364597 Page 2 of 2 IT IS HEREBY DECLARED AND AGREED that the Surety shall be liable under this obligation as Principal. The Surety will not be discharged or released from liability for any act, omission or defenses of any kind or nature that would not also discharge the Principal. IT IS HEREBY FURTHER DECLARED AND AGREED that this obligation shall be binding upon and inure to the benefit of the Principal, the Surety, the Obligee, the beneficiaries of the trust fund created by Chapter 60.28, Revised Code of Washington (RCW) and their respective heirs, executors, administrators, successors and assigns. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this 28th day of November , 2005 . Trenchless Construction Services, LLC \\ B y te '' 2 * Ila Principal First National Insurance Company of America Surety By: U , , . I / 4 Viki Baum Attorney -in -fact IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance ". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. POWER Safeco Insurance Companies . ( :u OF ATTORNEY SeattlePO Box , WA 34526 98124 -1526 7351 No. KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint * * * * * * * * * * * * *VIKI BAUM; JOHN C. BEESON; STEVEN K. BUSH; M. J. COTTON; JIM W. DOYLE; JULIE M. GLOVER; DARLENE JAKIELSKI; THERESA A. LAMB; MICHAEL A. MURPHY; LAWRENCE J. NEWTON; NANCY J. OSBORNE; ANDY D. PRILL; S. M. SCOTT; Bothell, Washington*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** its true and lawful attorney(s) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents 9th November 2005 this day of • AetPizt,n J•16 rr STEPHANIE DALEY - WATSON, SECRETARY MIKE PETERS, PRESIDENT, SURETY CERTIFICATE Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley- Watson , Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed the facsimile seal of said corporation this 28th day of November 2005 c AittdiCE c SEAL � 0 1928 �'�Ian=i�4• / °PwAVA STEPHANIE DALEY - WATSON, SECRETARY ♦ • Safeco® and the Safeco logo are registered trademarks of Safeco Corporation. S- 1049/DF 4/05 WEB PDF • SCHEDULE OF WORKING HOURS In accordance with SECTION 1- 08.0(2) HOURS OF WOR(APWA ONLY), the normal straight time working hours f' this project will be from 710 a.m. to 't p.m., - days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked per week. All hours worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimbursement provisions of SECTION 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) as modified by the Special Provisions. Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and /or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. / 1/Crik) C-44 aA-2Sitti CO; tti Contracto "� �° ' 2 Awe ef T!" T § • ,ture 1110 Date Z:\JAN \SPECS \040566 - YK.wpd 4 -6 ACOfln. GERTIFC a _ --- t- � n _ - - .— .-- �,.+,. - � INSURANCE-'-n---- ;� `' s> ia a��t o tlr�„DO,yY, / Meow= TN/3 CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND 1 AGENT CONFERS NO RIGHTS UPON THE CERTIFICATE MOLDER. THIS CERTIFICATES ADDRESS ',QUOTES AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED gY THE BELOW. COMPANIES AFFORDING COVERAGE • • =PANT A - -- uTr>a A— VII OR Bk. LYt{ ADMITTED CARRIER. COMPANY m u m s 8 A - VII OR 3 ii�.K ADMI .k..1/ CARR� CONTRACTOR ... � � ADDRESS ( = Y =TEN N D V . Ls TtE LETTER COMPANY E ' COVERAGES i TTi19 IS TO CERTIFY THAT THE POLICIES OR INSi1l4MIC$ IJgT� Qg HAVE BEEN I .� -• IP • I • 1NDICATED, NOTWITHSTANDING ANY REDUMEUENT Tame on comet - nON OF ANY ..1 L , OR OTHER DOCUMENT WITH RESPECT E TO WHICH THIS (+4N t D TCATE MAY BE ISSUED OR MAY PERTAIN, TH E I APPCRDED 8 THE ICIES DESCRIBED HEREIN IS SUBJECT TO ALL S, EXCLUSIONS AND CONOmONS OF SUCH POLICIES. WAITS S}}QwN A�IAY HA • :-+ REDUCED BY PAID CLAIMS. THE TEAM L7 R1 YP C Ar, TOE OF INSURANCE POLICY POLICY , - 4R�Eie3 ATS THIODNyyT POLICY DATE iMAVOONT1 LIMITS A C ENERAL UMULIRT X COIAINERCIAI. GENERAL 11A81tJTY GENERAL AGGREGATE 3 2 , 000 , 000 ABC 123 01/01/93 01/01/94 PRODUCTS.COMPCPAGG. 3 CLAIMS MADE X =CM 1, 000, 000 PERSONAL 6 ADV, INJURY 3 1 000 s000 • OWNER'S A CONTRACTOR'S PROT. EACH OCCURRENCE 3 1.000.000 I PER JOB AGGREGATE FIRE DAMAGE (Any on* DM 3 • ' AUTOMOBILE LIABILITY MED. EXPENSE ram aw wimp 3 S 0 , 000 3 4 . (ltlft - g ANY AUTO Dom• 456 c U a Mrl INED SINGLE : ALL OWN AUTOS 01/01/93 01/01/94 1,000,000 SCHEDULED AUTOS BODILY INJURY MIRED AUTOS - (PM person/ 3 • NON •ONMED AUTOS BODILY thJUAY IPM 2eetdsnt1 3 • GARAGE t1AetLtTY }�►. ` FY PROPERTY DAMAGE 3 e uS+ zersy AuTY VV UMBRELLA FORM EAC?FOCCURRENCE 3 � AGGREGATE 1 + OTHER THAN UMBRELLA FaRY _ WO'RKR• E3 CCMPEN$ATION STATUTORY WAITS . • AND { l EACH ACCIDENT 3 1/000,000 I A EMiLDYER3• LuMLITT Df3EASE —POLICY War $ ARC. T71 01 MI /91 07/01/94 DISEASE —EACH EMPLOYES s 1.000.000 arm! •1 I + DQC7RIPTION OP OPERATIONS /LCGTION3NEHICLESP3PICSAL IRS , City of Yakima, its agents, employees, and elected or appointed officials, and Huibre is j Louman Associates, Inc., as additional insured for Project # Tm o g �' 2 59 i CERTIFICATE HOLDER - CANCELLATION I0Y 0. • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANOE .ED BEFORE THE I CITY OF YAKIMA . EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 1 129 N. 2ND ST. FRAIL _ 0... DAYS WRR7EN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE I 1 YAK, WA. 98901 f � ( TNOwcra RNt EU3VNTATWV! I AcaRn 2.5-S (TM) SIGNED BY AGENT CACCRO CORPORATION 1990 4 -7 COMMERCIAL UABIIUTY 1ST REPRINT CGL— ENDORSEMENTS JUNE 1991 POLICY NUMBER: ABC 123 COMMERCIAL GENERAL UAeIUTY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) Z Q'Q This endorsement madifies insurance provided under the following c\\ GENERAL LIABIUTY COVERAGE PART. 1g01/4 SCHEDULE ` q$4 Name of Person or Organization: City of Yakima, fts agents, employees, and elected or appointed officials, and Huibregtse, Louman Associates, Inc. (If no entry appears above. information required to comalete this endorsement will be shown in the Declara- tions as applicable to this endorsement) WHO 15 AN INSURED (Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" far that insured by or for you. V 4 4* \*16 Agent Signature Dace CG 20 10 11 85 Copyright. insurance Services Office. Inc.. 1984 CG 20 TO: 11 85. VL8Z43 4-8 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of 2005. Notary Public in and for the State of Washington residing Z:1JAN \SPECS \040566 - YK.wpd 4-9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS Z: \JAN \SPECS \040568 - YK.wpd 5-1 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRAC- TOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. Z:\JAN\SPECS\04056B-YK.wpd 5 -2 YAKIMA County - Effective: 8/31/2005 -- Page 1 of 9 Topic Index 1 Contact Into Se kb � M Home Safety Claims a Insurance Workplace Rights Trades & Licensing Find a Law (RCW) or Rule (WAC) Get a Form or Publication YAKIMA County - Effective: 8/31/2005 Prevailing Wage Rates for Public Works Contracts Select an Effective Date 18/31/05 J I want to look up r Journeyman wages r Apprentice wages I want to search by County r by Trade Please select a county 'Adams « 4 Click to submit > Journeyman Wages by County YAKIMA County -- Effective 8/31/2005 -- Benefit Code Key Classification Prevailing Overtime Holiday Note Wage Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $27.08 111 5D BOILERMAKERS JOURNEY LEVEL $44.97 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $33.42 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $32.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $39.79 1M 5D CARPENTER $31.84 1M 5D CREOSOTED MATERIAL $31.94 1M 5D DRYWALL APPLICATOR $31.84 1M 5D FLOOR FINISHER $31.97 1M 5D FLOOR LAYER $31.97 1M 5D FLOOR SANDER $31.97 1M 5D MILLWRIGHT $40.79 1■ 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS $39.99 1.M 5D AND WELDING SAWFILER $31.97 1M 5D SHINGLER $31.97 1M 5D YAKIMA County - Effective: 8/31/2005 -- Page 2 of 9 STATIONARY POWER SAW OPERATOR $31.97 1M 5D STATIONARY WOODWORKing TOOLS $31.97 1M 5D CEMENT MASONS JOURNEY LEVEL $30.16 1N 5D DIVERS £t TENDERS DIVER $83.19 1M 5D 8A DIVER TENDER $39.51 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $40.77 IT 5D 81 ASSISTANT MATE (DECKHAND) $40.28 1T 5D 8L BOATMEN $40.77 1T 5D 8L ENGINEER WELDER $40.82 1T 5D 8L LEVERMAN, HYDRAULIC $42.34 1T 5D 8L MAINTENANCE $40.28 1T 5D 8L MATES $40.77 17 5D 8L OILER $40.40 IT 5D 8L DRYWALL TAPERS JOURNEY LEVEL $28.64 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 ELECTRICIANS - INSIDE JOURNEY LEVEL $43.23 1E 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL LINEPERSON $46.37 4A 5A LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL 111i). riwww .int.wa.goVirtGVaiiin gVvd C /7WdiJeS /2.i/0JL/Cn.1Y_aCn 75/2612005 YAKIMA County - Effective: 8/31/2005 -- Page 3 of 9 $23.40 1. ELEVATOR CONSTRUCTORS MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $7.35 1_ FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $25.36 1N 5D GLAZIERS JOURNEY LEVEL $19.51 1B 61 HEAT £t FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS Ft MASON TENDERS JOURNEY LEVEL $27.56 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION /CLEANING /SEALING OF SEWER ft WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.35 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $42.82 1.0 5A LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER Ft WATER GENERAL LABORER $27.08 1N 50 PIPE LAYER httn•/ /nrwur In; ♦ ra rrnv/Prr va ;1 ;n(rI1 (Tartu /;v,,a.,AoMASI /..,,10 nor. 9/14 /)1111s YAKIMA County - Effective: 8/31/2005 -- Page 4 of 9 $27.56 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.38 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK $15.45 1, DRIVERS LANDSCAPING OR PLANTING LABORERS $7.63 1 . LATHERS JOURNEY LEVEL $31.84 1M 5D METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1_ PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $40.58 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1. PLUMBERS Et PIPEFIiTERS JOURNEY LEVEL $49.18 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $38.42 11_ 5D 81_ BACKHOE, EXCAVATOR, SHOVEL (3 YD Et UNDER) $41.12 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD £t UNDER $41.59 1T 5D 8L 6 YD) BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER $42.13 1T 5D 8L WITH ATTACHMENTS) BACKHOES, (75 HP a UNDER) $40.71 1T 5D 8L BACKHOES, (OVER 75 HP) $41.12 1T 5D 8L BARRIER MACHINE (ZIPPER) $41.12 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $41.12 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $40.71 1T 5D 8L BOBCAT (SKID STEER) $38.42 1T 5D 8L BROOMS $38.42 1T 5D 8L nrrn -i /um 17 In; wo [TAV%F/TPV7;iiitI T\A/7RPtivzin roc /1111W) ir.ng ocr, SZ %7f-s % /MS YAKIMA County - Effective: 8/31/2005 -- Page 5 of 9 BUMP CUTTER $41.12 1T 5D 8L CABLEWAYS $41.59 1T 5D 8L CHIPPER $41.12 1T 5D 8L COMPRESSORS $38.42 1T 50 8L CONCRETE FINISH MACHINE - LASER SCREED $38.42 1T 5D 8L CONCRETE PUMPS $40.71 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM $41.12 1T 5D 8L ATTACHMENT CONVEYORS $40.71 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $40.71 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $41.12 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM $41.59 1T 5D 8L (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM $42.13 1T 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM $42.68 1T 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $38.42 IT 5D 8L CRANES, A- FRAME, OVER 10 TON $40.71 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM $43.22 1T 5D 8L INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $41.12 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $41.59 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS 5: $42.13 1T 5D 8L OVER) CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE $42.13 1_T 5D 8L TO BOOM CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE $42.68 1T 5D 8L TO BOOM CRUSHERS $41.12 13 5D 8L DECK ENGINEER /DECK WINCHES (POWER) $41.12 1T 51) 8L DERRICK, BUILDING $41.59 1T 5D 8L DOZERS, D -9 a UNDER $40.71 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE $40.71 IT 5D 8L MOUNT DRILLING MACHINE $41.12 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT- $38.42 13 5D 8L TYPE EQUIPMENT SERVICE ENGINEER (OILER) $40.71 1T 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR $41.12 1T 51 8L EQUIP httn• / /unxnxw In; xxm anv/ PrPVailinaWa /ixvaaac /)(1(K') /rn1Q acre R/')F. /')(1(15 YAKIMA County - Effective: 8/31/2005 -- Page 6 of 9 FORK LIFTS, (3000 LBS AND OVER) $40.71 IT 5D 8L FORK LIFTS, (UNDER 3000 LBS) $38.42 1T 5D 8L GRADE ENGINEER $40.71 1T 5D 8L GRADECHECKER AND STAKEMAN $38.42 1T 50 8L GUARDRAIL PUNCH $41.12 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR $40.71, 1T 5D 8L TUGGERS HORIZONTAL /DIRECTIONAL DRILL LOCATOR $40.71 1T 5D 8L HORIZONTAL /DIRECTIONAL DRILL OPERATOR $41.12 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON Et UNDER) $38.42 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $40.71 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $41.59 1T 5D 8L LOADERS, OVERHEAD (8 YD Et OVER) $42.13 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $41.12 1T 5D 8L LOCOMOTIVES, ALL $41.12 1T 5D 8L MECHANICS, ALL $41.59 1T 5D 8L MIXERS, ASPHALT PLANT $41.12 IT 5D 8L MOTOR PATROL GRADER (FINISHING) $41.12 1T 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $40.71 1T 5D 8L MUCKing MACHINE, MOLE, TUNNEL DRILL AND /OR $41.59 1T 5D 8L SHIELD OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND $38.42 1T 5D 8L MULCH SEEDING OPERATOR PAVEMENT BREAKER $38.42 IT 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $41.12 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $40.71 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $38.42 IT 5D 8L POWER PLANT $38.42 1T 5D 8L PUMPS, WATER $38.42 1T 5D 8L QUAD 9, D -10, AND HD -41 $41.59 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED $41.59 1T 5D 8L EARTH MOVING EQI IIP RIGGER AND BELLMAN $38.42 1T 5D 8L ROLLAGON $41.59 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $38.42 1T 50 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $40.71 1T 5D 8L ROTO -MILL, ROTO- GRINDER $41.12 1T 5D 8L SAWS, CONCRETE $40.71 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $41.12 1T 50 8L hffn ° / /www ini- wa- unvfPrevaiiin ¢Wane /iwaupC /7OOS7 /r.niQ acn X%76%71(15 YAKIMA County - Effective: 8/31/2005 -- Page 7 of 9 ARTICULATING OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $41.59 1T 5D 8L ARTICULATING OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $40.71 1T 5D 81. SCREED MAN $41.12 1T 5D 81_ SHOTCRETE GUNITE $38.42 1T 5D 81_ SLIPFORM PAVERS $41.59 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $41.12 1T 5D 8L SUBGRADE TRIMMER $41.12 1T 5D 8L TOWER BUCKET ELEVATORS $40.71 1T 5D 8L TRACTORS, (75 HP Ft UNDER) $40.71 1T 5D 8L TRACTORS, (OVER 75 HP) $41.12 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $41.12 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $41.59 1T 5D 8L TRENCHING MACHINES $40.71 1T 5D 8L TRUCK CRANE OILER /DRIVER ( UNDER 100 TON) $40.71 1T 5D 8L TRUCK CRANE OILER /DRIVER (100 TON a OVER) $41.12 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $41.12 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $38.42 1T 5D 8L YO YO PAY DOZER $41.12 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER £t WATER (SEE POWER EQUIPMENT OPERATORS) $0.00 POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.88 4A 5A SPRAY PERSON $32.16 4A 5A TREE EQUIPMENT OPERATOR $32.59 4A 5A TREE TRIMMER $30.31 4A 5A TREE TRIMMER GROUNDPERSON $22.76 4A 5A REFRIGERATION Ft AIR CONDITIONING MECHANICS MECHANIC $49.18 1Q 5A RESIDENTIAL BRICK Et MARBLE MASONS JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS httn:// www. lni _wa.gov/PrevailingWage /iwages /20052 /co39.asn 8/26/2005 YAKIMA County - Effective: 8/31/2005 -- Page 8 of 9 JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $19.51 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL 1_ EV JOURNEY LCVCL RESIDENTIAL LABORERS JOURNEY LEVEL $8.00 1 • RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $15.56 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $28.27 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $28.25 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $31.25 2P 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $38.64 15 5A SIGN MAKERS Et INSTALLERS (NON- ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $22.32 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.35 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $38.05 1R 5Q STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF httn://www.lni.via.gov/PrevailinONa2e/iwa2es/20052/co39.aSD 8/26/2005 YAKIMA County - Effective: 8/31/2005 -- Page 9 of 9 $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.92 2B 5A HOLE DIGGER /GROUND PERSON $16.22 2B 5A INSTALLER (REPAIRER) $27.74 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $26.90 2B 5A SPECIAL APPARATUS INSTALLER I $28.92 2B 5A SPECIAL APPARATUS INSTALLER II $28.34 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.92 213 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.90 2B 5A TELEVISION GROUND PERSON $15.39 2B 5A TELEVISION LINEPERSON /INSTALLER $20.45 2B 5A TELEVISION SYSTEM TECHNICIAN $24.32 2B 5A TELEVISION TECHNICIAN $21.88 2B 5,4 TREE TRIMMER $26.90 2B 5A TERRAZZO WORKERS Et TILE SETTERS JOURNEY LEVEL $26.51 2M 5A TILE, MARBLE Et TERRAZZO FINISHERS FINISHER $22.71 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $33.40 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1_ DUMP TRUCK $30.78 3 61 DUMP TRUCK & TRAILER $30.78 3 6( OTHER TRUCKS $30.78 3 61 TRANSIT MIXER $30.78 3 61 WELL DRILLERS Et IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER $17.68 1 ` About L &I I Find a Job at L &I I Information en espanol I Site Feedback 11- 800 -547- '> 8367 A, Washington State Dept. of Labor and Industries. Use of this site is subject to the taws of the state of Washington. ' • Access Agreement I Privacy and security statement I Intended use /external content policy I Staff only link httn•/ /www ini wa anv/ PrPvailinaWaap /iwaaPC /')(1157 /rnl9 aen R /W)(1(1S Benefit Code Key - Effective 08 -31 -05 -- Page 1 of 6 _, Topic Index Contact Info Se ° ' ' "` r Home Safety Claims & Insurance Workplace Rights Trades Et Licensing Find a Law (RCW) or Rule (WAC) Get a Form or Publication Get or Renew a License Electrical Benefit Code Key - Effective 08 -31 -05 Apprenticeship Factory-Built Structures Overtime Codes Elevators Overtime Calculations are based on the hourly rate actually paid Contractors to the worker. On public works projects, the hourly rate must be Plumbers not Tess than the prevailing rate of wage minus the hourly rate of Prevailing Wage the cost of fringe benefits actually provided for the worker. D The Basics 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY O Prevailing Wage Rates OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE - • Look Up Rates HALF TIMES THE HOURLY RATE OF WAGE. • Printable Rates O What Jobs Must Be Paid A. All hours worked on Saturdays, Sundays and holidays shall be paid at Prevailing Wage? one and one -half times the hourly rate of wage. O Com l File a Wage B. All hours worked on Saturdays shall be aid at one and one -half times the Complaint Y p El Intents ft Affidavits hourly rate of wage. All hours worked on Sundays and holidays shall be paid Employer Responsibilities at double the hourly rate of wage. 0 2 Awarding Agencies C. The first two (2) hours after eight (8) regular hours monday through • Advisory Committee Friday and the first ten (10) hours on Saturday shall be paid at one and one- • Forms & Publications half times the hourly rate of wage. all other overtime hours worked shall be paid at double the hourly rate of wage. Boilers Trades & Licensing Rules D. The first two (2) hours before or after a five - eight (8) hour workweek day or a four - ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. all additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all other hours worked Monday through Saturday, and all hours worked on sundays and holidays shall be paid at double the hourly rate of wage. All hours worked in excess of 10 per day shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one - half times the hourly rate of wage. all other overtime hours worked, except labor day, shall be paid at double the hourly rate of wage. all hours worked on Labor day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. all hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one -hatf times the hourly rate of wage. all hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. httn: / /www.lni.wa. Gov /nrevailinl waee /BenCodes /20052BenefitCodes.asn 8/26/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 2 of 6 J. The first two (2) hours after eight (8) regular hours Monday through Friday and all hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all other overtime hours over ten (10) hours on the first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all other overtime hours worked shall be paid at double the hourly rate of wage. Monday through Friday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. Aii hours worked on holidays shall be paid at double the hourly rate of wage. L. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shaii be paid at double the hourly rate of wage. M. Aii hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 0. Alt hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday, and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days) and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one - half times the hourly rate of wage. all hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas Day) shall be paid at double the hourly rate of wage. all hours worked on Christmas Day shall be paid at two and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shalt be paid at one and one - half times the hourly rate of wage. all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. all hours worked on tabor day shall be paid at three times the hourly rate of wage. T. All hours worked on Saturdays, except makeup days, shall be paid at one and one -half times the hourly rate of wage. All hours worked after 6:OOPM Saturday to 6:OOAM Monday and on holidays shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. httn• / /www lni Ezra gmr/prpxrailingwage/Benrodes/20052/BenefitCodes.asp , 8/2 _ 2005 -- - - •• •• •• •••4��• ,�, •. £-, •. a+�w uvu VJ /LVVJ vG1lGlllt.V GJ.aJjJ O /G��GVVJ Benefit Code Key - Effective 08 -31 -05 -- Page 3 of 6 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. A. The first six (6) hours worked on Saturday shall be paid at one and one - half times the hourly rate of wage. All hours worked in excess of six (6) hours on Saturday and all hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. B. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. D. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. The first eight (8) hours worked on holidays shall be paid at straight time in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at one and one - half times the hourly rate of wage. E. All hours worked on Saturdays or holidays (except Labor Day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays or on Labor Day shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. all hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. I. All hours worked on Saturdays and holidays (except Labor Day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and on Labor Day shall be paid at two times the hourly rate of wage. J. All hours worked on Sundays shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage, including the holiday pay. All hours worked on unpaid holidays shall be paid at two times the hourly rate of wage. K. All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay. M. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 0. All hours worked on Sundays and holidays shall be paid at one and one - half times the hourly rate of wage. P. The first eight (8) hours on saturday shall be paid at one and one -half times the hourly rate of wage. all hours worked in excess of eight 8) hours on saturday and all hours worked on sundays and holidays shall be paid at two times the hourly rate of wage. http:// www. lni. wa. gov/ prevailingwageBenCodes /20052BenefitCodes.asp 8/26/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 4 of 6 4A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays, and holidays shall be paid at double the hourly rate of wage. 5. HOLIDAY CODES A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas Day, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (8). D {- IoUdays: , Now Voar's Plays Memori D ,.. L .a... ....d..... Day I ..h.... n.... w11..6.,y -7. .VYM , vue v vcny, ivwuw�iw vay, n�ucNc�wcI wc v ay , Lauul vay, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (8). E. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (9). F. Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (11). G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (7). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (7). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday and Saturday after Thanksgiving Day, the day before Christmas Day, and Christmas Day (9). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Presidents' Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, one -half day before Christmas Day, and Christmas Day (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (7). lhttp : / /wort v , lni _ wa.gnv /prevailing r /BenCodes /200 8/26/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 5 of 6 T. Paid holiday: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas (10) paid holidays. V. Paid Holidays: six (6) paid holidays. W. Paid Holidays: nine (9) paid holidays. X. Holidays: After 520 hours - New Year's Day, Thanksgiving Day, and Christmas Day. After 2080 hours - New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and a floating holiday (8). Y. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Thanksgiving Day, the Friday following Thanksgiving Day, and Christmas Day (8). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). 6. HOLIDAY CODES A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). B. Paid Holidays: New Years Eve Day, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day (9). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (9). D. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, • Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas Day (9). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (8). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day (8). Unpaid Holiday: Presidents' Day. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (9). U. Holidays: New Year's Day, Day before New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after '.! Thanksgiving Day, the day before Christmas Day, Christmas Day (9). V. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Eve Day, httn:// www. lni. wa. gov/ prevailingwageBenCodes /20052BenefitCodes.asp 8/26/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 6 of 6 Christmas Day, and one day of the Employee's choice (9). W. Paid Holidays: New Year's Day, Day before New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Day, day before Christmas Day (10). X. Paid Holidays: New Year's Day, day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Day, day before or after Christmas Day, and Employee's Birthday (11). 8. NOTE CODES A. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100' - $1.00 per foot for each foot over 50 feet, over 100' to 175' - $2.25 per foot for each foot over 100 feet, over 175' to 250' - $5.50 per foot for each foot over 175 feet, over 250' - divers may name their own price, provided it is no less than the scale listed for 250 feet. • C. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100' - $1.00 per foot for each foot over 50 feet, over 100' to 150' 5 n foot - $1.�� per wot for each foot over 100 feet, over 150' to 200' - $2.00 per foot for each foot over 150 feet, over 200' - divers may name their own price. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $0.75, Level B: $0.50, and Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows - Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $1.00, Level B: $0.75, Level C: $0.50, and Level D: $0.25. About L&I I Find a job at Lal I Information en espanol I Site Feedback 1- 800 -547- 8367 --7 ,h 4 A Washington State Dept. of Labor and Industries. Use or this site is subject to the laws of the state of Washington. Access Agreement Privacy and security statement : Intended use /external content ooticV ; Stott' oniv ;ink Vi t n: /iwww_ini.wa.Eiwinrevaiiii wa>✓e/fleni iesi20052/PseneTiiinnes_asn XI26 /7. 0.1 SECTION 6 - TECHNICAL SPECIFICATIONS Z: \JAN \SPECS \040568 - YK.wpd 6 -1 October 3, 2005 STANDARD SPECIFICATIONS The 2004 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except a m ay b amended, modified, o r supplemented hereinafter, each section of the Standard J / ul supplemented 11 1 I11 16 1, each section 1 6a11lA Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to DIVISION 1 (Division 1 -99) of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. Z: \JAN \SPECS \040566 - YK.wpd 6 -2 October 3, 2005 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIFICATION INDEX FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056B CONTENTS PAGE NO. WORK SUMMARY 6 -4 1 -01 DEFINITIONS AND TERMS 6 -4 1 -02 BID PROCEDURES AND CONDITIONS 6 -5 1 -03 AWARD AND EXECUTION OF CONTRACT 6 -6 1 -04 SCOPE OF THE WORK 6 -7 1 -05 CONTROL OF WORK 6 -9 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6 -13 1 -08 PROSECUTION AND PROGRESS 6 -16 1 -09 MEASUREMENT AND PAYMENT 6 -20 1 -10 TEMPORARY TRAFFIC CONTROL 6 -27 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 6 -29 4 -04 BALLAST AND CRUSHED SURFACING 6 -29 5 -04 ASPHALT CONCRETE PAVEMENT 6 -30 7 -09 WATER MAINS 6 -31 7 -12 VALVES FOR WATER MAINS 6 -33 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 6 -34 Z: \JAN \SPECS \040568 - YK.wpd 6 -3 October 3, 2005 SPECIAL PROVISIONS FOR CITY OF YAKIMA GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City Project No. Jr R2V5.7 HLA Project No. 04056B WORK SUMMARY GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS City of Yakima Project No. IR2059 Irrigation system improvements including sllplining approximately 8,950 linear feet of new 3 ", 6 ", 8 ", 10 ", 12 ", 14 ", and 16" HDPE pipes; and open - cutting approximately 1,500 linear feet of new 3 ", 6 ", 8 ", 12", and 16" HDPE pipes, and installing approximately 106 service connections . Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe and valves; surface restoration including asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004, referenced codes and organizations, and these Special Provisions. • All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004. NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE "2004 WSDOT/APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99. 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Z: \JAN \SPECS \040568- YK.wpd 6 -4 October 3, 2005 Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency" and "Owner" are interchange- able. Engineer: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Inspector: The Engineer's Resident Engineer who observes the Contrac- tor's performance. Standard Specifications: The 2004 Standard Specifications for Road, Bridge, and Munici- pal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. Working Drawings: Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's informational sheets describ- ing salient features, performance curves, or samples of fabri- cated and manufactured items (including mechanical and electrical equipment) required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) Replace with the following: Each Bidder shall furnish the Owner satisfactory evidence of their competency to perform the proposed work at the time of submitting their bid. Such evidence of competency shall consist of statements made by the Bidder on the Bidder's Data Form included in the Bid Package Section of these Specifications. The Owner may make such investigations as he deems necessary to determine the ability of the Bidder to perform the work, and the Bidder shall furnish to the Owner all such infor- mation and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, a Bidder fails to satisfy the Owner that the Bidder is properly qualified to carry out the obligations of the agreement and to complete the work contemplated therein. 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. Z: \JAN \SPECS \04056B - YK.wpd 6 -5 October 3, 2005 1 -02.6 PREPARATION OF PROPOSAL Delete the second paragraph and replace with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be !eft blank, then the entire bid shall be considered non-responsive. 1 -02.9 DELIVERY OF PROPOSAL Delete the first sentence and replace it with the following: Clearly identified sealed bids will be received at the following location before the specified time: Office of the City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.13 IRREGULAR PROPOSALS SECTION 1 -02.13 of the Standard Specifications is revised as follows: Revise Item 1.a to read, "The bidder is not prequalified when so required;" Add Item 2.e. as follows: e. If changes to proposal form entries are not initialed. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.2 AWARD OF CONTRACT Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency. The Contractor shall submit bids for all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items. 1_03,3 EXECU OF CONTRACT Delete the first sentence in its entirety and replace it with the following: Within 10 working days after the award date, the successful bidder shall return the signed Contracting Agency - prepared Contract, an insurance certification as required by SECTION 1- 07.18, and a satisfactory bond as required by law and SECTION 1 -03.4. Failure to return the required documents within the allotted time shall be considered as non - responsive and Z: \JAN \SPECS \040568- YK.wpd 6-6 October 3, 2005 • shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with SECTION 1 -03.5. 1 -03.4 CONTRACT BOND Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of two years from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Performance Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of two years after final acceptance by the Contracting Agency. The Performance Bond shall be in the form of the Performance Bond document bound in these Specifications. 1 -03.7 JUDICIAL REVIEW Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1 -04 SCOPE OF THE WORK 1- 04.1(2) BID ITEMS NOT INCLUDED IN THE PROPOSAL Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifica- tions but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1 -04.4 CHANGES Add the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual costs of: (1) Labor, including foremen; Z: 1JANISPECS104056B- YK.wpd 6 -7 October 3, 2005 (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. 1-04.4(1) MINOR CHANGES Replace with the following: Payments or credits for changes amounting to $10,000 or less may be made under the bid item „ Minor Change." At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formai procedure as outlined in SECTION 1 -04.4, CHANGES. The Contractor will be provided a copy of the completed order for Minor Change. The agreement for the Minor Change will be documented by signature of the Contractor or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Change, the Contractor may protest the order as provided in Section 1- 04.5. Payments or credits will be determined in accordance with Sections 1 -09.4. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. The Contractor is advised that this item may or may not be utilized in this project. 1 -04.6 INCREASED OR DECREASED QUANTITIES Add the following: The quantities of the following Bid Proposal Items are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1 -04.6 shall not apply to the Bid items listed below. Payment will be made at the unit contract price for actual quantities of work completed. All Bid Items Z: \JAN \SPECS \04056B - YK.wpd 6 -8 October 3, 2005 • 1 -04.11 FINAL CLEANUP Add the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1 -04.12 WASTE SITE (NEW SECTION) The following new section shall be added to the Standard Specifications: Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Owner, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1 -05 CONTROL OF WORK Add the following: The Contractor's attention is specifically directed to the following provisions of this SECTION 1 -05: • SECTION 1 -05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES; paragraphs 3 through 7. • SECTION 1 -05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1, 3, 4, and 5. • SECTION 1- 05.13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRAC- TOR: paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section. 1 -05.1 AUTHORITY OF THE ENGINEER Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, Z:WAN \SPECS \040566 - YK.wpd 6 -9 October 3, 2005 however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation tb accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1 -05.3 PLANS AND WORKING DRAWINGS Replace the second, third, and fourth paragraphs of SECTION 1 -05.3 of the Standard Specifica- tions with the following: The Contractor shall submit to the Engineer for review and approval, six copies of all Shop Drawings required in the project documents. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable the Engineer to review the submittal. At the time of submittal, the C'.nntrnntnr shall in � iritinrt call attr�ntinn to any rleyintinnc that the item nr material submitted .._. ..... ...... ... ... .....�, ....... ........... ... .... ., vv r! .e. .. v !!v that the !&'. !! u! !!!usss!!s -a! may have from the requirements of the Contract Specifications. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. Unless otherwise approved by the Engineer, Shop Drawings and samples shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the Shop Drawing, or other means, that he (the Prime Contractor) has checked the Shop Drawing. The Contractor's stamp of approval on the Shop Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Contract Documents. Shop Drawings shall be submitted in sufficient time to allow the Engineer not less than 20 working days for review. The practice of submitting incomplete or unchecked Shop Drawings for the Engineer to correct or finish will not be acceptable, and Shop Drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form. The Engineer will review with reasonable promptness Shop Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, method. SPCIIIence. techniques nr prnnerh ures of construction nr to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions. When the Shop Drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the Shop Drawings may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Shop Drawings Z:\JAN \SPECS \040568- YK.wpd 6 -10 October 3, 2005 or samples for review. No changes shall be made by the Contractor to resubmitted Shop Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Shop Drawings. Where a Shop Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. 1- 05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall maintain a neatly marked, full -size set of record drawings showing the final location and layout of all new construction. Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. 1 -05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES Section 1 -05.4 of the Standard Specifications shall be revised as follows: No construction staking is required for this project. The Contractor shall be responsible for construction staking where deemed necessary by him. 1 -05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) The following new section shall be added to the Standard Specifications: If, within two years after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non - defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency Z: \JAN \SPECS \04056B- YK.wpd 6 -11 October 3. 2005 reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1 -05.7 of the Standard Specifications. The Contractor agrees the above two -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after two years but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1 -0� 11(1) SUBSTANTIAL COMPLETION ETI DwTE (APWA I -�... I I, I, vvu..� I f1I• I IMI� �.Omr�� I IvLV uH 1 C tArV'�H ONLY) Add the following: To be considered substantially complete, the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint. 2, Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. 1 -05.16 WATER AND POWER (APWA ONLY) Add the following: Water for construction purposes shall be furnished and applied in accordance with these provisions and SECTION 2 -07 of the Standard Specifications modified as follows: Water Supply: Water for use on the projects shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regulations. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1 -05.18 TESTING (NEW SECTION) The following shall be added to the Standard Specifications: The Contractor shall be responsible for placing all materials as required by the Standard Specifications and these Contract Documents. All materials testing shall be performed by the Owner to assure compliance with the Specifications. The Contractor shall provide access and equipment (backhoe, etc.) for testing as required. Trench Backfill All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor). Z: \JAN \SPECS \04056B- YK.wpd 6 -12 October 3, 2005 Roadway Embankment Roadway embankment compaction shall be as specified in SECTION 2- 03.3(14). Roadway Subgrade Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Compaction of ballast and crushed surfacing shall be as specified in SECTION 4- 04.3(5). Cement Concrete Curb, Gutter, and Sidewalk Concrete strength cylinders shall be taken and tested as determined by the Owner. Asphalt Paving Compaction of asphalt concrete pavement shall be as specified in SECTION 5- 04.3(10)B. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 LAWS TO BE OBSERVED Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1- 07.9(5) REQUIRED DOCUMENTS Add the following: If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10 -0010 Yak.E. 1- 07.13(3) RELIEF OF RESPONSIBILITY FOR DAMAGE BY PUBLIC TRAFFIC Replace with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction, until final project acceptance. Z: \JAN \SPECS104056B - YK.wpd 6 -13 October 3, 2005 1 -07.15 TEMPORARY WATER POLLUTION /EROSION CONTROL Replace the second paragraph with the following: The Contractor shall perform all temporary water pollution /erosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. 1 -07.17 UTILITIES AND SIMILAR FACILITIES Add the following: Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1-800- 553 -4344. If no one- number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiar- izing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed con- struction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. No additional compensation will be allowed for potholing or verification of existing utility locations. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07 1st PUBL L IABILITY AND PROPERTY DAMAGE INSURANCE (APWn ON Y) Add the following: Within ten (10) days following contract award or prior to start of construction, whiche comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc., and all subcontractors as "additional Z: \JAN \SPECS \040568 - YK.wpd 6 -14 October 3, 2005 insureds" and shall stipulate that the policies named thereon cannot be canceled unless at least forty -five (45) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives." 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) CONSTRUCTION UNDER TRAFFIC Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses and residences at all times. Steel plates or other means to provide continuous access in streets and alleyways shall be provided by the Contractor. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1 -07.24 RIGHTS OF WAY (APWA ONLY) Add the following: Some areas of work require access and improvements within private property. The Contrac- tor shall be required to obtain permission and releases from property owners as described in the sixth paragraph of Section 1 -07.24 Rights of Way (APWA Only). 1 -07.28 SAFETY STANDARDS (NEW SECTION) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. Z: \JAN \SPECS \04056B - YK.wpd 6 -15 October 3, 2005 1 -07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS 1- 08.0(2) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph: The "Schedule of Working Hours" form bound in the Contract and Related Materials section of these Contract Documents shall he executed by the Contractor prior to construction and shall be discussed at the preconstruction conference to formally establish the norrnal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time the Contractor and /or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1- 08.0(3). 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) Replace with the following: Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1- 08.0(2) HOURS OF WORK, such work shall be considered as overtime work. On all overtime work a Resi- dent Engineer will be present. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time. The Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. 1 -08.1 SUBCONTRACTING Add the following: The Contractor shall submit a "Request to Sublet" form, found on the following page, to the Engineer for review prior to the identified subcontractor beginning any work on the project. Z: \JAN \SPECS \040568- YK.wpd 6-16 October 3, 2005 Insert here "Request to Sublet" form Z: \JAN\SPECS104056B- YK.wpd 6 -17 October 3, 2005 1 -08.3 PROGRESS SCHEDULE Delete the first paragraph and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should Satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the FnginPPr. Tha SrhartiII. chap ha drnWr1 to a times c- Io cho,Am along the haco of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. Delete the next to the last sentence of the second paragraph. 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA only) SECTION 1 -08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. The Contractor shall not delay the start of construction activities. The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1-08.10(1) of the Standard Specifications. Z: \JAN \SPECS \040568- YK.wpd 6 -18 October 3, 2005 1 -08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) Add the following: The Contractor is advised that all GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 2 IMPROVEMENTS required to provide customers with unrestricted irrigation water use shall be completed no later than March 17, 2006. Final paving and other repair work may be completed following March 17, 2006, but shall be completed no later than April 14, 2006. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "incle- ment" weather delay day is defined as a day on which the Contractor is prevented by incle- ment weather or conditions resulting immediately therefrom adverse to the current con- trolling operation or critical path activity , as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the con- trolling operation or critical path activity. Delete Item f. found in the APWA Supplement. 1 -08.9 LIQUIDATED DAMAGES The provisions of SECTION 1 -08.9 of the Standard Specifications shall be modified as follows: Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If irrigation system piping improvements are not completed sufficiently to provide unrestricted use by irrigation customers by March 17, 2006, the Contractor agrees to pay the Owner the sum of $1,500.00 per day for each and every calendar day said work remains uncompleted after expiration of the specified date. If unrestricted irrigation use is provided by the date required, but remaining Contract work is not completed by April 14, 2006, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncom- pleted after expiration of the specified time. 1- 08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State of Washington, Department of Transportation" with "Contracting Agency." Z:\JAN\SPECS \04056B- YK.wpd 6 -19 October 3. 2005 1 -09 MEASUREMENT AND PAYMENT 1- 09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES Add the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self- printing scales. Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to e de the cite will not be consird o fr measurement and payment. _•• — •_ � •. ... .. ... . ... . ..... . ..... . v . measurement veeeveea. a,ee ede P sea 3 r eee�eee.. 1 -09.3 SCOPE OF PAYMENT Add the following: Payment for work performed under this Contract will be based on the items listed in the Bid Schedule. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Bid Schedule and the "Payment" clauses found in each Section of the Standard Specifications, the Bid Schedule items will prevail. If work is required to com- plete the project according to the intent of the Plans and Specifications but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1- 09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION) The following new section shall be added to the APWA Supplement: Bid items listed in the Bid Schedule are defined to include, but not necessarily be limited to, the following: 1. The lump sum price bid for "Mobilization" shall be full compensation for all labor, materials, tools, and equipment necessary to mobilize to the project site as defined in the Standard Specifications. Payment will be made in accordance with the Standard Specifications. 9. The lump s Im price bid for "T T Control Devices," sh be fell compensation for all labor, materials, tools, and equipment necessary to provide traffic control for all project areas, as defined in Section 1 -10 Temporary Traffic Control. 3. The lump sum price bid for "Clearing and Grubbing," shall be full compensation for all labor, materials, tools, and equipment necessary for removal and replacement of fences; removal, protection, and replacement of landscaping including shrubs, bushes, and plants; removal of all surfaces encountered as required to accomplish the Z:\JAN \SPECS \040566- YK.wpd 6-20 October 3, 2005 construction; removal of deleterious materials found during excavation; and potholing, including hauling to and disposal at an approved waste site. 4. The unit price bid for "Pipe Cleaning and Inspection for Pipes -Inch Diameter," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to locate, inspect, and clean existing irrigation pipes including, but not necessarily limited to, cleaning all sand, silt, gravel, or other material from existing irrigation mains; de- rooting; removal and disposal of debris; providing televised pipe inspection; and providing a VHS tape recording and log of the inspection for review by the Owner. 5. The unit price bid for "Obstruction Removal," per each, shall be full compensation for all labor, materials, tools, and equipment for removal of all pipe obstructions that cannot to be removed through cleaning efforts and will prevent the sliplining process, including existing service connections from existing irrigation pipe work including, but not necessarily limited to, locating obstructions, excavation, dewatering, cutting existing piping of whatever the nature of material encountered, removal and disposal of pipe obstruction, and backfill and compaction. If the obstruction occurs at a location where a new service is to be installed, then no measurement will be made for this bid item, and all work shall be paid under the bid item "Service Saddle," per each. No additional payment shall be made for removal of more than one obstruction if located within the same excavation area. 6. The unit price bid for "Access Pit," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to construct launching and receiving access pits and prepare for insertion of liner pipe, including, but not necessarily limited to, sawcutting, excavation, dewatering, removal and disposal of existing pipe and materials, all equipment, equipment set -up and removal, temporary closures and reinstatements of the pit, connection of new piping, backfill, plugging abandoned pipes, and compaction. 7. The unit price bid for "Slipline -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials and diameters including, but not necessarily limited to, pipe, fittings, fusing equipment, technical service, pipe connections, concrete blocking, concrete blocking, and testing. 8. The unit price bid for "Slipline 3 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to install City - supplied 3 -inch HDPE pipe in existing irrigation piping of various materials and diameters including, but not necessarily limited to, fittings, fusing equipment, technical services, pipe connection, and testing. 9. The unit price bid for "Trench -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings including, but not necessarily limited to, trench excavation, removal of existing pipe, dewatering, laying and joining the pipe and fittings, fusing equipment, technical services, pipe connections, concrete blocking, detectable marking tape, backfill and compaction, concrete blocking, and testing. 10. The unit price bid for "Trench 16 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to install City - Z: \JAN \SPECS \040566- YK.wpd 6 -21 October 3, 2005 supplied 16 -inch HDPE pipe including, but not necessarily limited to, trench excavation, removal of existing pipe, dewatering, laying and joining the pipe and fittings, all fittings, fusing equipment, technical services, pipe connection, concrete blocking, detectable marking tape, backfill and compaction, and testing. 11. The unit price bid for "Trench 3 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to install City - supplied 3 -inch HDPE pipe including, but not necessarily limited to, trench excavation, removal of existing pipe, dewatering, laying and joining the pipe and fittings, all fittings, fusing equipment, technical services, ; Zvi if iGution, concr blocking, detectable marking tape, backfill and compaction, and testing. 12. The unit price bid for "Shoring or Extra Excavation, Class B," per lump sum, shall be full compensation for all labor, equipment, tools, and materials required to construct the shoring, cofferdam, or caisson including excavation, installation and removal of the shoring, backfiliing, and compaction, all as shown on the Drawings and as specified herein. When extra excavation is used by the Contractor in lieu of constructing the shoring, cofferdam, or caisson the unit prire hirl shall be fi ill pay for all additional excavation, backfill, compaction, and other work required. If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. 13. The lump sum price bid for "Sink Hole Repair" shall be full compensation for all labor, tools, materials, and equipment necessary to fully repair an existing sink hole including, but not necessarily limited to, excavation, dewatering, cutting and removal of existing pipe whatever the nature of the material encountered, common borrow, backfill, and compaction. 14. The lump sum price bid for "Canal Pipe Removal and Repairs," shall be full compen- sation for all labor, materials, tools, and equipment necessary for removal of existing wood stave pipe from concrete canal structure and repair of concrete canal structure including, but not necessarily limited to, excavation, dewatering, existing wood stave pipe removal, concrete canal wall repairs, backfill, and compaction, as shown on the Plans. This item also includes furnishing and installing a ductile iron casing pipe and blow -off assemblies associated with new HDPE pipe installation, as shown on the Plans. Payment for new HDPE pipe shall be per "Trench -Inch HDPE Pipe," per linear foot, and no further payment shall be made. 15. The unit price bid for "AirNacuum Relief Valve Assembly," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the air relief valve in place including, but not necessarily limited to, excavation, dewatering, pipe and fittings, connections to piping, all valves, air /vac enclosure, backfill, and compaction, as shown on the Plans. 16. The unit price bid for " -Inch Gate Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the gate valve in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 17. The unit price bid for "Service Saddle," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service saddle including, but not necessarily limited to, excavation, dewatering, preparation Z: \JAN\SPECS \040566- YK.wpd 6 -22 October 3, 2005 • and fusion connection to the HDPE irrigation main, fusing equipment, technical service, sealing the remaining annulus between the new pipe and existing irrigation main, connection to the new service lateral, backfill, and compaction. 18. The unit price bid for "Service Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service valve in place including, but not necessarily limited to excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 19. The unit price bid for "Service Riser," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service riser in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 20. The unit price bid for "Type 1 Valve Box," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new cast iron valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, compaction, valve box collar, and adjustment to grade, as shown on the Plans. 21. The unit price bid for "Type 2 Valve Box," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new PVC valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, and compaction, adjustment to grade, as shown on the Plans. Concrete valve caps to be provided by the City. 22. The unit price bid for "Service Lateral," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install 3/4 -Inch irrigation service pipe including, but not necessarily limited to, excavation, dewatering, removal and disposal of existing service valve and piping, connection to piping and valves, locating wire from service saddle to service valve, protection of existing service piping into private property, connection to new and existing service lines, backfill, and compaction. 23. The unit price bid for "Existing Service Removal," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to locate and remove existing service valves not intended for replacement and capping existing service lines including, but not necessarily limited to, excavating, dewatering, removal of existing service valve, capping existing service lines of various materials, protection of existing service lines into private property, backfill, and compaction. 24. The unit price bid for "Asphalt Pavement Repair, Type ," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, sawcutting, removal and disposal of existing asphalt concrete surfacing from public or private property, placing asphalt, compacting, trimming, sloping, backfill, tack coat, or any other work required to complete the work, in place. This item also includes furnishing, installing, and maintaining cold mix asphalt on a temporary basis until hot mix asphalt becomes available. 25. The unit price bid for "Gravel Surface Repair," per square yard, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install the Z: \JAN \SPECS \04056B - YK.wpd 6 -23 October 3, 2005 material to the compacted depths shown on the Plans including, but not necessarily limited to, surface preparation; placing aggregate; spreading, shaping, watering, and compacting; and any other work required to complete the work, in place. 26. The unit price bid for "Sodded Lawn Repair," per square yard, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install new sod, including, but not necessarily limited to, finished grading, surface preparation, fertilizing, placing sod, and monitoring the newly placed sod area for two weeks fol- lowing completion. 27. The unit price bid for "Cement Concrete Curb and Gutter," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new cement concrete curb and clutter, including, but not necessarily limited to, sawcutting, removal and disposal of existing curb and gutter, surface preparation, placement of aggregate base, placement of cement concrete curb and gutter, rebar in depressed sections, finishing, jointing, and curing. 28. The unit price hiri fnr "rnncrete Stah -Inch " ner square yard, shall be full - unit e--. .- . ..... ... ... v. square y u�u, shall us. jea compensation for all labor, tools, materials, and equip necessary to furnish and install the new concrete slab including, but not necessarily limited to, sawcutting, removal and disposal of existing concrete surfacing from public or private property, surface preparation, placement of aggregate base, placement of cement concrete, finishing, jointing, and curing. 29. The unit price bid for "Crushed Surfacing Top Course," per ton, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install the aggregate material under new pavement repair areas, and for pipe bedding including aggregate materials, placing, watering, and compacting, at locations shown on the Plans, and as directed by the Owner. 30. The unit price bid for "Select Backfill," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install imported crushed rock material for trench backfill in roads and alleyways, at locations shown on the Plans, and as directed by the Engineer including, but not limited to, placement and com- paction. 31. For the bid item "Minor Change," refer to Section 1- 04.4(1) Minor Changes of the Technical Specifications. 1-09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Acccount. 109.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." Z: \JAN \SPECS \040568- YK.wpd 6 -24 October 3, 2005 • 1 -09.9 PAYMENTS (APWA ONLY) Add the following: The estimated progress estimate cutoff date discussed above shall be the last working day of each month. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency. Payment to the Contractor will be made within approximately 30 calendar days from said recommenda- tion. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1- 08 Prosecution and Progress before the first payment is made. 1- 09.9(1) RETAINAGE Delete the last sentence of the second paragraph. A retainage bond will not be accepted. Add the following to the fourth paragraph: 5. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1- 09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS (NEW SECTION) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the Work (Section 1- 05.6). 4. Landscape damage assessments per Section 1- 07.16. 5. Private property owner disputes requiring corrective action. 6. For overtime work performed by Contracting Agency personnel or its repre- sentative, per Section 1- 08.0(3). Z: \JAN \SPECS \04056B - YK.wpd 6 -25 October 3, 2005 7, Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1 -08.9 Liquidated Damage; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 8. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1 -05.5. c. Failure of the Contractor to correct defective nr unauthorized d w ork (S 1- 0 05,7), d. Failure of the Contractor to furnish a Manufacturer's Certificate of Com- pliance in lieu of material testing and inspection as required by Section 1- 06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or sub con t rac t or o f any tier as required by Section 1-07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period: 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contact. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15- day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1 -8 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. Z: \JAN \SPECS\04056B- YK.wpd 6 -26 October 3, 2005 1- 09.9(3) FINAL PAYMENT (NEW SECTION) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1 -09.11 DISPUTES AND CLAIMS 1- 09.11(3) TIME LIMITATIONS AND JURISDICTION Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington. 1- 09.13(3)A ADMINISTRATION OF ARBITRATION Change the first sentence of the third paragraph to read "... rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency is located." 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.2(2) TRAFFIC CONTROL PLANS Delete the entire section and replace with the following: The Contractor shall prepare a signing plan showing the necessary Class A and B con- struction signing and barricades and traffic control devices required for the project and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the MUTCD without modification, the Contractor may reference the applicable Z: \JAN \SPECS \040568- YK.wpd 6-27 October 3, 2005 MUTCD figure at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. The signing plan prepared by the Contractor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. If the construction, repair, or maintenance work includes or uses grooved pavement, abrupt lane edges, steel plates, or gravel or earth surfaces, the construction, repair, or maintenance zone must be posted with signs stating the condition, as required by current law, and in addition, must warn motorcyclists of the potential hazard. The sign shall include at least the following language: "MOTORCYCLES USE EXTREME CAUTION." All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the Engineer after review, shall be included in the unit contract prices for "Temporary Traffic Control Devices," per lump sum. 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1- 10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the WSDOT, City, or County, shall be furnished by the Contractor. The last two sentences of the first paragraph are deleted. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and 1 -10.5 PAYMENT Section 1 -10.5 shall be revised as follows: Class A and Class R construction signs and labor for traffic rnntrnl, including flagging when necessary, shall be considered incidental to the Contract bid item for "Temporary Traffic Control Devices," per lump sum. All costs for furnishing, erecting, and maintaining Class A and Class B construction signs and for providing traffic control labor shall be included in the Contract bid item "Temporary Traffic Control Devices," per lump sum, and no further payment for such work will be made. Z:\JAN\SPECS \040566 - YK.wpd 6 -28 October 3, 2005 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 DESCRIPTION Add the following: The Contractor may be required to clear and grub beyond the right of way line, where specifically directed by the Engineer, to remove trees, stumps, shrubs, plants, or other items which by proximity would interfere with the construction or endanger the system. All work beyond the right of way line shall be coordinated with affected property owner(s) per Section 1 -07.24 (APWA), sixth paragraph. The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all fences, mail boxes, small trees, shrubs, plants, street signs, culverts, irrigation facilities, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. 2- 01.3(5) FENCING (NEW SECTION) Add the following new section: The Contractor shall be required to carefully remove all existing fencing located within or near the proposed alignments. All fencing materials to be removed and replaced shall be temporarily placed on the adjacent properties or stored as directed by the Engineer. The removal and replacement of all fencing shall be coordinated with the adjacent property owner and done at the Contractor's expense. Any fencing that is to be reset shall be relocated and reset by the Contractor along the property lines or as directed by the Engineer. Unless provided for otherwise, the necessary work to restore and reinstall the fencing shall be considered incidental and all costs for performing this work shall be included in the lump sum bid item for "Clearing and Grubbing." 2 -01.5 PAYMENT Add the following: There will be no bid item for "Roadside Cleanup." All roadside cleanup work shall be con- sidered incidental to the lump sum item of "Clearing and Grubbing." 4 -04 BALLAST AND CRUSHED SURFACING 4- 04.3(5) SHAPING AND COMPACTION Add the following: Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when he is ready for in -place ballast, base course, or top course density tests. All costs associated with failed tests shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. Z:\JAN \SPECS \04056B - YK.wpd 6 -29 October 3, 2005 5 -04 ASPHALT CONCRETE PAVEMENT 5 -04.1 DESCRIPTION Add the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade. The Contractor will be required to patch existing street surfaces which are to remain, where utility trenches were excavated and backfilled prior to or along with this project. The Contractor shall be required to furnish, install, and maintain cold mix asphalt pavement at all pavement repair locations until or unless Hot Mix Asphalt is available. No area requiring pavement repair shall remain unpaved for more than 5 working days following the initial excavation, unless otherwise directed by the Engineer. AsphAlt concretes urf shall be o so cnst acted that the finished pavement will c to . . �.... ... .. ..... .. .. . ... . ....,..... ,. ..........., .. .... . .... that the finished pavement vv :es conform �v existing adjacent elevations and the cross- section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. 5 -04.2 MATERIALS Add the following: Hot Mix Asphalt used on this project shall be HMA Class A PG 64 -28 conforming to the provisions of Section 5 -04 of the Standard Specifications. 5- 04.3(2) HAULING EQUIPMENT Add the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous asphalt concrete paving operation at proper asphalt concrete mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5- 04.3(7)A MIX DESIGN Add the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Standard Operating Procedure 732, to the Engineer for approval at least 5 working days prior to any navinn nnaratinn 5- 04.3(10)B CONTROL Add the following: Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density. Z:WAN \SPECS \040566 - YK.wpd 6-30 October 3, 2005 • 5- 04.3(13) SURFACE SMOOTHNESS Add the following: Where directed by the Engineer, the Contractor shall feather the asphalt concrete pavement in a manner to produce a smooth - riding connection to the existing pavement. HMA Class A PG 64 -28 shall be utilized in the construction of the feathered connections to existing pavement. All costs and expenses in connection with providing, placing, and feathering the asphalt concrete pavement shall be incidental to and included in the unit contract price per square yard for "Asphalt Pavement Repair, Type 5- 04.3(15) ASPHALT CONCRETE APPROACHES Add the following: Along the line of new work, it may be necessary to partially remove existing asphalt concrete driveways or other paved off - street areas. These driveways will then be modified and reconstructed to fit the curb and sidewalk grade and to blend into the remaining driveway. Before excavating, these areas shall be cut or scored with an approved pavement cutter, such as a concrete saw. Before patching, all edges and joints shall be neatly trimmed to uniform line, parallel to the curb where possible. The asphalt concrete driveways shall be constructed of asphalt concrete as specified in Section 5 -04.2 of the Standard Specifications. 5 -04.5 PAYMENT Measurement and payment shall be per SECTION 1- 09.3(1) Description of Bid Items 7 -09 WATER MAINS 7 -09.1 DESCRIPTION Add the following: This work shall consist of constructing HDPE irrigation lines in accordance with the Plans and Specifications. 7- 09.1(1)C GRAVEL BACKFILL FOR PIPE ZONE BEDDING Add the following: Imported pipe zone bedding for flexible pipes shall be crushed surfacing top course meeting the requirements of section 9- 03.9(3), and shall be placed and compacted in layers as designated by the Engineer. Z: \JAN \SPECS \040566 - YK.wpd 6 -31 October 3, 2005 Pipe zone bedding for rigid pipes shall be native or imported gravel bedding material meeting the requirements of SECTION 9- 03.12(3), or as approved by the Engineer. 7- 09.1(1)E TRENCH BACKFILL Add the following: Imported select backfill, where directed by the Engineer, shall be crushed gravel, placed and compacted in layers. The crushed gravel bedding shall conform to crushed surfacing base course meeting the requirements of SECTION n 03 9(3\ d by the Engineer. $.. 111{..VUn t y the i c ci i icy iw vECI i i w� V J-V .��J), or as approved by the Cl ll�Il leel . 7 -09.2 MATERIALS Revise this section as follows: Bedding Materials (Flexible Pipes) 9- 03.9(3) Top Course Bedding Materials (Rigid Pipes) 9- 03.12(3) Gravel Backfill Imported Select Rackfill o_nR 9(3) Paco Course 7-09.3(9) BEDDING THE PIPE The first sentence shall be replaced with the following: Bedding material shall be imported pipe bedding mPeting the requirements of SECTION 7- 09.2 of these Special Provisions. 7- 09.3(10) BACKFILLING TRENCHES Add the following: Street crossing trenches and other locations as directed by the Engineer shall be backfilled for the full depth of the trench with imported select backfill meeting the requirements of SECTION 7 -09.2 of these Special Provisions. 7- 09.3(11) COMPACTION OF BACKFILL Delete the first paragraph and add the following: Mechanical compaction shall be required for all trenches. The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. The density of the compacted material shall he at least 95 of the maximum d as determined by ASTM D 698 Tests (Standard Proctor). The Contractor shall notify the Engineer when they are ready for in -place density tests of the trench line. Density tests shall be taken by the Owner at various depths in the trench, as required. The Contractor shall provide a backhoe and operator for the excavation and backfill of test holes. The cost of the backhoe and operator shall be considered incidental to the other bid items. All costs associated with failed tests shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements have been met. Z: \JANISPECS \04056B- YK.wpd 6 -32 October 3, 2005 The first five (5) trench backfill operations shall be considered a test section for the Contractor to demonstrate his backfilling and compaction techniques. The Contractor shall notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations and the Owner will arrange for in -place density tests to be taken on the completed test section in accordance with the above requirements. No further trenching will be allowed until the specified density is achieved in the test section. Passing in -place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. 7 -09.4 MEASUREMENT Supplement this section with the following: There will be no separate measurement or payment for dewatering operations by the Contractor. All costs associated with dewatering operations shall be included in the various bid items associated with the work. 7 -09.5 PAYMENT Payment shall be per Section 1- 09.3(1) Description of Bid Items 7 -12 VALVES FOR WATER MAINS 7 -12.2 MATERIALS Add the following to SECTION 7 -12.2 of the Standard Specifications: Gate Valves: All gate valves size 4 -inch through 16 -inch shall be resilient seated gate valves conforming to the latest AWWA Standard C 509. Valves shall be Mueller, Dresser, Clow, or equal. All gate valves 4 -inch and larger shall have non - rising stems, open counterclockwise, and shall be provided with a 2 -inch square operating nut. Stuffing box shall be 0-ring type. Valves smaller than 4 -inch shall have screw type end connections and be non - rising stem, screwed bonnet, solid wedge disc type having a minimum working pressure of 200 psi. Valves shall be Crane 438, Stockham 103, or equal. Valve Boxes: The top section of the valve boxes shall be Rich Model 940 -B, or approved equal, 18 inches high. The bottom section shall be a Rich Model R -36, or equal, 36 inches high; extension sections shall be Rich Model 044, or equal, 12 inches high. 7 -12.3 CONSTRUCTION REQUIREMENTS Add the following to SECTION 7 -12.3 of the Standard Specifications: Upon completion of all work in connection with this Contract, all valves involved in this work shall be opened and the Engineer so notified. The Contractor shall keep the valve boxes free from debris caused by the construction activities. All valve boxes will be inspected during final walk -thru to verify that the valve box is plumb and that the valve wrench can be placed on the operating nut. Z: \JAN\SPECS \04056B- YK.wpd 6 -33 October 3, 2005 Valve boxes should be set to position during backfilling operations so they will be in a vertically centered alignment to the valve operating stem. The Contractor shall adjust all water valve boxes to the final grade of the surrounding area including new concrete sidewalk, asphalt paving, gravel surfacing, or topsoil surfacing. 7 -12.5 PAYMENT Payment shall be per Section 1- 09.3(1) Description of Bid Items. 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 7 -20.1 DESCRIPTION The intent of this Specification is to provide general requirements for the rehabilitation of the existing irrigation system piping with new HDPE piping. t These Specifications are intended t be performance specifications that describe th u These e.a,sv as i ,rvsseeeseu sous eu are ee ewt eu�s.a to be i .r �..vt:: eat:`J� �pes.:tti,a t.tv::a that S.t �i."'iLf 1fJC the ultimate fatC function to be achieved, that is the rehabilitation of the existing irrigation system piping to provide leakproof, pressurized irrigation service. Therefore, the precise materials and the methods outlined are not described in detail in the following Sections. 7 -20.2 MATERIALS High Density Polyethylene Pipe (HDPE) shall be extra high molecular weight, high density ethylene /hexane copolymer, PE 3408 polyethylene resin. The Standard Dimension Ratio (SDR) shall be 26 for pipe sizes 12 -inch diameter and larger, and SDR 11 for pipe sizes 10 -inch diameter and smaller. Pipe material shall be provided in straight segments and no coiled pipe will be allowed. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these Specifications. The certificate shall state the specific resin used, its source, and list its compliance with these Specifications. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties throughout. During extrusion production, the HDPE pipe shall be continuously marked with durable printing including (but not limited to) nominal size, dimension ratio, pressure rating, type (trade name), material classification, certification base and date. Polyethylene fittings shall comply with all appropriate requirements of AWWA C901, AWWA C906, or CSA B137.1. Socket type fittings shall comply with ASTM D2683. Butt fusion fittings shall comply with ASTM D3261. Electrofusion fittings shall comply with ASTM F1055. Fabricated fittings shall be designed and manufactured to be as strong or stronger than the pipe to which the fittings will be joined. Mechanical fittings shall be approved only after submission of appropriate test data and service histories indicating their acceptability for the intended service. In all cases, the Speci- fications and requirements for the fittings supplied shall comply with the appropriate sections of AWWA C901, AWWA C906, or CSA B137.1. Z:\JAN \SPECS104056B- YK.wpd 6 -34 October 3, 2005 Pipe stiffeners shall be used in conjunction with mechanical restrained fittings. Pipe stiffeners shall be designed to support the interior wall of the HDPE and maintain pipe round. The stiffeners shall support the pipe's end and control the "necking down" reaction to the pressure applied during normal installation. The pipe stiffeners shall be formed for 304 or 316 stainless steel to the HDPE manufacturers published average inside diameter of the specific size and DR of the HDPE. 7- 20.2(1) HANDLING OF HDPE PIPE The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to ensure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer's recommendations. The handling of pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed or the section of pipe rejected. 7 -20.3 CONSTRUCTION REQUIREMENTS 7- 20.3(1) PREPARATION OF EXISTING LINES It shall be the responsibility of the Contractor to clean and clear the existing irrigation lines of obstructions, solids, roots, collapsed pipe, or any other impediment or material which prevents proper insertion of the sliplining pipe. If inspection reveals an obstruction that is not at the location of an access pit or new service connection, the Contractor shall make an excavation to expose and remove or repair the obstruction. Such excavation shall be approved by the Owner prior to the commencement of the work. 7- 20.3(1)A CLEANING EXISTING PIPE The Contractor shall be required to furnish all labor, equipment, appliances, and materials necessary for cleaning the irrigation system pipes including the removal of all debris, roots, solids, roots, sand, rock, etc., from the existing irrigation lines. The existing irrigation mains shall be cleaned using mechanical, hydraulically - propelled, and /or high velocity cleaning equipment. The cleaning process shall remove all debris from each irrigation main segment. All cleaning equipment and devices shall be operated by experienced personnel. Satis- factory precautions shall be taken to protect the irrigation mains from damage that might be inflicted by the improper use of the cleaning process equipment. The Contractor shall be responsible for collection and disposal of all materials collected or accumulated during the cleaning process and shall comply with all Federal, State, and local environmental and anti - pollution laws, ordinances, codes, and regulations. Under no circumstances shall materials generated from pipe cleaning activity be improperly disposed, dumped onto streets or ditches, catch basins, storm drains, or sanitary sewers. - The Contractor shall be required to demonstrate the performance capabilities of the cleaning - - equipment proposed for use on the project. If the results obtained by the proposed pipe cleaning Z: \JAN \SPECS\04056B- YK.wpd 6 -35 October 3, 2005 equipment are not satisfactory, the Contractor shall use different equipment and /or attachments, as required, to meet the specifications. 7- 20.3(1)B INSPECT EXISTING PIPE The Contractor shall be required to furnish all labor, materials, and equipment necessary for television inspection and videotaping operations. The Contractor shall provide a videotape and logs of the televised inspection for review. If the Contractor provides a videotape of such poor quality It let It Loa 1111Vt be pr Vper ly evaluated, the Contractor shall re- televise as necessary and provide a tape of good quality at no additional cost • to the Owner. The television unit shall have the capability of displaying in color, on VHS videotape, pipe inspection observations such as pipe defects, sags, points of root intrusion, offset joints, service connection locations, and any other relevant physical attributes. Each tape shall be permanently labeled with the following: project name; date of television inspection; location and size of irrigation main; street /easement location; name of Contractor; date tape suhmitteri; and taps number. The Contractor shall provide a line diagram area sketch and written log for each completed segment of videotaped irrigation main describing the section being televised, camera direction, position of service connections, description and location of failures, pipe type and condition, weather conditions, and other significant observations. The television inspection equipment shall have an accurate footage counter which displays on the monitor the exact distance of the camera from the center of the starting point. A camera with rotating and panning lens capabilities is required. The camera height shall be centered in the conduit being televised. The speed of the camera through the conduit shall not exceed 40 feet per minute. There may be occasions during televised inspection when the camera will be unable to pass an obstruction. At that time, and prior to proceeding, the Contractor shall contact the Owner's project observer. If the length of irrigation main cannot be televised due to obstruction, the Contractor shall clean the system as is necessary. If, in the opinion of the Owner's project observer, the obstruction is attributed to blockage non - removable by cleaning, televising shall be suspended, payment shall be made based on the actual televised length, and the remaining televising of irrigation piping shall be continued upon successful correction of the blockage by the Contractor. No additional payment shall be made for additional setups required due to obstructions encountered during televising. No separate payment will be made for any excavations or any other method which may be required to retrieve video equipment that may have been hung up, destroyed, and /or lost during the operation. 7- 20.3(1)C OBSTRUCTION REMOVAL The Contractor shall be required to remove in entirety all full and partial obstructions discovered • during the cleaning and televising work, including existing service connections, prior to sliplining work. At existing service connections, the Contractor shall excavate and remove the existing service connections from the existing irrigation main. If a new service connection is proposed for the Z:\JAN \SPECS \040568 - YK.wpd 6-36 October 3, 2005 location, the Contractor shall remove a minimum two (2) foot section of the existing main, centered on the location of the proposed service connection. Blockages and obstructions shall be removed using non - intrusive methods where possible. If the blockage or obstruction cannot be removed using non - intrusive methods, the Contractor shall excavate and remove the blockage. The Contractor shall notify the Engineer and receive approval prior to beginning excavation for blockage. 7- 20.3(2) INSTALLING HDPE PIPE 7- 20.3(2)A JOINING HDPE PIPE Sections of polyethylene pipe shall be joined into continuous lengths on the job site, above ground. The joining method shall be butt fusion and shall be performed in strict conformance with the pipe manufacturer's recommendations and ASTM -F -585. The butt fusion equipment used in the joining process shall be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements of 400° F and interface fusion pressure of 75 psi. Socket fusion, hot gas fusion, threading, or solvent- cement joints and epoxies are not per- mitted. The Contractor shall be responsible to verify the fusion equipment is in good working order and the operator has been trained within the past twelve months. The fusion equipment shall be equipped with a Datalogger for recording heater temperature and fusion pressure. All fused joints shall be watertight and shall have a tensile strength equal to that of the pipe. All joints are subject to acceptance by the Owner prior to insertion. All defective joints shall be cut out and replaced at no additional cost to the City. The Contractor shall remove all HDPE trimmings or other miscellaneous material from the inside of the pipe being butt fused prior to installation. All pipe, both new and existing, shall be adequately covered at the end of each working day to prevent entry by animals (i.e. rodents, cats, etc.). If pipe is left open and unattended by the Contractor, he shall be responsible for verifying no animals have entered the pipe and provide suitable evidence to the Engineer. The Contractor shall not continue work until such evidence is provided and accepted by the Engineer. 7- 20.3(2)B SLIPLINING WITH HDPE PIPE Sliplining shall be accomplished with a power winch and steel cable connected to the end of the liner by use of an appropriate nose -cone pulling head. During insertion of the new HDPE pipe, precautions should be taken to protect the liner pipe as it is pulled into the existing irrigation main piping. Any cuts, gouges, or scrapes equal to 10% of the liner wall thickness shall be cause for rejection of that portion of the liner pipe. Once the insertion is initiated, the pull shall be completed without interruption. At the Contractor's option, as recommended by the pipe manufacturer, the liner pipe may be pushed into position, or a combination of pushing and pulling techniques may be used to insert the liner. The manufacturer's recommendations shall be followed regarding relaxation and thermal equilibrium of the liner prior to terminal and service connections, but shall not be less than 2 hours. Following the required time, terminal and service connections may be made, the annulus of the - existing pipes shall be sealed, and backfilling of open pits may be completed. Z: \JAN \SPECS \04056B - YK.wpd 6 -37 October 3, 2005 7- 20.3(2)C WINCHING The winch shall be of the constant load type but shall be fit with a direct reading load gauge to measure the winching Toad. At the end of each day's winching, the Contractor shall provide the Owner with copies of the forces recorded in winching at the start of any pull and during the pull at increments of 50 feet of winching distance and at any restart after temporary stops. The winch shall be fitted with a device to automatically disengage when the load exceeds a preset maximum load to be approved by the Owner. Under no circumstances will the pipe be stressed ha ,r nd its ela limit The Contractor shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points. The winch, cable, and cable drum shall be provided with safety cage and supports so it may be operated safely without injury to persons or property. The Contractor shall provide a system of guide pulleys and hracings at each acrasc nit to minimize cable contact with the existing irrigation piping. The nose cone at the head of the slipline pipe shall be fitted with a swivel attachment to prevent or minimize the twist transmission between the winch cable and the nose cone. The excavation supports at the launch site shall remain completely separate from the pipe support system and must be so designed that neither the pipe nor the winch cable is in contact with them. Lubrication to ease the pull shall be as recommended by the HDPE pipe manufacturer, shall not be harmful to piping materials, and shall be approved by the Owner. 7- 20.3(2)D INSERTION OR ACCESS PITS The Contractor shall construct insertion or access pits at locations which maximize pulling distances and directions, and which minimize disruption to traffic and impacts to adjacent properties. Proposed access pit locations are shown on the Plans for the Contractor's consideration. The final number and location of insertion or access pits shall be proposed by the Contractor and approved by the Owner prior to excavation. The length of the access pit shall be a minimum of 12 times the diameter of the liner plus the sloping ends of the pit. The ends of the pit shall be sloped at a minimum of 2.5 to 1 slope from the ground surface to the top of the existing irrigation main. The sides of the pit shall be properly braced per local, state, and federal regulations. The width of the access pit shall be a minimum of the outside diameter of the existing irrigation main plus 12 inches, but shall not exceed 3 feet in width. The access pit shall allow insertion of continuous pipe length without bending to a smaller radius of curvature than permissible by the manufacturer. The top of the existing irrigation main shall be exposed to the spring line and the crown of the pipe shall be removed for the full length of the insertion pit. Care shall be taken not to disturb the bottom portion of the existing irrigation main. In addition, the top of the pipe length to be inserted shall be protected from damage at the entry into the pipe to be sliplined. Z: \JAN \SPECS \04056B- YK.wpd 6 -38 October 3, 2005 7- 20.3(2)E SERVICE CONNECTIONS New irrigation service connections shall be made at locations as shown on the Plans or as otherwise directed by the Owner. All existing and new service connections shall be identified and located prior to pipe rehabilitation work. All existing service connections shall be removed in entirety from the existing main and all locations requiring new service connection shall be prepared by removing a minimum of a two (2) foot section of the existing main, centered on the location of the proposed service connection, prior to the pipe rehabilitation work. The Contractor shall allow a sufficient pipe relaxation period, as recommended by the pipe manufacturer, but not less than 2 hours, following the insertion of the HDPE liner prior to completing new service connections. Service connections shall be made by fusion of service saddles onto the new HDPE irrigation pipe. Service saddles shall provide a 3/4 -inch service and shall match the size and type of pipe of the new irrigation main. A mechanical- assist tool shall be used to fuse saddles to new irrigation pipe and all fusing shall be done in strict accordance with the pipe manufacturer's recommendations. Following sufficient cooling time, all service connections shall be tested by the Contractor and approved by the Owner prior to backfilling operations. The Contractor shall prove new service connections are connected to the intended private irrigation system using compressed air, or other method as proposed by the Contractor and approved by the Engineer. 7- 20.3(2)F LEAK TESTING Pressure testing shall be conducted in accordance with ASTM F2164, Field Leak Testing of Polyethylene Pressure Piping Systems Using Hydrostatic Pressure. The HDPE pipe shall be filled with water raised to test pressure and allowed to stabilize. The test pressure shall be 60 psi. The pipe shall pass if the final pressure is with 5% of the test pressure for 1 hour. For safety reasons, hydrostatic testing only will be used. 7 -20.4 MEASUREMENT AND PAYMENT Measurement and payment shall be per Section 1- 09.3(1) Description of Bid Items. Z:\JAN \SPECS \04056B - YK.wpd 6 -39 October 3, 2005 N W E C 1TY 0 F YAK! MA S � l EN L ---,,,Reiniss.* ..„.„., „..„.„. ........„ ..........„... ......„,.......„ :,,,,,..:,...„:,...:„.„...,..„.,, G ERA 308 IRRIGATION SYSTEM .........„.: ,,,,,,,,:,,, WASHINGTON - YAKIMA PHASE 2 / STAGE 2 IMPROVEMENTS NAN 1 * SHEET INDEX / SHEET 1 COVER SHEET SHEET 2 OVERALL PLAN & GENERAL NOTES SHEET 3 -7 AERIAL PHOTOGRAPHS SHEET 8 -17 PLAN SHEETS SHEET 18 -19 DETAILS STATE MAP LEGEND CITY PROJECT NO. 1R2059 EXISTING FEATURES NEW FEATURES H LA PROJECT NO. 04056 -S2 (SIZE, TYPE) 0 C T 0 B E R 2005 IRRIGATION STEEL POLE/BOLLARD ® NEW IRRIGATION UNE incimiimilwowirsolimilm GAS LINE G C PULL BOX ❑ SANITARY SEWER • m a IRRIGATION VALVE STREET UGHT c-- jt- . ... : j -? m=om *H. DOMESTIC WATER r • WATER METER ® PAVEMENT REPAIR #`- := .. „s^a.....�_,:�. -, STORM DRAIN m w GAS METER ® CONCRETE REPAIR CULVERT nxr air ANCHOR RR FO ❑ UNDERGROUND Huibregtse, Lowman Associates, Inc. UNDERGGROUNOUN D POWER HOSE BI ro � � HOSE BIB CONTACT INFORMATION �- FENCE x x CLEANOUT ® � ' • .. IRRIGATION VALVE •X MAILBOX A UTILITY POLE o- xr_ CITY OF YAKIMA MANHOLE DECIDUOUS TREE MIKE SHANE 576 -6480 CIVIL ENGINEERING •LAND SURVEYING •PLANNING CATCH BASIN o ® EVERGREEN TREE =i= TERRY WAKEFIELD 575 - 6194 ` FIRE HYDRANT SHRUB/HEDGE 801 North 39th Avenue ❖Yakima, WA 98902 WATER VALVE m PROJECT ENGINEER MICHAEL T: BATTLE, PE 966 -7000 (509) 966 -7000 • FAX (509) 965 -3800 Q EL T. g JOB NUMBER: DATE: C ITY O F YAKIMA SHEET GZ ' '►� �� 0405652 09 -30 -05 a, Inc. Huibregtse, Lohman Associates, . 4O 1..t FILE NAMES: ® CIVIL ENGINEERING •LAND SURVEYING •PLANNING DRAWING: SHEETS.DWG GENERAL 308 IRRIGATION SYSTEM 1 '` 801 North 39th Avenue4Yakima, WA 98902 : "It � ;y.�. PHASE 21 STAGE 2 IMPROVEMENTS OF (509) 966 -7000 -. FAX (509) 965 -3800 10 �} - DESIGNED BY: MTB 19 E %PIPES + 6, 2006 REVISION DATE ENTERED BY: KDY SHEET • GENERAL NOTES F 1. THE CONSTRUCTION DRAWINGS PROVIDE ONLY SCHEMATIC AND APPROXIMATE INFORMATION N `� REGARDING THE EXTENT AND LOCATION OF NEW AND EXISTING IRRIGATION SYSTEM COMPONENTS. �` CA DR GENERAL 308 SYSTEM UMITED TOPOGRAPHIC SURVEY HAS BEEN CONDUCTED. EXISTING PUBLIC AND PRIVATE IMPROVEMENTS; STORM DRAINS AND CULVERTS; ASPHALT, CONCRETE, AND GRAVEL SURFACES; ROCKERIES, RESERVOIR W " E ` HAVEN RD RETAINING WALLS, FENCES, AND GATES; SHEDS, SHELTERS, DECKS, PATIOS, ,WOODPILES, GARBAGE CANS, AND OTHER MISCELLANEOUS ITEMS; VEGETATION AND TREES; AND PARKED VEHICLES, RV'S, AND BOATS, ETC. ARE NOT INDICATED ON THE DRAWINGS BUT ARE PRESENT THROUGHOUT THE CITY LIMITS 3 PROJECT AREA, IN AND ADJACENT TO THE RIGHT OF WAY. AERIAL PHOTOS ARE PROVIDED IN 'a C:IIH ee° 111 1 \ miLop...,1. THE PLANS FOR GENERAL INFORMATION, ALTHOUGH ACTUAL FIELD CONDITIONS HAVE CHANGED o so 100 200 r SINCE THE DATE OF THE PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE 6.. �� ' EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE EMS THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE �,� STANDARD SPECIFICATIONS. ALL DISTURBANCE, REMOVAL, REPLACEMENT, AND RESTORATION Of %‘ �� -��_ GORDON RD i EXISTING FEATURES SHALL BE COMPLETED BY THE CONTRACTOR. R, rJ' • 2. THE CONTACTOR IS ADVISED THAT SURFACE REPAIR IS NOT SPECIFICALLY IDENTIFIED ON THE ` °,, l�� �; � - - - PLANS FOR EACH REPAIR LOCATION. ALL REPAIR LOCATIONS HAVE BEEN REVIEWED FOR SPECIFIC � `° - •+w,. �� ,. REPAIRS AND OVERALL QUANTITIES CALCULATED. REPAIR QUANTITIES IN THE BID SUMMARY ARE 1/4 :'' ' �— R 1z '�_ • iii APPROXIMATE, AND ALL FINAL REPAIR TYPES SHALL BE DIRECTED BY THE ENGINEER. • q • 3. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE S c' CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS SHALL • �� . 111111114 o BE THE RESPONSIBILITY TH DAMAGED PARTY. ACTOR AND SHALL BE MADE IN A TIMELY MANNER TO THE �cRO� R �/T � ©� _ ■ Li SATISFACTION OF i: �4 w E3� 4. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION REQUEST CENTER NOT LESS fro i. w z EN •T 2 THAN 72 A NOR MORE THAN 10 BUSINESS DAYS BEFORE ANY EXCAVATION, TO REQUEST . -1, z w w w w RIVER RD °z 44 FIELD LOCATIONS OF U1ILITIES. THE TELEPHONE E NUMBER FOR THE ONE CALL CENTER FOR � - THIS PROJECT IS 1- 800 - 424 -5555. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY O� J m E P ROJ E PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT N ■ POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NO11FY Q > z Z MADISON AVE _ Z EJST a THE ENGINEER IMMEDIATELY WHERE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH PROJECT y � �� az ■ L O CAT I O IMPROVEMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR POTHOLING OR 0 z Z m ■�� ' VERIFICATION OF EXISTING UTILITY LOCATIONS. � S CE FLErc ,; , LL E I ST z 5. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD , • - * 1 SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE CASTLE ALE RD s FRUITVALE : LVD =■' 1111 . ' WASHINGTON STATE DEPARTMNT OF TRANSPORTATION ( WSDOT) AND THE AMERICAN PUBUC a ��® WORKS ASSOCIATION (APWA) AND THE SPECIAL PROVISIONS OF THE CITY OF YAKIMA. w Z GARR iR =f7� � . � � � � �'��Q� \ Z z w WILLOW ST ill_ - ,• 1071.. V' �� ®� 6. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM 1HE SITE. NO BURNING WILL BE ALLOWED. Q KERN RD IF V .. THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN WASTE DISPOSAL SITE m � AT HIS OWN EXPENSE FOR THE DISPOSAL OF ALL UNSUITABLE MATERIAL, ASPHALT, CONCRETE, ' 'a R o \ � A O I y > � z =.�� ar � a DEBRIS, WASTE MATERIAL, AND ANY OTHER OBJECTIONABLE MATERIAL WHICH IS DIRECTED TO ME > w -4 M z JEROMEAVE ■� JEROMEAVE e�••a ® eff r a■ \ \ WASTE. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS = .m�D . _ REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC 173 -304, SUBCHAPTER 461. 4 a GS F ■ A � jt U PV r v I ` ! .. �.� EN cWOOD AVE z R0 \a 7. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RY AVE _m For- © . . ® > U .EVELTAV 11W11 ■�A�--- .. . '' \ g , Z m EAST � \ 8. A PRECONSTRUCTION MEETING WITH THE LOCAL JURISDICTION /PUBLIC WORKS DEPARTMENT, z� DOUGLAS DR ' ■��EVgvE��.-. ,��� . � �� THE ENGINEER THE CONTRACTOR BE HELD � 1� AND INTERESTED UTILITY COMPANIES SHALL A • 0 • � 1 RICHE RD G ARFIE �- • . N MINIMUM OF ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN E � � RD r �. © . �� 0 48 -HOURS MINIMUM NOTICE PRIOR TO THE START OF WORK. �'s•��•■ m _ ■■Ir■1 �9. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) .3 z upLANDSwgv z —�s©, ©� . it + ' � _ COPY OF 1HE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND •ROOT - Mir' COO MAVIS > > > > > > > j > FOLSOM ®I� � .. � SPRUCE EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON -SITE AT ALL TIMES. �� a a a a a a a a © Zr II� ... �� . MOSE' m n i i l i z c BROWN: AVE o i 0. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH z z z z z z z .■ ' .. �� . N Z ; �ORKER SAFETY AND THE ENGINEER ASSUMES RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS ,� ���""©�~ ■■ ' . O " HALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, m a , NOR pgRKLN i . , HAPTER 49.17 RCW. ° z . > H 11111111110111 . 111111111110111 � ' , ' *M :1‘ N ® . m " 11. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE .- WCHESTNUTAVE .��, 0v +p�N 30. 1 ® A SIRJAlI IS THE PLANS OR SPECIFlCAl10NSTHE CONIRACTOR HALL • � a �® - . .• CONTACT THE ENGINEER IMMEDIATELY. lormillioli ®. 1 2. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS BUILTINFORMA710N ON A IN ACCORDANCE WITH MUTCD 1 - � � 7 L VI � �� ' � � �7 � . . . � TO THE CITY OF YAKIMA FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF " . -.� , ,,ileri�.on AFFECTING, THE RIGHT OF WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY YAKIMA INSPECTOR AT ALL TIMES. THE CONTRACTOR SHALL DELIVER THESE DRAWINGS TO THE AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. ENGINEER AT THE COMPLETION OF THE WORK. iimmul q w m©ili .' 111 w���� Mil ©a 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY 16. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION ■■• LIFE, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE UMITED TO THE �����■■� rs ®��,�� w _� THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT. ALL SECTIONS OF THE WSDOT/ APWA PERIOD BETWEEN 7:00 A.M. AND 7:00 P.M. EVERY DAY UNLESS OTHERWISE APPROVED BY THE �'���.■�■■. y.N■NINE STANDARD SPECIFICATIONS SECTION 1-70, TEMPORARY TRAFFIC CONTROL, SHALL APPLY IF WORK CITY. LOM: ARO E •+ !RU. O NST Lv+l WITHIN THE RIGHT OF WAY WILL INTERRUPT NORMAL TRAFFIC OPERATION. I IIII ���'■ 11111,", , 17. ALL RIGHT OF WAY, PARCEL CONFIGURATIONS, AND OWNER INFORMATION WAS DEVELOPED a 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING OADWAYS FREE AND CLEAR OF FROM THE LATEST CITY OF YAKIMA'S G.I.S. NO FIELD SURVEYS HAVE BEEN N NIE 0 AV: ®��' = C= TRAL AVE ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. T N THERE TOF LL VERIFY TH OR SEARE SONL INFORMATION FROM I�II"'� � W NOB HILL :�'■. 1111111111 1111111111 ���� THE E ENGINEER RICH WAY WHERE RIGHT OF WAY Y OR PROPERTY O IN QUESTION. ARE N QUESTITION. Miiii/iMMUNMENU MiNiMINININ UMEHMI•IMM Maimammimminowomo 71✓L T. g, JOB NUMBER: DATE SHEET tiG `�' O F 04056S2 D9 -3D_D5 CITY OF YAKIMA Hnibregtse, Lonman Associates, Inc. * . ;��,; A; _ FILE NAMES: 2 CIVIL 80 1 39th Avenu o uRma TWA 9 9LZNNING �fI! • 3 87 + : — DRAWING: sHEETS.DWG GENERAL 308 IRRIGATION SYSTEM of _ 1. • � PHASE 2 / STAGE 2 IMPROVEMENTS (509) 966 -7000 o FAX (509) 965 -3800 ""TONAL 0 D /03 As DESIGNED BY: MT 19 EXPIRES 6. 2 / REVISION DATE ENTERED BY: KDY OVERALL PLAN & GENERAL NOTES 1 N lai' ~4 V� • I t ..' _ 4 - W♦ IP' VIP • illy jip# ti I �� SOF fs 4` - ASPHALT -+•- 1 W S 1- — � " ` oO la r Stmt ,,` m o o o DO NIP 4 M 1111 O. , W � �� • cn s+ , � '► 1 • • 4 ' r �, 3 .r• O Jerome `° ' AL j s > s . y olk `°I . I ...' U) l . Q ,- > 1 (30 PVC) -‘-:- ASPHALT •y . VEGETATED STRIP T r lam ' y y Q BUILDING 1 ,i,.. 0 • W ! �( of a t - 16, ° o _ :1:_pipri"pie..._ Z_ O a O f I J ° " . a z if + `. - , Ri ! * ‘ . j --------- - I -C ' ar -.girl : I -'a r�r r �. �. ri .. f Lire _ . 1 NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL I INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO - IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD I SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. W ; � 11! N • CD > --. , I , li .. .1 I.( 1 , 2 . I SC O W• • E 4.. ... .\ W I ... S. r. S n Poplar Stre N • - - o w ` t. -+- ASPHALT -+- ~ • Emu L 11.11 . 118" W000) W 1 0 Z _ . Tr *di* r ilialiallidlii C. Joe 1 vgL � g0 , NU4BER DATE. CITY OF YAKIMA SHEET � � OA05652 09 30 05 ♦• Huibregtse, Louman Associates, loc. > , , FILE NAUES 3 • CIVIL ENGINEERING • LAND SURVEYING • PLANNING AP4 1,r! ' imp DRAWING. BASE DWG GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue oYokimo, WA 98902 PHASE 2 / STAGE 2 IMPROVEMENTS ,�; y - OF I (509) 966 - 7000 o FAX (509) 965 -3800 iV e _ / / DESIGNED BY AI TB (man a. t REVISION DATE ENTERED BY KDY AERIAL PHOTOGRAPHS 19 1 • �� _ �., •~ it _ r "' T I i s t 1sr W W♦ X ^ I t Po 0o 4 3 d � . ' 14T:*:4 m w 144? I (18� ,.... + EEL) -t -- " . ' ' • OD -T2 GAUG S ki PIPE) (i8" W000) (18 •' -3 v a r - - (18" WO( i'.. i III "'' " 1 t � • — � — ASPHALT - j t "F" Street _ "- ASPHALT+ r ASPHALT • 1 g o . o - fit - MIMI .. • " W Ja • . .,„ t _.°1* r 'll ram. 1, rr , I NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL 1 INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL - - VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO I - - IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD I SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. ro p in CD r I A, I w o m w so Now .„ „,,,, —0 . . , , s x *1-- r 'k . W N q r N i M 4 .11 N . . , .. -- (18 w000) - -~ (a $.x,, — '. , (18 w000) - - r (,6' WOOD) r — W000) i • 1 t 01110111001. I * " ASPHALT u u +- ASPN4 & -,-- _ BUILDIIJG AM E as t Street 0 Z :. f W r '.# „ `*' ..; * .• c , W • z r } o �,." ` lie. x ;►� _'.,_ D y Z r o z I-- • — yi � milk_• �� Q .. 1 1 .,I,S1 T eA� J0 o OS6 S2 R. 09-30-05 CITY OF YA K I M A SHEET .♦. Hnibregtse Louman A , ENGINEERING ssociates Inc. G >, r.0' � . . FILE NAMES: 4 • 0) DRAWING: BASE.DWG GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue oYokimo. WA 98902 � , r .. A ` , � _ :.� PHASE 2 / STAGE 2 IMPROVEMENTS of I (509) 966 -7000 *FAX (509) 965- 3800N DESIGNED BY: 1.1 TB o; o � AERIAL PHOTOGRAPHS 19 (saws }.. e. r P REVISION DATE ENTERED BY: KDY 1 __. ., �, I 5t f 1 ♦tR k r 4 W Q) = ! h :i : F Q (n « O [b W W ` . w ,� (A ��!� - 4 4.:. 9 �R 1 r s 4. L W ♦ E ill oft a. P . �' 4: • �, fr ; " �' , � 1 1 y � z a r . 1 _. �i • v 020 443 1 �. 'M ln�TSp) 'f• (,a WOOD) r (la° WOOD) �, —'+-- A SPHALT —1--. n u 1 ` .• 01 r. �� I —�� ASP SA T —� f� :, ; . ` . . s � East F Street 1 • ,. . ,: LA 'l , . • ,.„,..e. L 1p47: a L. Q 1$. f .� - z • r i � W 1 L.Li r: �` - CD I 1 r •r. R' o P . 54, I a A_' t a, v! w 4 • NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL 1 INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO I IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD N SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. Ni J o 20 w so Of i '� • �,♦ •. IR • y,, :. ' l A,: it -;,.... Q - - Q) 1 J y r0 w4' 101 + ; + A! Z I Lu (Ta w000) (1 4" w000) (12' WOOD) � .00) • East "F" Street �ASPHA` I �— ASP HALT --- � -i- ASPH T ---1.-- .....4.00,..„........ - - • - 1• a l. b r ..... ... w ! ,k. O - L i W 1 s d nil T r o - Q ` ` col it, �? .r °off AI► 1 C , I a 1 MATCHLINE SEE SHEET 6 1 T — 108 NUMBER: DATE: CITY O F YA K I M A SHEET r aj Oa05652 09 -30 -05 ♦ �♦ Hptbre tse Lowman Associates, Inc. � � � ,.;. ; \�� ' DRAWING: NAMES: BASE DWG GENERAL 308 IRRIGATION SYSTEM 5 0 4, 9 + ■ CIVIL ENGINEERING • LAND SURVEYING • PLANNING ;y dii 801 North 39th Avenue *Yakima. WA 98902 4 4 PHASE 2 / STAGE 2 IMPROVEMENTS Of I (509) 966 -7000 a FAX (509) 965-3800 /0/0/0( DESIGNED BY: IITB AERIAL PHOTOGRAPHS 19 jamas ii... r. row I REVISION DATE ENTERED BY: KDY 1 - t 777, - a t . i TRUCK i SCALES !i, ' w LL, 1 in' (n woo()) ._ � ` - _______ (12" WOOD) - (,2" wows ?,` il l L C + r • 1 . • ' +' .. it { � . �' i 1 b I (,z woo. cn . 4 , L — Ld Yi i. It . u) • dr Z W ter ► i + 1 ~ � � # +r � 4- Z I J f f t i y , t (� r J 4 ♦ { i i _ ■ - it, , ... 1 7 W # ALA - .411 CZ ai f 2 ♦. f♦ - ---;1 . C) 1 NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL ± INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL I — _ — VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN I ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. 1 0 co 0 20 40 •o fffffffff• � I '4'. 3 ■ w y ^ , .. 1 . i . j ' Ir llk= � I r---• > ► r ' • moti f j , :'- ti _ 1 ie o I C<1 : '.' A.. • LiJ , P.' ' t,,.. ' 0 V 1 Mk 4440 Si I r c . • tr •. °:rr II ' ... ,* 4 UJ , i0, _. .. I ;-4.- ---- -t- - -- _ __J - -f -�__° (' - - - - - - -� ---- I — r -- -- - -- - y' •• - - - r— - -- -- T T - - - - -1 T � 1 1 I .. 1 { I I 4 I J Q III , PI Z A ' i 1 Z t 4t 1'2 it co , ! Is de ,, } ‘ , . 1.1 : , 0 1 1 ' . i 1 i ; ' la I/ Ila E . • .• 4 i I ' I ' 1 ' & t,EL T "UMBER DATE CITY OF YA K I M A SHEET \ 04056S2 09 -30 -05 FILMES .�♦ HAibregtse Lowman Associates, Inc. ?� ,` DRA•nNG "A BASE DWG GENERAL 308 IRRIGATION SYSTEM 6 • CIVIL ENGINEERING • LAND SURVEYING • PLANNING ,• � 801 North 391n Avenue+YOklma. WA 98902 , :. °T PHASE 2 / STAGE 2 IMPROVEMENTS OF — I (509) 966 -7000 a FAX (509) 965 -3800 NAL pin DESIGNED BY 4T6 ; °S REVISION DATE AERIAL PHOTOGRAPHS 19 1•„•,•• }-- a toot' 1 ENTERED BY KDY 1 i t ..1. 1 1- 4111 , � .� '" i • W 1 pp W 1 1 W • 1 r 1 „ � ' O I J illr CO N * 31 Q) � i L. 1 W W TM / a I t ;r, ', W 0 � - * 3 - - - - -�- T l 'k + r - - - T - -p '= - 1 ., - --- - - -- -- --- r--- r - - - - - -- - - - -r— L (z C I) c , (10" W000) DOD, 1 1 r � . ' . .. , 4 . Z t _ W I 3 H , � 4 . Z '-'44 I s ,. J o li 1 _�♦ co 0 20 40 ao 1 1 NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED - IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN I ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. W z♦♦. up I • 0 20 w !0 Si' Ike.: 1 t .- .. ,., 1 1::: 1 "pi . , A iii\ ir"""" ..4,,,,- „.„,.. L L . - 1 .: .., i _ • , .. , .."-- 7,, A ' 1 90 4 . At o a ,. . r:t 4 7. II _:_ -Jr (10 w000) :� - - - -�L (6 " woo0) -- L- 1- 1 - - - - -- .....1 - - - -- --- 1 - ---- - - j - -- ,,,, J' ( ..1 .0 * . 11 ,� w00D I ���� ,^ I. b s ' ^� 'r LL f Y µ * :.. R t d . t L f /.�' a , x' 0 (2) °✓ 600) • too . . ,� }.. - 1 10 . .. .,...,„. , _ i NA, it. t \„,..-- ,___„—.,,,,,o) I -,.. , , .. ,.,.,. , , _ 1. N''' - q a 1 al 1SL T e9 , 0405652 09 -30 -05 JOB NUMBER 10 CITY OF YA K I M A SHEET Hnibregtse, Lonman Associates, Inc. > 4 � , ; '\ , " ♦ ♦ D R AWINGS N BASE.DWC GENERAL 308 IRRIGATION SYSTEM 7 ■ C IVIL ENGINEERING • LAND SURVEYING • PLANNING •• OF I 801 North 39th Avenue4Yokimo, WA 98902 (:'• ►' ° r r. PHASE 2 / STAGE 2 IMPROVEMENTS (509) 966 -7000 o FAX (509) 965 -3800 it rNAL ,�( DESIGNED BY: 1178 � i "- ENTERED BY: KDY AERIAL PHOTOGRAPHS Fumes }.. a. r REVISIO DATE ' Euper ' L______'-_ _ _ __-______� & L___ __ __ __ __ / | � / � | _, w 7O2N. 6th /ve. | ' — __ ' ��� ,� 1 ' ^ m ASPHALT w.:4 E ' _» / / / . �~ / � ^ __,. 4 , BUILDI NG � �� 028N 5th y ° / � ( - �� �� ir, ' �� `-' ' -- w `° ''/ �� ASPHALT � z € 0 iii ,,.. „, " 1 ,-ve nue � , � , ar^p = ' ii ( C 30 A/C a u 15 � WIL ' g 16" HDPE IRRIGATION MAIN , E ., ''.4. ___ __ _ _ CO I ` ASPHALT `~~~ HOUSE --' -1-• -�� p|| �oc*//um �ux �� - m �� � / LAWN, 1 / a ` r-----7 . ~ GARAGE 626 N 5th Ave. �0�` / LC) |NSER�O T OF NEW / . L. um� U »m � | ��� »/ /w / � 1 /� ---'''--''''-' ��~ � ASPHALT ' ~ a PIPING. ACTUAL LOCATIONS HOUSE • S12N. 6th /�e. / �- ^ ' / ~*�~ 8�5N. 0thAve. u� ° � W�8� G i||on d / ~ / w / 825N' 5th /4^e' SHALL BE PROPOSED BY THE / x / ~~ �� ~ � ' �*�~ � Ya�m8choo|Diod� � �� Lemon ASPHALT � Fedmno|Nationo| CONTRACTOR AND APPROVED | � /��\��� � �� � '~ � Mortgage Assoc. BY THE ENGINEER PRIOR TO . | | c��'�i�N / � / _L 0 � CONC � CONSTRUCTION. | ' / �~ � -------�------'-- _- ___� �� �_-_ --_--'-------- ---� ^ �� / n |�_____ _� /��� IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM /��� REMOVE SECTION OF EXISTING 1O'' STEEL PIPE AS REQUIRED FOR INSTALLATION OF NEW 1O'' HDPE ���/ . `��/ THE ACTUAL FIELD LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, PIPE AND INSTALL NEW 15 HDPE 90` ELBOW AND 1.5 C.Y. CONCRETE BLOCKING. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. go INSTALL NEW 16" HDPE SO^ ELBOW AND 1.5 C.Y. CONCRETE BLOCKING. CD PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR uN�� INSTALL NEW 16" HDPE 22.5^ ELBOW AND 0.5 C.Y. CONCRETE BLOCKING. � TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. -�- ��� OPEN CUT AND INSTALL APPROX. 290 L.F. NEW 16" HDPE PIPE. /��� SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND �m�' � � � `��/ . .` " MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR A��\ REMOVE SECTION OF EXISTING 18 PIPE AS REQUIRED FOR INSTALLATION OF NEW 16" HDPE PIPE, REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES ACTIVITIES. FR0W THE CONTRACTOR'S ACTIVITIES. ��� VALVES AND FITTINGS. INSTALL 2 EA. 6" FUSED CONNECTION ON NEW 16" HDPE P|pE, 2 EA. 6" R.S. /��� THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES • AT ALL TIMES. �ATE VALVES AND VALVE BOXES. `��/ � REMOVE SECTION OF EXISTING 18 STL PIPE AS REQUIRED FOR INSTALLATION OF NEW 16" HDPE PIPE. CONNECT 40 REMOVE EXISTING MAIN LINE VALVE. 0 NEW 16" HDPE PIPE TO EXISTING 20" VALVE WITH FITTINGS AS REQUIRED. al OPEN CUT AND INSTALL NEW 6" HDPE PIPE TO NEW VALVE AT MAIN. CONNECT TO NEW AND CD /��� ��, SERVICE EXISTING PIPING WITH FITTINGS AS REQUIRED INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE L0CATION, OR AS OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. 1 | ��� � ,ww | �mw REMOVE EXISTING CONCRETE PANEL (APPROX. 12' x 23.5'), EXCAVATE AND REMOVE APPROX. 10 L.F. r��� w " ~ m | EXISTING IRRIGATION PIPE. LUG PIPE ENDS AND ABANDON REMAINING PIPE IN PLACE. BACKFILL AND • 18" PIPES WITH APPROX. 650 L.F. OF NEW 16" HDPE PIPE. UP COMP.ACT TO 95% MAX. DENSITY DETERMINED BY ASTM D 698. CONSTRUCT «��� FROM EAST SIDE OF N. 6th AVE. ",� TO N. 4th AVE.",� SLIPLINE �^'�'`" NEW 6" THICK PANEL 12' - - w • WIDE x 23.5' LONG. MATCH EXISTING ELEVATIONS. • /�� ~ � � � \��/ INSTALL 2 EA. 6" FUSED ^"=`�^''`°` ON NEW '" HDPE. INSTALL 2 `. EA. '6" R.S. GATE VALVES, VALVE BOXES AND CONNECT TO EXISTING CB '' / � ASPHALT N w � • 6" WOOD STAVE PIPES WITH FITTINGS AS REQUIRED. : WV �D � � / / ^ t L. . :; . H " = 40 id | 2 id � � - `°=. � m V) Valencia GRAVEL � � vo8 Poo�r/�e. � \�|�/��� | ., | _��] �� ' ' -``� LAWN . ! GARAGE 'x»m,� u «^,WA��7 . „ wo90 FENCE] NEW 16" HDPE IRRIGATI WOOD ��s � ~ �~~ NEW ^ • * (~= ���� mu � �� �� '' Poplar Street 0 � BUILDING �r w�~ . ��^�� 6�N.�'�. 1 / ` � o �8N 4th � x .� �u GRAVEL ~ U m� —r • � W. — N. Ave. ' � TO - � < � ~�- n�m� ^ '"°^" Federal National Mortgage �o' � � Montes � - y �x_ 1 ________ __ - � _ __ __ ci '� o^xGRAVEL __] _ _*��� 1.41 - - -1 �� � � ] � | - ---- | � � O23 N. 4th 0QN� 824 N. 3rd Ave. � / _�' 1 / Ave. � ~wmw~ �m� | N �N� NodhvventCenter t m __ __ • ~ t _-__ __ __ _________ __ | Flores | � fnrthe�e�nded � . | 1 / |� BUILDING � u � JOB �� z � �U~���"�~���v�,���pU���� »�c T -� 04056S2 09-30-05 � � m�D»������ ° K��0��� ����������° NAMES: CITY K «�»�- U �-�K`�UU'�U�� 8 --- = - - - Inc. - � DRAWING: o4�sx GENERAL 308 IRRIGATION SYSTEM CIVIL ENGINEERING '��wo SURVEYING 'pmww/wo 04056S2. DWG • 801 w �^ 39th �� ~mm WA vvo� C PHASE 2 / STAGE 2 IMPROVEMENTS »r " =" �". (509) sov-moo^mx (000) oou-n000 DESIGNED BY: MB 19 `~' PLAN SHEET |=°=" �~ � �- � / ^~ REVISION DATE BY: KDY • Gutirrez 1 Phi s 1 Roche Fruit Co. 1 S t Roche Fruit Co. N 1 pp 1 i N. 3rd Ave. /Poplar St. i 3 612 N. 1st Ave. w E co 303 Poplar St. ,301 Poplar St. 1 , 1 • - l — — I �I BUILDING ¢v BUI LDING LLJ w -- x x x x �'4 CB W xn - _ - - -- - - - - — - - s ( CONC. SIDEWALK " c-}- N 3 CB ASPHALT CONC ASPHALT ASPHALT 0 ASPHALT WM GRAVEL 10 20 40 I w a LAWN 1 p p PM ,C : 1 \ n WM �+ ASPHALT � : � N Q Poplar Street 8 p a ' 1 w w w —w w w w w w w w m-- w w w ASPHALT w w w w w w w I w w w w w -r ASPHALT w w w w w w I w w w _ w WVS a - — 0 .R�+ +�+1 II R+i+-l+fa+I — H �++�HRi FFiHili�AR�4FlH B Ri+i# =H -!1+M4 t om*.++ . 4 0� dRaHEN 1 " ,�RRt }}i{}�RR lH�}�RR�+1 11 11 1 Ham} 1 *P -H� DENOTES PROPOSED ACCESS ASPHALT D I w NEW 16" HDPE IRRIGATION MAIN \ , " p PATCH PIT LOCATION FOR i \ �� CO // o © — INSERTION /RECEIPT OF NEW x .. x CHAINLINK FENCE II // w GRAVEL I CB C B GRAVEL ® o w GRAVEL — PIPING. ACTUAL LOCATIONS LA- - - - - — — 1 3 — — _ _ _ _ 2M____ _ _ � „ 0 o® _ _ _ _ _ _ _ _ _ _ — — _ SHALL BE PROPOSED BY THE 0 BUILDING I — 7 J CONTRACTOR AND APPROVED = 624 N 3rd Ave. Z = 0 I 6 13 N. 3rd A ve . CONCRETE Qp 114 Popl St. BY THE ENGINEER PRIOR TO i Poplar St. /N. 2nd Ave. 1 CONSTRUCTION. Northwest Center 1 i Washington Fruit & Co. i i Co. Roche rui a m for the Ret9rded 1 j Roche Fruit Co i Rh Fruit Co. I I \\ " 3 55/ \ Roche Fruit Co. CA'' l,G e0\50G • Roche Fruit Co. \ ss 601 N. 1st St. 1/4.2 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 612 N. 1st Ave. � PNj E - CITY RECORDS, AND MAY VARY FROM THE ACTUAL HELD LOCATION. THE \ P .CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, \ \ \ \ AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF o x - x - x — x - - - - - - \ IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. co ASPHALT GRAVEL GRAVEL " \ fig' C ' a _.- w \ w - CONCRETE w EX , \,, N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY „..Y (/) ASPHALT w� THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, w w w w w w $ w w \ BRASS "� -�. PvS. ' \. ,ist Ave. /Poplar St. 0 UNLESS OTHERWISE DIRECTED BY THE ENGINEER. _ _ � t rat eet _ _ _1 FOUND E \ /” ( Roche Fruit Co. +fl llfHalRPIE++ FFf H-BRAS+ +�+}ff+E H-I& RBI -H-fa+tlHi++iRRii+=+Fl+1l++iRk '''''''.4 LOADING DOCK ' " ., - . \.. \ N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN NEW 16 HDPE IRRIGATION MAIN (18" WOOD) _` -- \ \ CONCRETE .... FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. 4 \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR 2 \ v REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES - - - - GRAVEL - - - GO - . ® F \ -\ � FROM THE CONTRACTOR'S ACTIVITIES, ASPHALT G° N w Poplar St. /N. 2nd Ave. 609 N. 1st Ave. �� \ w N . 1st Ave N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND -1- i -pt \ \ Roche Fruit Co. BUSINESSES AT ALL TIMES. Roche Fruit Co. Roche Fruit Co o \ a ; ■ \ so N5 FROM A 210 L.F. EAST OF N. 4th AVENUE TO N. 1st AVENUE, SLIPLINE . z 1 � S (D \\ \ © EXISTING 18" PIPES WITH APPROX. 780 L.F. OF NEW 16" HDPE PIPE. :3 N6 O F o \ i - \� " ; \\ .v0 N6 REMOVE SECTION OF EXISTING 18" WOOD STAVE PIPE AS REQUIRED FOR i "` 10, e� & o- INSTALLATION OF NEW 16" HDPE PIPE. CONNECT TO EXISTING 18" PIPE WITH �\ &� FITTINGS AS REQUIRED. • 9- \ \ PsPN g \ N7 INSTALL NEW 16" R.S. GATE VALVE AND VALVE BOX. 7- 4A * rlIlglliA IV)9 A c0 14141111411 \ \ \\ . ' L T, A JOB NUMBER: DATE: Hnibregtse, Lohman Associates, Inc. P ° ,� : '. o4�56S2 09 -30 -05 C 1 TY O F YAK I MA SHEET FILE NAMES: CIVIL ENGINEERING • LAND SURVEYING • PLANNING ' 4 DRAWING: 04056S2.DWG GENERAL 308 IRRIGATION SYSTEM 801 North 39th AvenueC•Yakima, WA 98902 4 4,7:I _ PHASE 2 / STAGE 2 IMPROVEMENTS OF (509) 966 - 7000 +• FAX (509) 965 -3800 ONAL 0 j 6 / DESIGNED BY: MTB PLAN SHEET 19 (EXPIRES p.. e, tok 1 - REVISION DATE ENTERED BY: KDY I GRAVE L10I ' o�'� 1 o N L I N5 1 Blumhagen 1 =31 Kennard 1 i 601 Esquires o w 1 .I-.� 1 5 r I � N 602 N. 1 st St. 1601 N. 1 st St. • Street Y . \fi. ; Y ` CONC CONC. S/W L �i Y� „ ',NY C • S � ` :i t, 0 10 20 40 1 +-' E I DIRT • �• 'AVEL > . y. ' ` _' � . -1 CB I E 1 ��//�� .CONCRETE v! ASPHALT " SIGN t _ • i Pia ss s�c . _ - -µms - � Ws ,_;.•. =•„s— _ F + .++wa ++f�+� T i — �+� 4 „7, +�µ.. P �^s'� ; . i NEW 16 H 1 1 t. N MA IN (18” STL) �� (i8 j ;ii. �EW�16" HDPE IRRIGATION IA ?K•-, F (�s" STL) .,_, O • os" STL) I a,� I - ... . e ;,. " A g '\ 1 ASPHALT " o DENOTES PROPOSED ACCESS �na� Q ASPHALT . . ., f ��� ASPHALT -�— — ° -- - 11 - - PIT LOCATION FOR GRAVEL o £ "F" •- v � � w w w w 8" " w w WV a E. F St. INSERTION /RECEIPT OF NEW V 8" WATER 8 8" PIPING. ACTUAL LOCATIONS �' w w w w w w w w w w " w v East „ F w w w w w w w w w w - • E 1 E j e 1 WV e V wv w I 1 CB SHALL BE PROPOSED BY THE �, 1 W a \ \\ SPHA�Y� \ A i P � \ �� ; CONTRACTOR AND APPROVED C a ` \ ® BY THE ENGINEER PRIOR TO >2 o 2 1 0 U P' TE' 4 CB Z GRAVEL /DIR i. _ ®_ FH ASPHALT CONSTRUCTION. C „ O C ! � o r I CONC. S/W �” Q - CONC. S/W _ - — 1 2 rn� 1 `- 513 N. Front St. ASPHALT )® Z 516 N. 1st St. f 5 11 N 1st St •S 1 1L — ° 1 m 1 1 1 Edwards Gra Q y 5 11 Land ,_(-2 1 1 Ventures, mp • !U- I I 1 1 v1 1 • 1 BUILDING;' 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY 0 INSTALL NEW 16" R.S. GATE VALVE AND VALVE BOX. FROM THE ACTUAL FIELD LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR 0 FROM EAST OF N. FRONT STREET, TO 2nd /3rd STREET ALLEY, SLIPLINE EXISTING 18" PIPES MATERIAL DIFFERS FROM THAT SHOWN. WITH APPROXIMATELY 955 L.F. OF NEW 16" HDPE PIPE. 0 PROVIDE SURFACING- REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR 0 OPEN CUT AND INSTALL 1 EA. 6" FUSED CONNECTION ON NEW 16" HDPE PIPE, 6" R.S. GATE TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. VALVE, VALVE BOX, AND APPROXIMATELY 25 L.F. 6" HDPE PIPE. REMOVE EXISTING VALVE AND 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND CONNECT TO EXISTING PIPING WITH FITTINGS AS REQUIRED. MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR 0 INSTALL 2 EA. 6" FUSED CONNECTION ON NEW 16" HDPE PIPE, 2 EA. 6" R.S. GATE VALVES REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. AND VALVE BOXES. 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. N10 OPEN CUT AND REMOVE EXISTING LINE VALVE AND INSTALL NEW 6" HDPE PIPE BY TRENCHING TO NEW VALVE AT MAIN. CONNECT TO EXISTING PIPING WITH FITTINGS AS REQUIRED. 0 THE CONTRACTOR SHALL LOCATE THE 6'± LONG PVC REPAIR SECTION AND REMOVE SECTION OF EXISTING STEEL PIPE AS REQUIRED FOR INSTALLATION OF NEW 16" HDPE PIPE. CONNECT TO EXISTING 18" STEEL PIPE WITH ® INSTALL NEW 16" x 14" HDPE REDUCER EAST OF FUSED CONNECTIONS. FITTINGS AS REQUIRED. . . 1 1 1 1 01 1 1 1 1 • 0 601 Esqu ;SPI � 1 Yearout Trustee I Warnock t ® GRA W • M 601 N. 1 st. St. uP 602 N. 2nd S 601 N. 2nd S - - - - W GARAGE n. -P-+ y \ �,._ - - D_ N W N W M CONC. S/W CONC. S/w s,. s/ , f I. 'f� r �''= '; ; , �'1 N ��� ' � i r° cork. S/W ��� _ w CONCRETE CONC. J ' LAWN �._ , LAWN ��r'l // CB vJ 1 :111 111 ` � J�,�IV N s �._ �_• 1 `.. �® - EHi#i�lH� k#!H- �#i�-FX D 10 2D 40 + +IS}li1 -13 ♦•+F�++il+I01+F�+1tP +�+ P : „" - 1M*. -1-X E "': :"t,' 1 -1. ' "` "' .+I -•+ +'M' µ_II__y"_+ -1+ �`�. ' � � ' (i8 " " uVb'OD) NEW 1 D E IRRIGATION MAIN � lr' • �� (�8 wooD > . y NEW 16" HDPE IRF21G<Ti[J } :a (is" wooD) v�� 1 � � 1 - - - - f ASPHA � � - ASPHALT - - - - - - _ - - - N WV ° East "F" Street ° • t $,. w w w w w 8" w w w w 8 " w w w- I —w- —w w w w w 8" wV w w w w w w w w w w- s 3 .C13 e ° CB am /7— wv A 11 't GRAVEL /DIRT \ o E GRAVEL /DIRT g` :4 s Z io LAWN _ • B UILD ING ". I -- - -- �WM -- - - -- -- -- -- " 1— w Z 511 N. 1st St. o� . R �� W - >, 516 N. 2nd St. 206 E. F St. g z J U 5 Land 0 o de Leon 1 Fisher Q a2 5 Ventures, LLC 1 Q � ' 1 1 I ASPHALT 11 J I �I I I I I 1 Iz L T. g, JOB NUMBER: DATE: SHEET �G �Po W 1 , 0405652 09 -30 -05 CITY OF YA K I M A ' Huibregtse, Louman Associates, Inc. w . � ' DRAWING NA 040 : 5652.DWG GENERAL 308 IRRIGATION SYSTEM 10 • CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue ;Yakima, WA 98902 • r '�' PHASE 2 / STAGE 2 IMPROVEMENTS OF %P - (509) 966 -7000 1r.' % .P. (509) 965 -3800 TON AL G °fry of DESIGNED BY: MTB PLAN SHEET 19 EXPIRES • 6, 200 J REVISION DATE ENTERED BY: KDY >1 o _ 0 Krook I Riebe —.01 Li/4k - 604 N. 3rd St. 601 N. 3rd St. , Q A = 1 ~— _ – _ _ – – – – – – – – – - - - – -,- ,f-Yv , :�, 3 N CONC. S/W LAWN M ® LAWN /DIRT �. \ •J�L �<> t m S w CON C. I LAWN CONC. LAWN CBJ L I € -. `� }c "� u . � 0 ` W 0 10 20 40 I. iF+t�RRf+}�ia•!{}� +t�RR R+ +ra+4- —fl �+r. +r�+�� ++tee R +++.+ uE++ M++i-µ�- H-��roa++�++ �+��Raa FE 1 +i-r (16" - ' � � Cit o f Y a ki ma " W000) NEW 14" HDPE IRRIGATION MAIN (1 s WOOD / ' � W NEW 14' HDPE IRRIGATION MAIN . t .mo _ 602 N. 4th St I A 0 - - - - • - - - ASPHALT - I w ASPHALT � - - - - - - - - CO — - " - z DENOTES PROPOSED ACCESS lo WV o n n Street ASPHALT • ` � . 3 BUILDING 1 PIT LOCATION FOR $• East w - ' a F Stre w W w W W W W W W W w w w w w w� I . w w w w w w B " '' w w w w >p INSERTION /RECEIPT OF NEW 0 wv -�� %/ o PIPING. ACTUAL LOCATIONS 1 p p v SHALL BE PROPOSED BY THE ::wM LAWN CB - f $..„, Z CONC S/W COI SIGN LAWN ®�' � D — — – – – – – – – – 1 – – – – – – – – – – Ivs „IV — - :: �: :) BY ONSTRUCTGON.ER PRIOR TO = I _ ,—J CONCRETE 0 0 212 E. F St. 502 N. 4th St. LAWN _ a M Yakima Family YMCA City of Yakima N �� ASPHALT `, / 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 0 FROM 2nd /3rd STREET ALLEY TO 3rd /4th STREET ALLEY, SLIPLINE 0 FROM WEST OF N. 4th STREET TO N. NACHES AVENUE, CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. THE EXISTING 16" PIPES WITH APPROXIMATELY 400 L.F, OF NEW 14" HDPE PIPE. SLIPLINE EXISTING 16" PIPES WITH APPROXIMATELY 475 CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, L.F. OF NEW 14" HDPE PIPE. • AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF N6 REMOVE SECTION OF EXISTING WOOD STAVE PIPE AS REQUIRED FOR IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. INSTALLATION OF 14" HDPE PIPE. INSTALL NEW 14" HDPE 90' ELBOW, 16" INSTALL 2 EA. 6" FUSED CONNECTION ON NEW 14" HDPE N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY x 14" HDPE REDUCER, AND CONNECT TO EXISTING PIPING WITH FITTINGS PIPE, 2 EA. 6" R.S. GATE VALVES AND VALVE BOXES. THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, AS REQUIRED. INSTALL 1.0 C.Y. CONCRETE BLOCKING. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. OPEN CUT AND REMOVE EXISTING LINE VALVE, AND N7 OPEN CUT AND INSTALL 1 EA. 6" FUSED CONNECTION ON NEW 14" HDPE INSTALL NEW 6" HDPE PIPE TO NEW VALVE AT MAIN. 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN PIPE, 6" R.S. GATE VALVE, VALVE BOX, AND APPROXIMATELY 25 L.F. 6" CONNECT TO EXISTING PIPING WITH FITTINGS AS REQUIRED. FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. HDPE PIPE. REMOVE EXISTING VALVE AND CONNECT TO EXISTING PIPING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR WITH FITTINGS AS REQUIRED. ® INSTALL NEW 14" x 12" HDPE REDUCER. REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES Ng THE CONTRACTOR SHALL LOCATE THE 16" D.I. TO 16" WOOD TRANSITION FROM THE CONTRACTOR'S ACTIVITIES. AND REMOVE SECTION OF WOOD STAVE PIPE AS REQUIRED FOR N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND INSTALLATION OF NEW 14" HDPE PIPE. CONNECT TO EXISTING 16" D.I. PIPE BUSINESSES AT ALL TIMES. WITH FITTINGS AS REQUIRED. INSTALL NEW 14" R.S. GATE VALVE AND • VALVE BOX. w 1 I 1 1 Y 0 O GRAVEL�o J • ® 1 N m 1 1 Rivera o z� Dunlap W > I � . N8 60 1 N. 4th St. - �LJ 602 N Naches Ave ) O o ■ w W y ' " W �, s • -_ -- ® z `� ff CONC. S/W MANHOLE D0a UP • NOT • •PEAR oN 0 �ONC. ' = o ' w S �� ASPHALT 1 f UTILIT MAPS " LIGHT N m �t • I , ..- \ N o to 20 40 u LAWN GRAVE` " LAWN CB LAWN I —•— M . WOo __. _._ ___ .. ... ... : . ..r�•r — .. l µt61= ih !}}�4ft�iFli+11•# #lfi�RREIi.�'Mt FFlR' - r .... D) . MR I �Iw- � .r— Rar�vn� ne cis, :I?'i';';i? (16" WOOD) NEW 14" HDPE IRRIGATION MAIN NEW 14" HDPE IRRIGATION MAIN (16 WOOD) = A NEW 12" HDPE y Q' � I I I F ASPHALT f y I iI It n I ASPHALT I/1 � East . F Street , "� I 1 W V 1 W w w w w w w w w w w w w w w w w w w „ w� w W w • i O : wv / 1 ` :: Z w -- YF i P y �j ✓ % GRAVEL /DIRT I ® DIRT N I £ -- -- -- -- -- -- -- -- -- z . Gi.NC. S/ o +� ® (> ANCHOR z E Ao w i I E N. 4th St. /E. F St. �� ASPHALT 509 N. 4th St. z z _ 7 ' ., Mor ning Star Church o Q i Li : `) 1 , ' I 1 QI 0n I Mornin S tar Church 1 I p 1 m 1 1 1 IE 1 › • 1 1 1 v 1 • T. g, JOB NUMBER: DATE: CITY O F YA K I M A SHEET , ,:a. ; ` 0405652 09 -30 -05 Huibregtse, Lonman Associates, Inc. ,> MM FILE NAMES: r % DRAWING: 04056S2.DWG 11 • GENERAL 308 IRRIGATION SYSTEM CIVIL ENGINEERING • LAND SURVEYING • PLANNING /� i 801 North 39th Avenue *Yakima, WA 98902 WYE• 0 PHASE 2 / STAGE 2 IMPROVEMENTS OF (509) 966-7000 + FAX (509) 965 -3800 ONAL ' 0/ o5 DESIGNED BY: MTB 19 1 EXPIRES y:.... e, eoo 1 - REVISION DATE ENTERED BY: KDY PLAN SHEET • 1 I 1 1 1 1 • 1— Sh ultz A 0 GARAGE Ratts Hernandez 1 Roberson o w ■ = 6 0 1 N. Naches Ave. BU ILDING RAVEL n 509 E. F St. 602 N. 6th St. 601 N. 6th St. w c U) - - _ _ _ w CONC. S/W UP GRAV 1 UP LAWN w w ci N ® 1 LAWN GRAVEL N ® 1 LAWN ® CON CB : y N I CB LAWN 2 � • pISIGN 1 _ ' GRAVEL / / vJ4 � k� *+4aR' I RI- i3- -H- RI 10- S ' • . N Fli+i1HH1♦•J1 R - RI -!11 II •11 11 R1 1 �tl .1-1 1 fl R1 i4IS +Iflf�l RiM�11 +I. iti* J1 i Fl-F+ 1+ 4billYY Lfl ii' (14' WOOD) E ;. (14' WOOD) NEW 12" HDPE IRRIGATION MAIN 1� ASPHALT i- f. N ( up ASPHALT C.) - - - - - - - - - - - - DENOTES PROPOSED ACCESS ' ; . i East "F" Street $,. N . -. .c- o 8 „ PIT LOCATION FOR w w w w w w w w w w w - w w w w w w w w w w w w w w w w w w w w w- INSERTION /RECEIPT OF NEW p c e 1 w (� O' PIPING. ACTUAL LOCATIONS LAWN GRAVEL = Z .. SHALL BE PROPOSED BY THE 1 CB I. LAWN CONTRACTOR AND APPROVED ASP -IALT BY THE ENGINEER PRIOR TO -- -- -- -- -- w z — — — — — — — — — — — — w CONSTRUCTION. z 515 N. Naches Ave. 8 516 N. 6th St. 515 N. 6th St. Central Washington Ramos 1 1 Rodriguez a 1 Comprehensive Mental Health N � ' a 1 1 I a I I I I I 0 N 1_ CITY REC MAY ACTUAL FIELD LOCATION. EXISTING N5 Ng FROM N. NACHES AVENUE TO WEST SIDE N. 7th STREET, SLIPLINE EXISTING WOOD PIPE PENETRATES CONCRETE CANAL STRUCTURE. CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, EXISTING 14" PIPES WITH APPROXIMATELY 790 L.F. OF NEW 12" REMOVE EXISTING WOOD PIPE AND REPAIR REMAINING HOLES IN AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF HDPE PIPE. CONCRETE. INSTALL NEW 16" D.I. CASING PIPE AND NEW 12" IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. HDPE PIPE BENEATH CONCRETE PIPE. SEE DETAILS ON SHEET 19. 0 FROM WEST SIDE N. 7th STREET TO 7th /8th STREET ALLEY, • 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY SLIPLINE EXISTING 14" PIPES WITH APPROXIMATELY 240 L.F. OF ®i OPEN CUT AND INSTALL 1 EA. 3" FUSED CONNECTION ON NEW THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, NEW 12" HDPE PIPE. 12" HDPE PIPE, 3" R.S. GATE VALVE, VALVE BOX, AND UNLESS OTHERWISE DIRECTED BY THE ENGINEER. APPROXIMATELY 30 L.F. 3" HDPE PIPE. REMOVE EXISTING VALVE N7 OPEN CUT AND INSTALL 1 EA. 6" FUSED CONNECTION ON NEW AND CONNECT TO EXISTING PIPING WITH FITTINGS A S REQUIRED. 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN 12" HDPE PIPE, 6" R.S. GATE VALVE, VALVE BOX, AND FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. APPROXIMATELY 30 L.F. 6" HDPE PIPE. REMOVE EXISTING VALVE ® INSTALL NEW 12" x 10" HDPE REDUCER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR AND CONNECT TO EXISTING PIPING WITH FITTINGS AS REQUIRED. REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES ® INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE FROM THE CONTRACTOR'S ACTIVITIES. Ng OPEN CUT AND INSTALL 1 EA. 8" FUSED CONNECTION ON NEW LOCATION, OR AS DIRECTED BY THE ENGINEER. CONNECT TO 12" HDPE PIPE, 8" R.S. GATE VALVE, VALVE BOX, AND EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. SEE 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND APPROXIMATELY 55 L.F. 8" HDPE PIPE. REMOVE EXISTING VALVE DETAILS. BUSINESSES AT ALL TIMES. AND CONNECT TO EXISTING PIPING WITH FITTINGS AS REQUIRED. 1 —1 1 1 t o o f 33. Dunn 1 Ozuna Galindo to m 3R • VE � 602 N. 7th St. M 0 601 N . 7th St iv 602 N. 8th St. W - - - - CONCRETE CHAINLINK, FENCE <' w LI! - - - - ® 0 • CONC S /WI Cl) 1 VC S/W - - - - - - - - X UP N UP - - - N W w j D IRT ® LAWN LAWN CONC. CB i vJ 03 S .. - - .R— ..— ,._,.— •— ,.. —..�R / Wei • -- ��: >gi < >;;.: =:��:o R ... -- ��.. -' . . —.�. . ...-�. � -.. R +�+IR�Mi+F�I. "•`-- "!r- �. ` ..�- .. -_.. 04" WOOD) .. NEW 12" HDPE IRRIGATION MA 1 E R _.. R 36" CONC. IRR NEW 12" H IRRIGATION M AIN (14" MOD) y ° " ` NEW HDPE 10 " 72" WOOD) '� j OLD UNI �' -� i „, � (E-) _ ASPHALT _ - DITCH COMPANY _ - _ . 8 W WV East " F" Street m - W w - ____, w w w w w w w •w w w •r m o • P . • C \\ � E B LAWN LAWN DIRT UP GR ■ V -' DIRT CONCRETC ( CD i ili CONC. S/W 1 NC. S/W G- IV - - - - - - - - - - - - - - - - - - - - - • • Z Li- 1 >, � - 516 N. 7th St. wvFH 1 515 N. 7th St. >, ® 8 5 = . F St. /N. 8th St. 0 1 N 31 T orres 1 1 1 Roberts 1 _� ? 1 Calcoe Federal v IQ I ICI I I 1 IQ I � I Credit Uni Q • JOB NUMBER: D30- CITY O F YAK I MA � o -�n � � • : 04056S2 09 -30 -05 SHEET 44, Hulbregtse, Lowman Associates, Inc. a FILE NAMES: . 12 CIVIL E8NNGINQEERING Avenue D¢ SURVEYING WG y • 90 PLANNING j� 348 DRAWING: 04056S2.DWC GENERAL 308 IRRIGATION SYSTEM of �, �w,:. PHASE 2 / STAGE 2 IMPROVEMENTS (509) 966 -7000 o FAX (509) 965 -3800 TONAL 0 EXPIRES / REVISION DATE DESIGNED BY: MTB 1 9 I Y°^ 6 . 2001 /�� ' ENTERED BY: KDY PLAN SHEET Leelynn, Inc., & D ^ cv Galindo • I Wiley Mountain, Inc. > w W 602 N. 8th St. \ N. 8th St. /E. F St Zlo 1 LT) -- -- -- N LAWN -t--i -- -- -- -- -- -- Li z S LAWN o .B ^ I L CB ::: ® LAWN 1ASPHALT m O N6 o 10. 20 40 1 ;; W =� x x x x x x ON x G• TE _A' i#IX I�M - H1 -a-l- -H✓•j1 11 -�R1�H ih� /o ' , • , GR R E �L!`11!.!••�A. 0 NEW 10" HDPE IRRIGATION MAIN (12' WO OD) N EW 10" DPE' I ASPHALT = ASPHALT in • DENOTES PROPOSED ACCESS „ � East "F" Street N v PIT L OCATION FOR INSERTION /RECEIPT OF NEW - \ - N UP I c6� • a ® PIPING. ACTUAL LOC / CONCRETE o FH m SHALL BE PROPOSED BY THE LAWN Z ®CB LAWN CONTRACTOR AND APPROVED CB C ' . UP ASPHALT I E o BY THE ENGINEER PRIOR TO z LAWN I { x x x - z _ x x z x - x 11. x • _ _ _ _ _ _ I �FH - - CONSTRUCTION. w E. F St. /N. 8th St. I wv ® RP 11 '.b!` > Calcoe Federal I Leelynn, Inc., & F Credit Union I Wiley Mountain, Inc. D › < N. 8th St. /E. E St. , —ss N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM 1\19 INSTALL NEW SERVICE CONNECTION AT EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. THE RESIDENCES AND BUSINESSES AT ALL TIMES. SERVICE LOCATION, OR AS OTHERWISE DIRECTED BY CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, THE ENGINEER. INSTALL MIN. 10 L.F. SERVICE LATERAL AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 0 FROM 7th /8th STREET ALLEY TO END OF EAST "F" STREET, AND ONE (1) SERVICE VALVE WITH VALVE BOX. IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. SLIPLINE EXISTING 12" PIPES WITH APPROXIMATELY 400 L.F. OF NEW 10" HDPE PIPE. • (el REMOVE EXISTING VALVE. PLUG AND ABANDON 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY EXISTING 3" IRRIGATION PIPE TO NORTH. THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, 0 INSTALL NEW 10" HDPE 90° ELBOW, 10" R.S. GATE "VALVE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. AND VALVE BOX, AND 1.0 C.Y. CONCRETE BLOCKING. ® EXISTING SERVICE LINE TO BE ABANDONED. REMOVE EXISTING SHUT -OFF VALVE AND CAP EXISTING SERVICE N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN N7 REMOVE EXISTING 12" MAINLINE VALVE. LINE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR N8 FROM END OF EAST "F" STREET TO NORTH SIDE OF EAST "D" 0 INSTALL NEW AIR /VACUUM RELIEF VALVE ASSEMBLY REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES STREET, SLIPLINE EXISTING 12" PIPES WITH APPROXIMATELY INCLUDING TAP, PIPE, VALVES, FITTINGS, MANHOLE, FROM THE CONTRACTOR'S ACTIVITIES. POST, AND APPURTENANCES FOR A COMPLETE 935 L.F. OF NEW 10" HDPE PIPE. INSTALLATION, PER DETAIL ON SHEET 18. VERIFY FINAL LOCATION WITH CITY PRIOR TO INSTALLATION. N6 O w = V) BUILDING Leelynn, Inc., & w J � _ 4110 \ to v, ® Wiley Mountain, Inc. 0 Q I. GRAVEL _ w BUILDING � E. E St. /N. 8th St. ASPHALT C1_ ` ® e = ASPHALT. GRAVEL - -- 3 WOOD a tb 0- e—= - -- -- - -- _ U o 10 20 ao (ABANDONED) (3" • iKi .. � . � NEW O � _IR�GA I ki �I ___ __ __ Hi____ _____ HiHlH�R - R - _ fl41lH�iflHiK>•fl#�M�44.1..l* .• R . c5 r 12 " WOOD 12 WOOD (12" WOOD > ) ( ) SS MH ( WOOD) . 6" SEWER • r$m 55 ss ss Ss ss ® 5s - SEWER ss ss ss .- J -- . s Ss s s 0 SEWER ss ss ss ss ss ss— x ° w ii�011 — -0-UP x x z- x 0 UP • _1 j Q W -a 0 1_ GATE x I x x = _ > i UP J = �- • a 0 a = Q ®' I GRAVEL io ° g I ° U I I A SPHALT PARKING AREA j N o° I T \c) �O I a — I w z „ I ® N. 8th St. /E. E St. 1 z ' Leelynn, Inc., & 0 Wiley Mountain, Inc. • ATE: ti G`t Po w > r ' J 0 4056S BER: 09 D30 -05 CITY OF YA K I M A SHEET 2 Hnibregtse, Lohman Associates, Inc. `v �' :`; . , FILE NAMES: 13 • CIVIL ENGINEERING •LAND SURVEYING •PLANNING �J/ DRAWING: 04056S2.DWG GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue • %Yakima, WA 98902 ff #,4� • PHASE 2 / STAGE 2 IMPROVEMENTS OF (509) 966 -7000.0 FAX (509) 965 -3800 %NAL0 efir) 3/9< DESIGNED BY: MTB PLAN SHEET 19 ENTERED BY: KDY I EXPIRES )6.. 6, 2006 I REVISION DATE � VBC East Ridge Housing I N6 1 2 r- ASPHALT Limited Partnership 1 N ® N g 811 E . D St 1 O V ASPHALT \ I Ng ASPHALT r > i- • y GRAVEL - I ® GRAVEL 1 U o 3 0 10 20 40 w GATE AN HOR -x�� I UP UP ANCHOR _-¢ a I K _ x - x - - - - - - - - - - - - - •' - - - - - m - — 4 - - - - 3 J 1 V) Rilh■M ..• R RN1iRfl Ril 1�Y,t ♦fl - R .I�n. N '+', w ■ (1) l ��R � _ N 10" HDP I R RIG. MAIN 1 ss M H ( 12" moo) i R i RR GRAVEL R R GRAV N SS MH ® L m w w 55 ® 55 55 55 p (n ss s5 8� SEWER —ss s5 —8" SEWER -55 H ss ss ss 55 ss ss ss 8 SEWER s � r tt�� w SS MH o- i GRAVEL I , . UP . x� -x , , -, ' i . ' I - N GRAVEL ANCHOR x I� j 4 I z CONC p BUILDING I 1 Y F j jy \ s ® ASPH x x ASPHALT T Q _ >, _I. ��" �x DIRT CO S- DW ' W E i i I %- ' % � , •-(1? o 1 1 N . 8th St. /E. E St. 1 Z 1 405 N 8th St x x 1 . 5c f i Pa) 0 3 s s DENOTES PROPOSED UP ; ACCESS PIT LOCATION • (n I Y r_ v; — NCH IV Leelynn, Inc., & I Z w A I Worden i` 1 /?x Wiley Mountain It """"�" FOR INSERTION /RECEIPT ASPHALT • , Inc. . ' .} = Z ; : W = ( o o y Ats - VI H5 OF NEW PIPING. �- - 0 > ., 1 =I4! n� ACTUAL LOCATIONS 1 -� 1 CO - I 1 Q (✓ �� I�f= � SHALL BE PROPOSED 1 1 .z.• > ii 1r BY THE CONTRACTOR (� I z I I R _. • z CZ 1 ` Cv.? 2 1,. `� z AND APPROVED BY THE - W -.— N6 r r ' F'. • , e 1- TYP. i ENGINEER PRIOR TO T x CO I ��. II . ; '. 1- CO a r- :r Z .I CONSTRUCTION. W I) LAWN 0 a < I ! I < I 0 1 1 1 I ASP ALT 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM 0 INSTALL 1 EA. 6" FUSED CONNECTION ON NEW 10" HDPE CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. THE RESIDENCES AND BUSINESSES AT ALL TIMES. PIPE, 6" R.S. GATE VALVE AND VALVE BOX. REMOVE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, EXISTING VALVE AND CONNECT TO EXISTING PVC PIPE AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 0 FROM END OF EAST "F" STREET TO NORTH SIDE EAST "D" WITH FITTINGS AS REQUIRED. IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. STREET, SLIPLINE EXISTING 12" PIPES WITH APPROXIMATELY 935 L.F. OF NEW 10" HDPE PIPE. 0 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY LOCATIONS, OR AS DIRECTED BY THE ENGINEER. CONNECT THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, 0 INSTALL NEW 10" HDPE 22.5° ELBOW AND 11.25° ELBOW, AND TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 0.5 C.Y. CONCRETE BLOCKING. SEE DETAILS. CD SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM SOUTH SIDE OF EAST "D" STREET TO SOUTH SIDE FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. N7 SLIPLINE EXISTING 12" PIPE WITH APPROXIMATELY 75 L.F. OF NEW 10" HDPE PIPE. OF EAST "B" STREET, SLIPLINE EXISTING 12" PIPES WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR APPROXIMATELY 1,000 L.F. OF NEW 10" HDPE PIPE. REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES . FROM THE CONTRACTOR'S ACTIVITIES. • ® EXISTING SERVICE LINE TO BE ABANDONED. REMOVE . EXISTING SHUT -OFF VALVE AND CAP EXISTING SERVICE LINE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. I 1 I I I I PVC : 1 1 cn >).5 TYP. 1 8 Dills L 1 Escamilla I Jones 9 Garcia Coson Carter 1 Rodriguez I R dri ue 1I I Lemon 1 N. 9th St. /� .. m Z I 314 N. 9th St. Ix 312 N. 9th St. 1 310 N. 9th St. 1 308 N. 9th St. 1 306 N. 9th St. 1 304 N. 9th S 1 302'N. 9th St. I ° i N ` r 216 N. 9th St. 1 xU w y a 2 1 1 I I I 1 { I 1., v, i I u I T . L- DIRT DIRT DIRT GARAGE 1 DIRT A D IRT I� I o i xo 1 w o io 20 40 to • M I I CONC A GARAGE A DIRT v o w • HOUSE ASP ALT ARA 0 to MEI a 1 1 l�':'.' �" GATE - -I - UP - GAT - ,Nt: I �f t ' x - - - GRAVEL p„,_ . r ) 5 x 1 - - - - e - 7 - k 51Glti,( _ r.0. r7 _ 1∎ <> ■ lTP i - ` ,? 1 " r _ - U" • N WOOD ` \ � Y j ;` gaw �l MH ss -8 SWR " EES - SS ss 8 SEWER 5s ss i ss ss ss ss 1 , ,s ss 5s ga ss II ss ss SS 5s —n 12" SEWER ss ss - s ss s= GRAVEL GRAVEL I GRAVEL „ - ".f `- UP aO '' * • r ANCHOR ATE GATE GATE GATE 7 , t ;l x W OOD FEN-CET 1 �- f 1 - ATE I GRA EL UP Ti \ GARAGE ASPHALT DIRT AG i, i CONC. (� p p DIRT DIRT DIRT ! "'.2 „ t 'sue GARAGE i °' � i l 11 l , r l l I -, 1 313 N. 8th St. 311 N. 8th St. 309 N. 8th St. - 307 N. 8th St. I x 305 N. 8th St. I 303 N. 8th St. lx 301 N. th St. I O 1 215 N. 8th St. 213 N. 8th St. w > m.g2 A & N Investment Wikstrom D R Garza l Z U Z Martinez Martinez w z LL rom 1 Zazueta Coleman I c� ai & Rental de Sanchez Properties LLC Delgado o C 0 z o ices a Properties, LLC - —I 1- co °1 1 1 I 1 1 1 1 1 1 a m < n - I 1 1 1 1 1 1 1 W I 1 m I 1 1 1 I 1 1 1 I �tg T g JOB NUMBER: DATE: SHEET o �,, . ,,� 0405652 09 -30 -05 CITY OF YAK I M A Hnibregtse, Lowman Associates, Inc. w F . �R ; ,t ; FILE NAMES: 14 ® CIVIL ENGINEERING • LAND SURVEYING • PLANNING it 4,, /, DRAWING: 04056S2.DWG GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue >Yakimo, WA 989D2 , PHASE 2 / STAGE 2 IMPROVEMENTS O (509) 966 -7000 4. FAX (509) 965 -3800 TONAL E�� DESIGNED BY: MTd PLAN SHEET • 19 IEXPIRES p...,. 6. ZOO REVISION DATE ENTERED BY: KDY • 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 C 1 N I I 1 I 1 I 1 I 1 I f2 o - N (3' 0 Lemon Revocable Lemon Revocable VIC* 1- = o °• Iniguez Vanderyacht ( Vanderyacht Yakima Housing Authority I Lemon Living Trust Living Trust 2 m • I z o 1 z l 208 N. 9th St. 206 N. 9th St. 1 204 N. 9th St. ' 202 N. 9th St. I ¢ 1 116 N. 9th St. I 114 N. 9th St. 1 112 N. 9th St. I m N in 1 1 — 1 N 1 N 1 I 1 1 A TYP. 20 1 1 ASPF�ALT 3 ' 1 ' l I 1 DW N �— a 1 ti LAWN z GARAGE ASPHALT �" HOUSE HOUSE A ® z UP A CO C. a x x x xA p LACJN o .LAWN 8 ASPHALT ASPHALT G. l — U — — — ` — —WI . : y � \ I � U • _ _ • — — — 12 PVC x— • D MAIN (12 'WOOD • ie�p *" (12" WOOD) . — xP o "N i 10 HDPE IRRI v?JN . fl x fl _ . . 144 (12" Rq R . R . s 5s W, ss ss s ss ss -6' SE 5s WYE W 55 ss ss ss s-, 6" EWER —s- ss ss ss J: ss - ss ss � S ss ss WM ss s12" EWER — ss ss ss ���� s 72- -SERER — ss ss m ss M ss ss ss -72 SEWER ss :S s� � 55 ss s S ss ss • Is x 1 ,; I� ss M �� r DP ■ 0 GRA VEL_ DENOTES PROPOSED • N I x GTE WOOD FENC GAT 1 I I x N UP x b >y'; — I CHAINLINKI FENCE ACCESS PIT LOCATION CONC. WOOD FENCE o- :.. x x x FOR INSERTION RECEIPT LAWN HOUSE HOUSE Up C 1 / % ^ i5� WOOD p FENCE INSERTION/ RECEIPT T T GARAGE i i I OF NEW PIPING. w x l f I I I I 1 I d I Ix rtvt- v I I I x w ACTUAL LOCATIONS I 1 211 N. 8th St. i 1 209 N. 8th St. 1 207 N. 8th St. „1 205 N. 8th St. 1 203 N. 8th St. I 201 N. 8th St. 1 0 G U I 1 15 N. th St. 1 113 N. 8th St. I I 111 N. 8th St. = SHALL BE PROPOSED Mendez Silva Trujillo 1 Lizotte Gulllen Rosa U �'• Chacon Carrillo Payment 6 BY THE CONTRACTOR a I W CS I Q AND APPROVED BY THE 1 1 1 1 1 1 1 N8 I 1 I 1 m ENGINEER PRIOR TO CONSTRUCTION. N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND 0 FROM SOUTH SIDE OF EAST "8" STREET TO SOUTH SIDE CITY RECORDS, AND MAY VARY' FROM THE ACTUAL FIELD LOCATION. THE FROM RESIDENCES AND BUSINESSES AT ALL TIMES. OF EAST YAKIMA AVENUE, SLIPLINE EXISTING 12" PIPES CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, WITH APPROXIMATELY 975 L.F. OF NEW 10" HDPE PIPE. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 0 FROM SOUTH SIDE EAST "D" STREET TO SOUTH SIDE IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. OF EAST "B" STREET, SLIPLINE EXISTING 12" PIPES 0 INSTALL HDPE FLANGE AND 1.0 C.Y. CONCRETE BLOCKING. N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY WITH NEW 10" HDPE PIPE. 0 EXISTING EPLA G ENT SERVICE LINES NOT DESIGNATED FOR THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, DI N6 INSTALL NEW SERVICE CONNECTION AT EXISTING REPLACEMENT SHALL BE ABANDONED INCLUDING REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SERVICE LOCATIONS, OR AS DIRECTED BY THE OF EXISTING SERVICE VALVE AND CAPPING EXISTING N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN ENGINEER. SEE DETAILS. CONNECT TO EXISTING SERVICE LINE, UNLESS OTHERWISE DIRECTED BY THE SERVICE PIPING WITH FITTINGS AS REQUIRED. ENGINEER. FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. > Lemon Revocabf e Lockwood I City of Yakima I City of Yakima I City of Yakima I 3 I I City of Yakima I Greater Yakima o Living Trust (n a 1 108 N. 9th St. 1 106 N. 9th St. 1 104 N. 9th St. 1 102 N. 9th St. 1 z il �, 1 N. 9th St./Yakima Ave. Chamber of Commerce 1 N. 9th St./Yakima Ave. I W a 110 N. 9th St. 3 Z z w GO I TYP. 3 I 1 ®TYP. 51 1 a o c S I 1 I w ASPHALT ASPH BUILDING w a ® I • I J U 3 Z J (n N a • LAWN 1 l ASPHALT i ' 0 — ASP T T ASPHALT p - PLANTER — ` I — — — 1 — — 1 PP., ANCHO'S I / % AS HALT AN LIGff ` ASPHALT L � — — . — — u■ 2 WO OD UP : .... " . �a! dfl t ■I1' 21�IT'��!►, . 1 I_ . A — — — — — — - . pp HAL LIGH I �' � ��, / N o to zo ao lil�R .1� P /fl ., —. ..- _.... �t � �:r"�r —••fl__ � - - -_- R —.- ._. R - - " - ' •, • _ R iiM ` _ RR FF� R ' N NE 0 DPE"�IR�R G MAIN A ss ss ss ss ss ss Ass A �! R —s , ss ss 4 A 12 . C.1. ss 6 "SEWER —ss s ss ss ss ss � 3 s' " SS M ss ss ss ss ss ss ss ss 72" SE�IER ss ss ss ss ss ssss ss ss ss ssis y � c ss ss ss— • 0 1, GRAVEL- » ASPHALT — / o*" * T T --�, Lq __a T ■ _ UT-� i U UT�UT-- UT - -{IT UT - -UT� LT UT -11T UTT UT -�T T PED UP • ` -4 ^ -; 3 _ sy i ". LIGHTo r [[GARAGE P . , "AV LAWN / T . z vJ : \ i II ASPHALT I ASPHALT Q � o RLANTER PLANTE# ASPHALT PL A NTE R • i' w A SPHALT I I I I 1 J 3 3 C N` z 1 , - ASPHALT w 109 N. 8th St. 1 107 N. 8th St. I 105 N. 8th St. 1 103 N. 8th St. 1 101 N. 8th St 1 z Q o I g 191319 -12566 z Rodriguez Castillo City of Yakima City of Yakima City of Yakima o 3 - a City of Yakima Citf Yaki Z _ -1- U) 1-- ‹ I 1 1 1 i (15 1 a I 1 I W 1 $; 09 -30 -05 CITY O F YAKIMA Hulbregtse, Lonmau Associates, Inc. , , 4 15 . ..♦ FILE NA ME S: • CIVIL ENGINEERING • LAND SURVEYING • PLANNING ( JP's DRAWING: 04056S2.DWG GENERAL 308 IRRIGATION SYSTEM 601 North 39th Avenue•:•Yokimo, WA 98902 ' 3' i6,-'1 PHASE 2 / STAGE 2 IMPROVEMENTS OF (509) 966 -7000 o FAX (509) 965 -3800 1 ' 5 OATAL E, •A ( #3fid - ' DESIGNED BY: MTB 19 EXPIRES 6, POOP REVISION DATE ENTERED BY: KDY PLAN SHEET City of Yakima I ( `, • N. 9th St./Yakima Ave. . N 1 "� a "1 H PANTF� w z I Southland Corporation Smith Roose ASPHALT PARKING w ?% Z z „ v E' s Z I I I ASPHALT PARKING 1 f g: 0 N � I 1 I ASPHALT 810 E. Yakima Ave. TY P. 11 I 6 S . 9th St . I 1 12 S. 9th St. 1 o w % ® ' 3 i BUILDING :• a 0 10 20 40 �' I 1 I _ _ ' P �___ _ _ " — UP ___I_ _ 1 _ . _ _ _I N NE I PR R I • :,..... ,AA RR ` 00 WOOD " _ PB .0. 4 NEW 8" R FIDPE iI?R� — – i _ RP ;9 P _ RiH i4t•RRi I —� O ss " ss = i ai_ � 11"- . - s ' '.' V41! 1 ,2 T'ANSITE P R '' PP Y — — — • ss - 12 ' —ss / '•°j am - ss 12' SEWER ® ss 8" SEWER — ss ss ss ss ss I ss ss I T ss 8 SEWER ss ss ss ss ss— SS MH 0 " — u � — _ " — - _ - - " _ " P` -..� — " u� —u COD E -I B DENOTES PROPOSED "W ACCESS PIT LOCATION cn a ( a a BUILDING a Q "- I 1- • N ! FOR INSERTION /RECEIPT IN j i ASPHALT PARKING I I ;a • o 1 1 OF NEW PIPING. 191319 - I 801 E. Yakima Ave. I � � _ ._ z 1 802 E. Yakima Ave. 1 ASPHALT PARKING 802 E. Yakima Ave. ACTUAL LOCATIONS City of Yakima J.T. Enterprises, Inc. o < " Roose Roose SHALL BE PROPOSED w " a 1 © N6 BY THE CONTRACTOR La 1 1 1 > ASrHALT 1 1 0 ENGINEER APPROVED B THE 0 1– < I I LLi 1 < CONSTRUCTION. 1 INSTALL 1 EA. 4" FUSED CONNECTION ON NEW 8" HDPE PIPE 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 FROM SOUTH SIDE OF EAST "B" STREET TO SOUTH SIDE • AND 4" R.S. GATE VALVE WITH VALVE BOX. FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL OF EAST YAKIMA AVENUE, SLIPLINE EXISTING 12" PIPES FIELD LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING WITH NEW 10" HOPE PIPE. ® REMOVE EXISTING VALVE. IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION 0 INSTALL NEW 10" x 8" HDPE REDUCER, HDPE FLANGE, ® INSTALL NEW 8" R.S. GATE VALVE AND VALVE BOX. MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. AND 1.0 C.Y. CONCRETE .BLOCKING. ® FROM ALLEY TO APPROXIMATELY CENTERLINE OF UNION STREET, 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS 0 FROM SOUTH SIDE OF EAST YAKIMA AVENUE TO NORTH SLIPLINE APPROX. 85 L.F. EXISTING 4" PIPES WITH NEW 3" APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL SIDE OF WALNUT AVENUE, SLIPLINE EXISTING 10" PIPES HDPE PIPE. MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY WITH APPROXIMATELY 850 L.F. OF NEW 8" HDPE PIPE. T CO HE CONNECT TO EXISTING 3" PVC PIPING WITH FITTINGS AS N8 INSTALL NEW SERVICE CONNECTION AT EXISTING – I 0 � REQUIRED. N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE SERVICE LOCATIONS, OR AS DIRECTED BY THE \ O '� TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT C ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE ENGINEER. SEE DETAILS. CONNECT TO EXISTING \ ` ® INSTALL 1 EA. 3" FUSED CONNECTION ON NEW 8" HDPE PIPE, SERVICE PIPING WITH FITTINGS AS REQUIRED. v AND 3" R.S. GATE VALVE WITH VALVE BOX. ' / FOR ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE T h/ TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S N9 EXISTING SERVICE LINES NOT DESIGNATED FOR \ - Oh c I Str eet t \ \ AND INSTALL FITTINGS AS REQUIRED TO REMOVAL OF EXISTING SERVICE VALVE AND CAPPING 1 1\ \ ACCOMMODATE SLIPLINE PROCESS, AS DIRECTED. N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM EXISTING SERVICE LINE, UNLESS OTHERWISE DIRECTED \ RESIDENCES AND ,BUSINESSES AT ALL TIMES. BY THE ENGINEER. \ / / ® \ 1 1 ®' / ` \ > ° A SPHALT I / / `• \ \ \ 0 \ a ° o `' H 2 Q Roose N ! _ i ® z Jimenez W 1 Ordaz ¢asa de Carl LL j ® Sanders \ , W W 12 S. 9th St. 1 z w / 106 S. Union St. / 108 S. Unio o , St. / i — 1 N ® ' z ¢ c � z 810 E. Chestn 9t. I I /� I 0 112 S. 9th St. \ w DIRT I •w 7 . a 3 DIRT ° I _ 0 HO SE C ONC. HOUSE C ET / W ti � 1E _ .— r 'y; � `j 0 ; .. ' r i 1 � 41 UPS„ — – – " MAIN E flUP R r - N�W � �tRaR+.R;t�fli}fµ�R} �� v - � " k � R � PI ANTEF� W � �a DxF x � s �^- -o- �' NCR k <7NC n R Rii- -111. +R�iR�faR "' " ' R R R P �IRR ft PR -SP _ r o woo _ __ ss � 1� f . l= ss ss ss s110 WO. OD h I ss ss ss n ss ss - 8" SEWER —ss 4 _ ss ss , ss EE � ss— ss- 3 �` ASPHALT F-- -0- UP " ),' _ VA a s ° ' �•� }" — — — UPS — GRAVEL f — UPo-" — — W I 1 i GRAVEL ( A TE " r — HAI LINK FEN " R ® R R x x FENCE • I T BUILDING i G 1 Q ASPHALT z N T HOUSE ARAG j TY ® j i I DIRTI GRAVEL p Z 802 E. Yakima Ave. , _ Q o 1 806 E. Chestnut St. 103 S. 8th St. l 105 S: 8th St. 107 S. 8th St. I 109 S. 8th St. 1 111 S. 8th St. 113 - - S. 8th St. I z R oose R ( Valencia Rios 1 Ledezma Cochran Bradley Cheek Urbina a ¢ �¢ � I 1 - — - I U 0 1 1 1 I I 1 1 1 1 PELT & JOB DATE: SHEET NUMBER: Hnibregtse, Louman Associates, Inc. °F ;¢' 0405652 09 -30 -05 CITY O F YAKIMA • CIVIL ENGINEERING • LAND SURVEYING • PLANNING FILE NAMES: GENERAL 308 IRRIGATION SYSTEM 16 801 North 39th Avenue +Yakima, WA 98902 � ' + ''' DRAWING: 056S2.DWG PHASE 2 / STAGE 2 IMPROVEMENTS OF (509) 966 -7000 o FAX (509) 965 -3800 ONAL / / 25/ DESIGNED BY: MTB PLAN SHEET 19 E%PMES 6, 200 REVISION DATE ENTERED BY: KDY • a) 1 1 1 w 1 I t t I u)U ° 1 1 1 1 I ++ I I 1 I W� (� I 1 I z � I (/� I I I u) To � r N 1 I tO p o U) 1,0 Spracher Southeast Nei g h borhood I ap I o Vasquez 1 o c � , 1 v Blanco I p I Im rovement Com. o ,o � 113 S. Union St° ,o ® _ 1 1 S.. ® Stone Lantrip E E W t m 0 ,-. 1 i 201 S° 9th S° TYP 13 p �� 1 1 a 215 S. Union St. m W p 802 Spruce St. 1 ( , �' DENOTES PROPOSED -_> St. 1 203 S. 9th t. 207 S. 9th St. ("p N ASPHALT ® - ® - - ® • 1 o p - - 1- ®GATE WM GRA EL HEDGE H D{4 i , (i GRAVEL IV CON ' 'I I - - - - 0 LAWN _ _ _ -- - —. � - a - W -- '. ACCESS PIT LOCATION - _ — X - X X - - . . CONC. S m WV 1 1a 1 w wM M ``� .,� " __ I C ONC. S 1 u' fI • Sri INSERTION/RECEIPT • LAWN =� CONC. fi MB4 3 CONC Ex • M8 —�� / IF 12 ter— r c�E ■.r __ _ _ — 6 -- ACTUAL PIPING. CATIONS I V " WATER WA TER III o ASPHALT I _ I_ Union Street I I �' 1- I I SHALL BE PROPOSED — - - - - 9 tl ,� ® : �' � ` s " (�o" wooD) teL NE W 8" H tPE IRRIG. MAIN ::: ... :. BY THE CONTRACTOR ® O == a s = ® \� _ _. ; lir 0 �_ —� ss X s= ss .= ss —�" ss �� ss -18° SEWER—ss ss - $ " 5s ' _ _ . 5 ss -18" SEWER —SS s AND APP OVED Y HE r „ _ �,a �natie6 �� _ ®tu ` " z. ffa a� ENGINEER R PRIOR BO • � - - G '9` ; , :i - - '�. - - - - X GATE X X ■ �� �. - - - . , H IV - - " CONSTRUCTION. - LAWN Z 2 ' B _ SHED 1 . LAWN N w U' LAWN I LAWN 8 St./S. S r..0 -e = o ® r af t t � 0 Q 213 S. 8th St. C .7t 1 "jp � Fraser m `'I \ p p T t N9 1 N ntrip Q ,o e \ raser ■ G Pv E� x i � 5 201 S. 8th St. T � \ 1 203 S. 8th St . ■ 205 S. 8 St. 207 S. 8th St. 8th\St. /S. Spruce St. f � 1 ' X P\• /FE Z \ CItY of Yakima \ Mathews \ Sali \ Senic \ Lantrip � ! \ _ / G N / \ � ' N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES 115 S. 8th St. OPEN CUT AND INSTALL APPROXIMATELY 30 L.F. OF NEW 8" HDPE PIPE. A ND BUSINESSES AT ALL TIMES. • % � Froman CONNECT TO EXISTING PIPE WITH FITTINGS AS REQUIRED. cam\ \ N5 FROM SOUTH SIDE OF EAST YAKIMA AVENUE TO NORTH SIDE OF 6 \ \ WALNUT AVENUE, SLIPLINE EXISTING 10" PIPES WITH NEW 8" HDPE PIPE. ® REMOVE EXISTING VALVE. N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM 0 FROM NORTH SIDE OF WALNUT AVENUE TO EAST SPRUCE STREET, N12 OPEN CUT AND INSTALL NEW 8" x 8" x 6" HDPE TEE, 1 EA. 6" R.S. GATE E BOX, AND APPROXIMATELY 25 L.F. OF NEW 6" HDPE PIPE. EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD SLIPLINE EXISTING 10" PIPES WITH APPROXIMATELY 360 L.F. OF NEW 8" CONNECT TO VALVE WITH VALVE PIPE WITH FITTINGS AS REQUIRED. LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN HDPE PIPE. SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION, INSTALL 1 EA. 2" FUSED CONNECTION, 2" VALVE WITH VALVE BOX AND NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS N7 FROM EAST SPRUCE STREET TO EAST PINE STREET, OPEN CUT AND FROM THAT SHOWN. INSTALL APPROXIMATELY 710 L.F. OF NEW 8" HDPE PIPE. REMOVE CONNECT TO DRAIN CONNECTION WITH FITTINGS AS REQUIRED. N2 EXISTING 6" WOOD STAVE PIPE. PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS Ial REMOVE EXISTING FITTINGS AND VALVE. INSTALL NEW 8" x 8" x 8" HDPE TEE, 1 APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH 0 INSTALL 1 EA. 3" FUSED CONNECTION ON NEW 8" HDPE PIPE, 3" R.S. EA. 8" R.S. GATE VALVE WITH VALVE BOX ON NORTH LEG, 2 EA. 8" x 6" HDPE EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. GATE VALVE WITH VALVE BOX. OPEN CUT AND INSTALL APPROXIMATELY REDUCERS, 2 EA. 6" R.S. GATE VALVES WITH VALVE BOXES, AND 0.5 C.Y. N3 CONCRETE BLOCKING. CONNECT TO EXISTING PIPE WITH FITTINGS AS REQUIRED. SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN 30 L.F. OF NEW 3" HDPE PIPE. CONNECT TO EXISTING PVC PIPE WITH FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL FITTINGS AS REQUIRED. IS LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN N9 INSTALL NEW 8" x 8" x 8" HDPE TEE, 2 EA. 8" R.S. GATE VALVES DIRECTED BY THE ENGINEER: CONNECT TO EXISTING SERVICE PIPING WITH AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. WITH VALVE BOXES, AND 0.5 C.Y. CONCRETE BLOCKING. FITTINGS AS REQUIRED. SEE DETAILS. ' ' : : 1 I I 3 I 63 1 _ I 1 it 1 1 1 1 1 = 0 1 LL 25 I 3 ca CD D Barajas Perdue I a vi Perdue I Perdue I Martinez I Badillo 1 Biehl g° 1 Z m I` 1 219 Union t 1 a 309 I 309 S. 8th St. 1 311 S, Union St. I 3 15 S. 8th St. 1 317 S. 8th St. Qj 1 IF N :RETAINING I p . 301 S. 8th St. 1 C O II 307 % 8th St. I I 1 I I I I o CONC. - I GRAVEE4 LAWN - - ( GRAVEL GRAVE HEDG: HEDGE p p x p _ HEDGE ` °•• . i I �I \ L ASPH ATE 11=-,x,' o o to 20 40 - �_ - _WM WM ( WM - - LAWN LAWN WM r fr # r`�l #a� - s,, WM M . £ f[ �. Nim 1111111111111•1111 a - � ;; � ' CONC. S W E B � -- CONC. S © fir © / I— W _ _. __- �JI _ l _ C IE �' J•T�aQ° w : : my , w q R ' �lnlon Street _ ® 3 tt9d� , ss ® 74 . Ss ss 18" SEWER—. r C ss ss ss ss ss — ss ss ss ss i771 ss Q ,,ss ss ` ss ` • ss .- ss ���®� r > „CB WM:: CONC. . U WM ®A CHOR WM MB LAW W •:: B4 W n i OR s X _' � *UP <> .t ®M S FMB CONC - - 1 L �M L A J ...`%� . ,>. _ GR AVFI �3 s • s, tif}�S# £ . - zt} i3 } , �. D' _ � . 9 E MANHOLE, u GATEv GATE a ( HEDGE E W EDGE R. ` MANHOLE i NH HOLE b y • BUILDING I p® ® H�D 1 � ^ �Z �� N o 1 1 TYP. 18 T MANHOLE ( � ,_ a I � ' ® DR AIN TO0 1 . 1 1 I 312 S. 8th St N. T 1 °D 314 / 316 S. 8th St. • • o\ c.. 714 S. Spruce St. 1 Man zo Hurst 3p \ p 304 Union St. 306 S. 8th St° I _ J 1.1 - 'F.:"5., \ \ Appleby \ Lopez \ Arellano 0 vi ca 0 \ �tv\ J\ _/ ' � I \ \ , cn \ 1 ( I 1 ` 1� , m \� . \ 11 1 � \ \ . JOB NUMBER: DATE: CITY O F YA K I M A SHEET � G 0 - L T B� a i' 04056S2 09-30-05 Huibregtse, Louman Associates, Inc. w ; ,. ; , 4 FILE NAMES: 17 ® CIVIL ENGINEERING • LAND SURVEYING • PLANNING .. t DRAWING: 04056S2.DWG GENERAL 308 IRRIGATION SYSTEM 8D, North 39th Avenue °.Yakima, WA 989D2 -; • p� • 4872, . PRO ALE: PHASE 2 / STAGE 2 IMPROVEMENTS OF , ..: (509) 966 -70004 FAX (509) 965 -3800 SI/ONAL# /03114/ DESIGNED BY: MTB PLAN SHEET 19 (EXPIRES y.,,. c, eo REVISION DATE ENTERED BY: KDY 3/4" WEBSTONE LOW PRESSURE GARDEN \Z VALVE (BENT HOSE) NO. 30213, OR ce z APPROVED EQUAL. I I' �_— NOTE: FOR NON- VEHICLE TRAFFIC AREAS LENGTH VARIES 18" OR ' 12" OR ° SEE PLAN • AS DIRECTED AS DIRECTED ■ o w NOTE: FOR VEHICLE TRAFFIC AREAS i N o • LOCATING WIRE SECURED 3/4" GALV. TO SIDE OF VALVE BOX AS I PIPE ¢ CONCRETE VALVE BOX APPROVED BY ENGINEER \ 1 1 1' -0" 1' -0" CAPS TO BE PROVIDED 1 1 A" HMA EXISTING BY THE CITY. __ CL A", CAST IRON LID W/ GROUND PG 64 -28 P AVED UNPAVEI FINISHED GRADE AREAS AREAS "IRR" OR "IRRIGATION" 1- CL 3000 CE MIN. 6" THICK +i _ _ = = 1 1 1 a CONCRETE FULL CL 3000 CEMENT J " =1 =1 , lr z w FINISHED GRADE 3/4" GALV. o DEPTH OF PVMT. � ,� CONCRETE Eif NOTE: VALVE BOX TYPE VARIES. 3/4" F.I.P. CL1 LESS 1 1/2" �� / /���,,,,%;" ri�4/ I °1 PIPE USE TYPE 1 IN ALL TRAFFIC AREAS _ I COUPLING 0 ∎,-/ I I 1 =1 FOR LAWNS OR z AND TYPE 2 IN NON- TRAFFIC AREAS. > / N UNSURFACED AREAS, a SEE DETAILS. x w y! / /I //O'O /O 76. � INSTALL 5" DI _ a SCH. 40 PVC PIPE 3/4" HDPE TAPPING TEE m w F ; " ¢ _ = LENGTH AS REQUIRED. 0 it SERVICE SADDLE FUSED bo 0 ? UPPER SECTION SLIDING 1 i CONNECTION. SEE SERVICE 5 v w i w 5 1 `-. TYPE C.I. VALVE BOX -1= - 1- SADDLE CONNECTI DETAIL. - / < t (RICH MODEL 940 -B, u, s 18- INCH HIGH) 3/4" SERVICE PIPE SDR -9 a ji s #. , • CTS 200 LB POLYETHYLENE 3/4" GALV. TEE ♦ LOWER SECTION OR EQUAL. TYPICAL _ W/ 3/4" HDPE RE VARIES) l SLOPE TO DRAIN - x M.I.P. THREAD 0 i11 l \ \: SLOPE TO DRAIN WE it �\\1l;i ADAPTER \ \_3/4" CURB STOP VALVE FOR CUSTOMER VALVE - " � '� 1 \ �� • PE PIPE FORD B66 -333 -G 3/4" CURB STOP VALVE FOR ■ OR APPROVED EQUAL. PE PIPE FORD B66 -333 -G i11a51,111;J I 1 SEE TYPICAL SERVICE • OR APPROVED EQUAL. INSTALLATION DETAIL SEE TYPICAL SERVICE INSTALLATION DETAIL :£ NEW HDPE SERVICE LATERAL. ;: EXTEND FOR CONNECTION TO EXIST. SERVICE PIPING. EXISTING PIPE TYPICAL SERVICE INSTALLATION MATERIALS MAY VARY. USE FITTINGS TYPE 1 VALVE BOX TYPE 2 VALVE BOX NOT TO SCALE AS REQUIRED FOR A COMPLETE, LEAK NOT TO SCALE NOT TO SCALE PROOF CONNECTION. • . CAST IRON LID W/ 1 1/2" HMA C1 3/8" 3/4 -INCH HDPE "IRR" OR "IRRIGATION" TAPPING TEE 11111 SAW 11 CLASS 3000 CEMENT CONCRETE 5' LENGTH OF 4 x 4• PAYMENT LINE LIMIT FOR ALL SERVICE SADDLE CUT r FULL DEPTH OF PAVEMENT 111 i - (PAINTED TREATED ) POST TRENCH SURFACING REPAIR FUSED CONNECTION. HMA [' 2'-0" 11 SECTION LESS 1 1/2 ". PRESSURE 1 PAINTUR BRE) • I ( --3' -180' ELBOW (PAINTED) MAX." PIPE O + 24" MAX." MIN I '1 BEE -HIVE STRAINER EXISTING ```.`` ♦` • v ♦, /, /, "', SEE DETAILS FOR RECEIVING 6" MIN. `4I1 • TOP OF SUBGRADE STRAPS INSTALL SURFACING REPAIR PIPE. UPPER SECTION SLIDING 2' G.I. PIPE (PAINTED) ' INSTALL SEALANT LOWER TYPE C.I. VALVE BOX III ", z4" MANHOLE FRAME ♦ 7 �f - CY `•• ALTERNATE BACKSLOPE AT BETWEEN NEW AND SECTION RICH MODEL 940-8, 18- INCHES HIGH w /• CONTRACTOR'S OPTION `� EXISTING PIPING ( ) I 1 k COVER W/ IRR' • a/ 1 1111= 111 -1 ' r °_III /NjjT' ♦y /�y /' _ a N o_ ce _w y/ NEW HDPE (RICH MODEL R -36 ■ may^ 1111- 117-I_ -1111= M a / THE CONTRACTOR SHALL BE IRRIGATION ( VALVE 11 a 9 >, RE SPONSIBLE FOR ALL TRENCH 36- INCHES HIGH x z / MAIN. ) NOTE: PROVIDE EXTENSION v G co >p j BACKFILL BEYOND THE LIMITS w X z o SHOWN, INCLUDING WIDER TRENCH SECTION I PIECE WHERE REQUIRED SECTIONS RESULTING FROM LAYING II I ' FOR VALVE BOX. m I- => J a BACK TREN SIDES AT THE REMOVE SECTION (RICH MODEL 044, m La CONT OPTION. NO OF EXISTING z �+ w I MEASUREMENT OR PAYMENT WILL RECEIVING PIPE. NATIVE BACKFILL OR SELECT IN PAVEMENT 12- INCHES HIGH) II 'f 2 . 90 BE MADE BEYOND THE PAYMENT BACKFILL AS DIRECTED BY III • ELBOW IRRIGATION EMIT. CONTRACTOR THE ENGINEER. • CAST IRON LID W/ -- MAINLINE SHALL PROTECT ILL 2. 90' ELBOW 2• x 2• VALVE BOX NATIVE MATERIAL SHALL BE USED NEW PIPE AND "IRR" OR "IRRIGATION" COMBINATION - FOR BACKFILL EXCEPT ROAD USE CARE IN 1 1 1 _ V-0" s• THICK CLASS 4' LENGTH OF 30' NR VALVE. CROSSINGS SHALL BE BACKFILLED MIN. MIN. DIAMETER REINFORCED Y R.S. GATE WITH SELECT BACKFILL.AS DIRECTED ' I 2 - 0" 1 3000 CEMENT CONCRETE 2 UNIT * ' REMOVAL OF CONCRETE CULVERT RwT �--: VALVE W/ 2• z BY THE CITY. EXISTING PIPE. 1111_ 1�1 EXISTING RECEIVING - `♦ ♦ ♦• A ' PIPE. / - / OPERATING NUT o PIPE. (WOOD STAVE -♦J1`, Wei 1 io O f ( ') ; < N PIPE ZONE DETECTABLE MARKING TAPE PER II s i SHOWN) %��. ♦♦ , ' a SECTION 9 -15.18 REQUIRED FOR ALL _ s p.� p > � DRAIN ROCK A����f Y - : -.= 11 = 11 f, 11 = 11.= O o ° - PIPE INSTALLATION BY TRENCHING 1 - - - 6" MIN. �� ifs O�fo 0 2" G.LPIPE II 1 '� ' � � � ' 0 '�jj -11 UPPER SECTION SLIDING CRUSHED SURFACING TOP COURSE ° '',, ,',! ;� ,4,r SECTION (RICH MODEL 40 BX 18- INCHES HIGH) (2Yn 6 22" 90' ELBOWS Y SDR -9 CTS 2001b. • - • SHALL BE USED FOR PIPE ZONE � 2 UNION POLYETNELYNE, OR EQUIV. �; 1♦ T MATERIAL. �) 1 i ; VALVE ♦ ♦ >, ' � NEW IRRIGATION MAIN OR SERVICE ",1r (RICH MODEL R -36 2 HDPE FUSED TEE A i♦ ♦ ♦� ♦i� �7�`7`�i`> ` 7` ` � ENE � 111 I ' 111 1 36- INCHES HIGH) MI 1 NOTE: PROVIDE EXTENSION * vAL- MAnc2OZC 1 ‘. /N N. * ∎ , ♦ ♦ ■/�'♦,i- ♦ / ♦ / .:♦//. • 1 u _ I 1� _' -',:..,, „,:•- _. _ . . _ . ' ` 1 )„, ..- 1 PIECE WHERE REQUIRED OR APPROVED EQUAL NEW HDPE PIPE, SIZE VARIES ‘ ♦ 11 � II��II� FOR VALVE BOX. SUITABLE EARTH FOUNDATION II 1 1111 11 I 1 PIPE .1111=11=1=11=11. 1 (RICH MODEL 044, BEDDING 12- INCHES HIGH) SEALANT NOT IN PAVEMENT NEW HDPE IRRIGATION PIPE AIR — VACUUM RELIEF VALVE ASSEMBLY TYPICAL TRENCH SECTION SERVICE SADDLE CONNECTION DETAIL IRRIGATION MAINLINE VALVE BOX ,NOT TO SCALE NOT TO SCALE • NOT TO SCALE NOT TO SCALE • J08 NUMBER: -: SHEET 09-30-05 CITY O F YAK I MA �G ` .,YI T . E'� 04056 30 Hnibregtse, Lohman Associates, Inc. ., v , . ,10 . , S2 09 FlLE NAMES: 18 iest CIVIL ENGINEERING 001 Nort39th Ave uee+YakimaY 989 PLANNING A� DRAWING: SHEETS.DWG PHASE 2 / STAGE 2GMPROV IMPROVEMENTS OF (509) 966 -7000 4. FAX (509) 965 -3800 TONAL E� , v��aS DESIGNED BY: MT DETAILS 19 • !EXPIRES y"..... o, zoo• 7 REVISION DATE ENTERED BY: KDY 1 EXISTING PAVEMENT REMOVE EXISTING 14" WOOD STAVE 3' LENGTH OF 30 DIAMETER SURFACING DEPTH EXISTING GRAVEL A. 2" GALV. PIPE WITH REINFORCED CONCRETE ASPHALT CONCRETE PATCH SURFACING DEPTH PIPE IN ENTIRETY FROM EXISTING . ,_ VARIES GRAVEL REPAIR VARIES THREADED CAP 3' LENGTH OF 30" DIAMETER REINFORCED CULVERT PIPE WITH 24" PAYMENT LIMITS . ► CONCRETE CANAL BOX (OLD UNION). PAYMENT LIMITS CONCRETE CULVERT PIPE WITH 24" MANHOLE MANHOLE FRAME AND COVER 1' -0" EXCAVATION 1' -0" 1' -0" SEE REPAIR DETAIL. WITH "IRRIGATION" PROVIDE . ;_ ' ' '" 1 EXCAVATION 1' -0" 1' -0" FRAME AND COVER WITH "IRRIGATION" PAYMENT LINE (MIN) - PROVIDE FINAL ADJUSTMENT PER DETAIL FINAL ADJUSTMENT PER DETAIL PAYMENT LINE (MIN) SYMMETRI AL / / / / / / / / /// —� -e. A' . i — 7/////// ABOUT OF PIPE 4 _ 2" BRASS BALL ! ` s" HOPE w ACP REPAIR, TYPE . �% VALVE WITH /, / ALLEYWAYS, DRIVEWAYS, AND ASPHALT PAVEMENT l 1/� \ ' HANDLE BOLTED FLANGE /` 3" CRUSHED SURFACING !! INT;ig r OTHE AREA DIRECTED BY ��\jT ;� `�° \/ TOP COURSE • 4 it „s4' / M IN. 6” ra r} THE ENGINEER. / \\ CRUSHED SURFACING s / n:w 4 =:: =, 1> , MIN. 6 / � : : .a j . ` !"-, �-,, • 3" ACP CLASS G \` TOP COURSE ALTERNATE BACKSLOPE >.;�>%:4 7 2 - tfr 4 _ — U./C. ;' . ' � ` C.S.T.C. ., ,.; •- l / \ ;J'•a' -- 4. < - ' . "i�w 22.5' ELBOW A ft'5 � ) ' _�, • 6" CSTC ./ ` \4 SELECT BACKFILL ~ ATT N TOR BACKSLOPE AT CONTRACTORS OPTION ��.•,, �,� 22.5' ELBOW .n. /e ' , I r. , . _ . . -, (BASE COURSE) AT CONTRACTORS OPTION • I I 1 ACP REPAIR, TYPE 2 ASPHALT CONCRETE SURFACING GRAVEL SURFACING 1 if4l! P \� � ��II�I ' �/ AREAS DIRECTED BY THE �., ".,��.^' Y , . � ; - , - �. -;"; ENGI NEER. . � )" • • �� " • ,\� ,' • 6" ACP CLASS A UNSURFACED REPAIR NOTES: / � ? + � � Q 2' FUSED hO \� � `� 6' FUSED • 12" SELECT BACKFILL (CSBC) ' PAYMENT LIMITS 1. CONTRACTOR SHALL BE RESPONSIBLE TEE ` C 4 1' - ':< 1' - MIN. Q �,, TEE 1' -0" EXCAVATION 1' - O" 1' -0" FOR ALL TRENCH SURFACE RESTORATION EXISTING WOOD STAVE 9��c •P PAYMENT LINE 1. ` BEYOND THE PAYMENT LIMITS SHOWN, PIPE TO REMAIN 9�gy %W ` \Y� .. . 'i' `/. 4 \ti EXISTING GROUND INCLUDING WIDER TRENCH SECTIONS (RECEIVING PIPE) �i , RESULTING FROM LAYING BACK TRENCH 9, EXISTING WOOD STAVE ` SIDES AT THE CONTRACTORS OPTION. NO PIPE TO REMAIN \ •,\ \ MEASUREMENT OR PAYMENT WILL BE MADE (RECEIVING PIPE) 12" (MIN.) SILT MATERIAL FREE FROM ROCKS. STORE IN STOCKPILE WHEN / FOR SURFACE REPAIR BEYOND THE PAYMENT REMOVED DURING TRENCHING OPERATIONS. _� LIMITS. 22.5' ELBOW 22.5' ELBOW REPLACE TO MINIMUM THICKNESS SHOWN. / fr' 2. NO MEASUREMENT OR PAYMENT WILL BE MADE IF EXISTING GROUND SURFACE ADJACENT �` / \\ / FOR TRENCH SURFACING REPAIR IN UNSURFACED TO TRENCH DOES NOT INCLUDE SILT AREAS. 16" DIA. D.I. OVERBURDEN, THEN BACKFILL TO SURFACE Y // ALTERNATE BACKSLOPE CASING PIPE WITH NATIVE MATERIAL EXCAVATED FROM �� AT CONTRACTORS OPTION IRRIGATION PIPE RELOCATION TRENCH. ' AND CANAL REPAIR DETAIL UNSURFACED AREAS SURFACING REPAIR NOT TO SCALE NOT TO SCALE * AS DIRECTED BY ENGINEER. MAY VARY 'O •t• � fS DEPENDING UPON GRADE OF SIDEWALK AND 'O44,t,z spa DRIVEWAY BEYOND CURB. REMOVE EXIST. 14' RNs i DIAM. WOOD STAVE r \ 1 1 1/2" R PIPE. CHIP OUT IE C LASS 3000 CEMENT CONCRETE CONCRETE I DIAM. HOLE IN SIDE OF t t /2' CLASS 'G" ASPHALT i EXIST. CONCRETE CANAL BOX. / � SECTION LESS 1 FULL DEPTH OF PAVEMENT CONCRETE. PAVEMENT Y COMPACTED . ■ A l yr. DEPTH CSTC WALL tY ` I. � l ( ASPHALT CONCRETE PAVEMENT CONSTRUCTION x < " 6 1/2 �' /� l • , , �, �������������������������� \\\\\ \ \ �_- s \ \\ \\ \\ \v ���� JOINT � % .. .. .. .. .. 1 i ' �� � —� ° 4" THICK CONCRETE SLAB SECTION AT SIDEWALKS � - v v" It*, - - AND OTHER AREAS AS DIRECTED BY THE ENGINEER 18" ' ' `1 • #4 REBAR 1 z TOP of SUBGRADE .< 41 ® �� �w 6" THICK CONCRETE SLAB SECTION AT DRIVEWAYS 2 - GRADE RINGS D 2-#4 BARS - -- � — AND OTHER AREAS AS DIRECTED BY THE ENGINEER. DEPRESSED — TYPE D 4 EA. HORIZ. - 4" • — • - ��� ����� , , AS REQUIRED BRICKS 4 EA. VERT. - AS RE Q UIRED CONCRETE 5000 MIN. � ®� CONC. SLAB SE CTI O NS 5 1/2" W/3/8" MAX. % z �����® 1/2" R �1 2 % 1" R. AGGREGATE } , NOTES: NOTES: 1' BATTER INSTALL 8 EA. #4 1. MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE AFTER THROUGH JOINTS WITH 3/8" JOINT MATERIAL ° 1 " R. �� 1/2" R REBAR. PROVIDE A PLACEMENT OF ASPHALT CONCRETE PAVEMENT. SHALL BE PLACED AT 26' INTERVALS. MIN. 4 EMBEDMENT 1111 1 1/2 DEEP DUMMY JOINTS SHALL BE 6 / IN EXIST. CONC. 2. GRADE RINGS AND /OR LEVELING BRICKS SHALL BE GROUTED . WALL AND OVERLAP IN PLACE AND BE WATER TIGHT. . , . _ SCORED INTO THE CONCRETE AT ALTERNATING THROUGH JOINTS ON .. • . • . 10' INTERVALS. SECTION A MIN. 1' -0" SIDE VIEW EACH SIDE OF AND • • 3. IN UNPAVED AREAS, PROVIDE 12' THICK, 4' DIA. CEMENT AROUND EACH UTILITY ' ' ®, " - V " GROOVES SHALL BE PLACED AT 5 — ^1 CONCRETE RING AROUND TOP OF MANHOLE. SET MANHOLE FRAME APPURTENANCE. INTERVALS. 18" FLUSH W/ FINISHED GRADE AND SLOPE CONCRETE OUTWARD AT 1 /47FL ALL JOINTS "V" GROOVES, AND EDGES — • SHA 1 BE JOINTS, WITH AN EDGER HAVING ALL 4" RA SEE PLANS FOR WIDTH AND POSITION OF FULL HEIGHT TYPE A ' SIDEWALK. CONCRETE CANAL BALL REPAIR DETAIL MANHOLE ADJUSTMENT DETAIL . • • • . . . CONC. SLAB JOINTING STANDARD CONCRETE CURB & GUTTER NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE G ��$1 T. g, i, FILE JOB NUMBER: DATE: CITY O F YAK I M A SHEET Hnibregtse, Lonman Associates, Inc. w iTi — 04056 D9 -3 3° -D5 / FILE NAMES: 19 • CIVIL ENGINEERING •LAND SURVEYING •PLANNING F �� DRAWING: SHEETS.DWG GENERAL 308 IRRIGATION SYSTEM )IPA 801 North 39th Avenue+ °Yakima, WA 98902 1 fi.4. PHASE 2 /STAGE 2 IMPROVEMENTS OF (509) 966 -7000 4. FAX (509) 965 -3800 ` q DESIGNED BY: MTB IEOPIRE6 . 6, 2006 ��� REVISION DATE ENTERED BY: KDY DETAILS 19 -c (-,1:J CITY OF YAKIMA — ORIGINAL c (, e CITY OF YAKIMA � .,, 6`° GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 3 IMPROVEMENTS City Project No. IR2059 HLA Project No. 04056 �" pd,`� , � �� a ° ® °� a t g moo ° e -.f o f t . ...„,„. 1 _, ...., ..xim., „, ...." , ;001 . 1,... , . 0 � - t y Construction Contract Specifications & Bid Documents 2301 Fruitvaie Boulevard SEPTEMBER 2006 Phone (509) 575 -6020 Yakima, WA 98902 fax (509) 575 -6238 OCT 11 2006 CITY OF YAKIMA, WASHINGTON CONTRACT DOCUMENTS FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS T. 8 WAsif �� 9 / / 00 EXPIRES 6, 2008 CITY OF YAKIMA PROJECT NO. IR2059 HLA PROJECT NO. 04056 OWNER: ENGINEER: City of Yakima Huibregtse, Louman Associates, Inc. 2301 Fruitvale Blvd. 801 North 39th Avenue Yakima, WA 98902 Yakima, WA 98902 SEPTEMBER 2006 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS City of Yakima Project No. IR2059 HLA Project No. 04056 TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS 1 -1 ADVERTISEMENT FOR BIDS 1 -2 SECTION 2 - INFORMATION FOR BIDDERS 2 -1 INFORMATION FOR BIDDERS 2 -2 SECTION 3 - BID PACKAGE 3 -1 BIDDER'S CHECKLIST 3 -2 BID PROPOSAL 3 -4 UNIT PRICE BID PROPOSAL 3 -5 BID PROPOSAL SIGNATURE PAGE 3 -7 BID DEPOSIT 3 -8 BID BOND 3 -8 NON - COLLUSION AFFIDAVIT 3 -9 NONDISCRIMINATION POLICY 3 -10 SUBCONTRACTOR LIST 3 -11 BIDDER'S DATA FORM 3 -14 CITY OF YAKIMA WMBE POLICY 3 -16 RESOLUTION NO. D -4816 3 -17 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN 3 -18 BIDDER'S CERTIFICATION 3 -20 SUBCONTRACTOR'S CERTIFICATION 3 -21 PROPOSAL 3 -24 SECTION 4 - CONTRACT AND RELATED MATERIALS 4 -1 CONTRACT 4 -2 CONTRACT BOND 4 -4 SCHEDULE OF WORKING HOURS 4 -6 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5 -1 PREVAILING WAGE RATES 5 -2 DLI ( YAKIMA COUNTY) EFFECTIVE 8 -31 -06 BENEFIT KEY CODE EFFECTIVE 8 -31 -06 SECTION 6 - TECHNICAL SPECIFICATIONS 6 -1 TABLE OF CONTENTS 6 -2 GENERAL AND SPECIAL PROVISIONS 6 -3 APPENDIX A BNSF RAILROAD PIPELINE LICENSES APPENDIX B AMENDMENTS TO THE 2006 WASHINGTON STATE DOT STANDARD SPECS SECTION 1 - ADVERTISEMENT FOR BIDS G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 1-1 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on Thursday, October 5, 2006, and then be opened and publicly read for the construction of: GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 3 IMPROVEMENTS City of Yakima Project No. IR2059 Irrigation system improvements including sliplining approximately 6,030 linear feet of new 6 ", 8 ", 10 ", 14 ", 16" and 18" HDPE pipes; open- cutting approximately 3,670 linear feet of new 3 ", 6 ", 8 ", 12 ", 16" and 18" HDPE pipes; boring approximately 386 linear feet of new 24" steel casing pipe; and installing approximately 28 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe and valves; surface restoration including hot mix asphalt, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. Plans, Specifications, and bid forms are available from Huibregtse, Louman Associates, Inc., located at 801 North 39 Avenue, Yakima, WA 98902, phone number (509) 966 -7000, FAX: (509) 965 -3800, and may be obtained for a fee of $60.00 for each set, non - refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at various plan centers. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a Contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. Attention is called to the fact that not less than the minimum salaries and wages as set forth in the Contract Documents must be paid on this project, and that the Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex, or national origin. The City of Yakima reserves the right to reject any or all bids and proposals, and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima. Deborah J. Moore City Clerk PUBLISH: September 20, 2006 September 21, 2006 G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 1-2 SECTION 2 - INFORMATION FOR BIDDERS G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 2-1 INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 2:00 p.m. on Thursday, October 5, 2006, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 3 IMPROVEMENTS, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901. All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required. The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the BONDS of all except the three lowest responsive BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PI-12 STG3.doc 2 -2 The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest r epu11JIVe , re ible BIDDER or all bids will be rejected. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Michael T. Battle, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509)966 -7000, FAX: (509)965 -3800. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 2 -3 SECTION 3 - BID PACKAGE G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3-1 BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms which must be executed in full and submitted with the bid: (a) Bid Proposal The unit prices bid must be shown in the space provided. Acknowledge all addenda in the space provided. (b) Bid Signature Page To be filled in and signed by the bidder. (c) Bid Bond Deposit or Bid Bond Bid Bond Deposit Sign the Bid Bond Deposit in the space provided if the bid is accompanied by a certified check or cashier's check in the amount of not less than 5% of the total amount bid. OR Bid Bond This form is to be executed by the bidder and surety company. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. Provide Power of Attorney for Surety's agent. (d) Non - Collusion Affidavit and Debarment Certification Must be subscribed and sworn to before a Notary Public and included with the Bid Proposal. (e) List of Subcontractors, Surety, and Bidder List all required subcontractors proposed for the project and fill in the Surety and Bidder information. (f) Bidder's Data Form This form to be completed by the bidder. (g) MBE /WBE Form It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE /WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed and /or submitted for approval after the Contract is awarded: (1) Contract. This Contract to be executed by the successful bidder and the City of Yakima. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3-2 (2) Contract Bond to be executed by the successful bidder and his surety company. Provide Power of Attorney. (3) Certificate of Public Liability and Property Damage Insurance must be provided by the successful bidder in accordance with the provisions of the Standard Specifications and Special Provisions. (4) Statement of Intent to Pay Prevailing Wages to be completed by successful bidder and by any and all subcontractors. (5) Schedule of Working Hours to be executed by the successful bidder. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -3 City of Yakima 129 North 2nd Street Yakima, Washington 98901 BID PROPOSAL GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2059 A Proposal of Strider Cnnstriirtion Co., Tnc. (hereinafter called "BIDDER "), organized and existing under the laws of the State of Washington doing business as WA Corporation 1 . To the CITY OF YAKIMA, Washington, (hereinafter called "OWNER "). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the GENERAL 308 IRRIGATON SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS — City Project No. IR2059, in strict accordance with the CONTRACT DOCU- MENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1- 08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided in SECTION 1 -08.9 of the Standard Specifications. BIDDER acknowledges receipt of the following ADDENDA: Nik Addenda will be posted on the Internet at the Engineer's website, www.hlacivil.com. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum amounts: 1 I I Insert "a corporation," "a partnership," or "an individual" as applicable. G: \PROJECTS12004 \04056\SPECS 308 IRRIGATION PH2 STG3.doc 3 -4 i UNIT PRICE BID PROPOSAL . (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes /corrections to the bid must be initialed by the signer of the bid, in accordance with . Section 1- 02.5.) CITY OF YAKIMA GENERAL 308 IRRGATION PHASE 2 /STAGE 3 IMPROVEMENTS CITY PROJECT NO. IR2059 HLA PROJECT NO. 04056 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS 1 Mobilization LUMP SUM - - - X = o0 1►S 2 Project Temporary Traffic Control LUMP SUM - - - X = 25060 � r 00 3 Clearing and Grubbing LUMP SUM X = 8 ©v® v 4 Pipe Cleaning and Inspection for Pipes 10- LF 1,425 X 5 � o = 3 5 � -, .— Inch Diameter and Smaller 2. 5 Pipe Cleaning and Inspection for Pipes 12- LF 4,030 X � = 6 ° Inch Diameter and Larger 2 I L o82 eyo °° 6 Obstruction Removal EA 4 X I, D00 . = 400® � 0 7 Access Pit EA 12 X 1500 = 1 $,000 8 Jack/Bore 24 Inch Steel Casing Pipe LF 386 X 475 00 = 183/ 360 v o 0 9 Slipline 18 -Inch HDPE Pipe LF 575 X , = 12.4o 0.6 10 Slipline 16 -Inch HDPE Pipe LF 1,350 X %. 4 = = 46 ,4060. ` w — 11 Slipline 14 -Inch HDPE Pipe LF 2,175 X = 00 52. 0 0 12 Slipline 10 -Inch HDPE Pipe LF 400 X 31('-' = i-2,4 ,o " zs 13 Slipline 8-Inch HDPE Pipe LF 1,090 X Z� = d4• " 14 Slipline 6 -Inch HDPE Pipe LF 460 X Z1 6b = q r ��0, 15 Trench 24 -Inch Steel Casing Pipe LF 187 X l(po = 20,57o 16 Trench 18 -Inch HDPE Pipe LF 75 X = 54,60 q 17 Trench 16 -Inch HDPE Pipe LF 1,435 X 52 7- = -14, z— 18 Trench 12 -Inch HDPE Pipe LF 55 X ��b 5�j5 9 co 19 Trench 8 -Inch HDPE Pipe LF 1,290 X '54 — = 4380 °i^ 20 Trench 6-Inch HDPE Pipe LF 650 X o® = 1 Z� �o , 6© 21 Trench 3 -Inch HDPE Pipe LF 180 X 4 r' _ 1 22 Shoring or Extra Excavation LUMP SUM - - - X = 10, a00 , 23 16 Inch Gate Valve EA 2 X 6c00� °O = ppb 24 14 -Inch Gate Valve EA 3 X 6, 1 � = 61 006 c 25 12 Inch Gate Valve EA 1 X = • 26 10 -Inch Gate Valve EA 1 X = �0 oe) do I :100. ° — 61C�• 27 6 -Inch Gate Valve EA 19 X Vro. = 16110 28 3 -Inch Gate Valve EA 2 X _ (QQ, o0 29 Service Saddle EA 28 X (050t ? " °d' = °d' G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -55 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS = 30 Service Valve EA 56 X a 00 {00. �' S UO , 31 Service Riser EA 28 X {t0 DO 2 E300 °a 0 32 Type 1 Valve Box EA 64 X �- = 00 33 Type 2 Valve Box EA 20 X = (5(' • 34 Service Lateral LF 170 X = O 60 35 Controlled Density Fill CY 52 X 120. -- D l024 p0 36 HMA Repair, Type 1 (3 ") SY 500 X 3Z 90 = 1(�,c X f" 37 HMA Repair, Type 2 (6 ") SY 1,600 X 42.' = "ib zoo, '�° 38 Gravel Surfacing Repair SY 1,900 X 10.50 = t 2350. da 39 Sodded Lawn Repair SY 305 X ZZ v = (O: 40 Cement Concrete Curb and Gutter LF 50 X 3 ®, oo = { L CO 452 41 Concrete Slab, 4 -Inch SY 94 X 60 4 = 4. ZJap d 0 42 Concrete Slab, 6 -Inch SY 425 X �^ = 21,250 °® 43 Crushed Surfacing Top Course TON 1,350 X { 8 = Z4,36o. CFO 44 Select Backfill TON 1,300 X 1 8 � = 23.4 45 Minor Changes FA EST. X 10,000 = 10,000 BID SUBTOTAL it74g,t3i., e A 41 STATE SALES TAX 8.2% 86 064, BID TOTAL IIt34,�31. en a G:\ PROJECTS \2004104056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -6 I BID PROPOSAL SIGNATURE PAGE CITY OF YAKIMA, WASHINGTON GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS CITY PROJECT NO. IR2059 Project No. 04056 Strider Construction Co., Inc 10 -5 -06 ,2006 BIDDER ( CONTRACTOR) DATE A BY President HORIZED OFFICIALS SIGNATURE TITLE es A. Gebhardt James A. Gebhardt (Please print or type name) ADDRESS: 4721 Northwest Drive Phone: 360-380-1234 Bellingham, WA 98226 FAX: 360 - 380 -3456 E -mail address: jimg @striderconstruction.com CONTRACTOR LICENSE NUMBER STRIDCC1210Z NOTE: (1) If the bidder is a co- partnership, so state, giving firm name under which business transacted. If the bidder is a corporation, this proposal must be executed by its duly authorized officials. (2) Bidders shall acknowledge receipt of all addenda, if any, in the space provided on the first page of this proposal. (3) If no bid is submitted, kindly mark "NO BID" on the cover and return to: Huibregtse, Louman Associates, Inc. 801 N. 39 Avenue Yakima, WA 98902 (4) Bidder shall include Bid Bond /Bid Deposit and notarized Non - Collusion Affidavit and Debarment Certification with Bid Proposal. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -7 BID DEPOSIT • Herewith find deposit in the form of a certified check or cashier's check in the amount of , which amount is not less than five percent (5 %) of our total bid for this project. Sign Here OR BID BOND KNOW ALL PERSONS BY THESE PRESENTS That we Strider Construction Co. , Inc. , as Principal, and Travelers Casualty and Surety Company of America , as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of Five Percent (5 %) of Total Amount Bid _ Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligea shall make any award to the Principal for OENERAI. 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS — City Project No, IR2059, according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void: otherwise it shall be and remain in full force and effect and the surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 5th GAY OF October 2006. St.- ider on lctirf Co. , Inc. B •".. 'r"`cipal James A. Gebbardt , �; 7 • rav - °=rs Casualty an. / / Su ty Company of America �f 1. �� P Sure' y Darlene Jakelski,' Attorney -In -Fact October 5, 2006 • 0. \PNwEGTgs2004 \04056\5PEG5 sod IRRIGATION PHZ T[;:! dnc 3 - • WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 1 a ST PAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 214672 Certificate No. ® 00 527882 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Darlene Jakielski, Julie M. Glover, M.J. Cotton, Nancy J. Osborne, S.M. Scott, Steven K. Bush, Michael A. Murphy, Jim W. Doyle, Lawrence J. Newton, Andy D. Phil, Viki Baum, and Theresa A. Lamb of the City of Bothell , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 22nd IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of February 2006 Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company f-SU ,.Q,WIt �t�v BURET oy FlFE : u�,y I\ * """ ,,, + """" R (R TF ORO , tYA.., C fT 4 c �y i r 4 NS A SUq 2 0 J' � � ti Fp ,D ° P . ........ ..q 4` t� \� C O OP �,,, L G . f (� Rf OR'` � 4J:' %- . C ' gtC ) ,2i A > mt i k G ' OR g � � X19 �' � �RDItA � 192 7 g e "' r f H4Ri a t RS: s t 'g' R0. r <� 1951 N i , i w QCNN. `!'c�� a r � Ta f �, � l$'� R �'•. SE AL � CONN. n 'F Leg. in 1896 d in al b 1!� �•/ • N �` �'IF NEV ° 9m, ,„ „ .fS.. 0 ,- i ., * � \ add e t '. �N Art) f State of Connecticut By: City of Hartford ss. G'or W ompson. Sen President On this the 22nd day of February 2006 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty brsurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. it\ In Witness Whereof, I hereunto set my hand and official seal. t W w° C . ttn� ^^JL+ My Commission expires the 30th day of June, 2006. C 400800 * Marie C. Tetreault, Notary Public •4 GIP 58440 -9 -05 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER &w,, r WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDE E . t This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance' Company: St. Paul Guardian hnsurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of Y Y Y an P) Y ) l Y America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, reco nizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and an g Y g g Y g g• any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is M FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the N Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is M FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any . certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. 5 th IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 5 t da y o Oc to b er 06 , , _0 . if s--1'----- .. , Kori M. Iohansdu Assistant Secretary . t 1 pt.su e ` `..., �SUFEry 5," 1A Z'', ”" oN j!..s. 1 I NS TY AN ,e 2 0 l ........ G� 4� . . q9 •'• /J /P/�°�0 WUuetTc ' INCORPORATEO Q • AL a , o j�COAPO•RATfget W O a / � �n�:iFvnv l 'u ore V i .. ( a ir� i i 1951 m�J -3 [l Vk` SEAi,i3 ==. 7 N ux '- � :.S�ia�.Ie `a'� w CO N. o e � CONN. f $�, b , , o' tr 9 x� ' %�2 L O \ �d 7 : A l ' 6 D f �' i ' . .. .. • ',{s e• y ti d H 4 ` �oF NEW ,•,,vtnHC", ' \ „- . ` . . ,- i '....... * ." b0 S ' 1 • e.' N To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, tt the above named individuals and the details of the bond to which the power is attach t, ,eu. I a 1 i t IA WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER • I NON- COLLUSION AFFIDAVIT STATE OF WASHINGTON ) ) ss. NON - COLLUSION AFFIDAVIT COUNTY OF Whatcom ) James A. Gebhardt , being first duly sworn, on oath says that the bid above submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and the said bidder further says that the said bidder has not directly or indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to refrain from bidding; and that said bidder has not in any manner sought by collusion to secure to themselves an advantage over any other bidder or bidders. 1 �r fontractor's ignature) James A. Gebhardt 411 Signed and sworn to (or affirmed) before me on October 5th d o' � ( / b Virginia Fulmer ® ® I C J ��g�ON � A•V< `P ® ® o NOTARY N•. se (/ `. :41 PUBLIC • : ® Nota / bli �� o: My A o •intment Ex�i�•• ��# teesea 1 I I G: \PROJECTS12004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -9 NONDISCRIMINATION PROVISION During the performance of this Contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -10 SUBCONTRACTOR LIST To be Submitted with the Bid Proposal Project Name: CITY OF YAKIMA Project No. 04056 GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non - responsive and therefore void. Subcontractor(s) who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name 1.4 Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -11 Subcontractor List To be Submitted with the Bid Proposal Categories of work exceeding ten percent (10 %) of the contract price to be performed by the prime contractor must be listed below. Prime Contractor Name - r2 D(-R. COvaur51n,J Categories of Work 4,(,L. weActc, ��C�i�'f ti 1562. Sounti 22 YAKGWIA 1 gt3g02 G: \PROJECTS12004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -12 I • SURETY If the Bidder is awarded a construction Contract on this bid, the Surety who provides the Contract Bond will be: Travelers Casualty & Surety Company of America whose address is: 3750 Columbia Center 701 5th Ave. Seattle WA 98104 Street City State Zip 1 BIDDER The name of the Bidder submitting this Bid is Strider Construction Co., Inc. whose address is: 4721 Northwest Drive Bellingham WA 98226 Street City State Zip which is the address to which all communications concerned with this Bid and with the Contract shall be sent. The names of the principal officers of the corporation submitting this Proposal, or of the partnership, or of all persons interested in this Proposal as principals are as follows: .Tames A. Gephardt President Tom Fenton Vice President Ray Gould Vice President Jay S. Van Wingerden Secretary / Treasurer G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -13 I BIDDER'S DATA FORM The following information will be verified by the City of Yakima. 1. Past experience with similar type work; include names, addresses, and telephone numbers of clients, locations of jobs performed, project descriptions, and contract amounts. See Attachment I I I 2. Past maintenance services performed on similar systems; include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions. Strider Construction does not perform maintenance. I 3. Are you currently a named party in any pending litigation? If so, please identify the civil 1 action number and jurisdiction. No 4. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications. Tom Fenton, See attached resume G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -14 5. Provide Washington state Contractor's registration (license) number. STRTT)CC 1 71 0Z NOTE: Complete this Bidder's Data Form and submit with Bid. Failure to submit any or all of the foregoing information will be cause for rejection of the bid affected. G: \PROJECTS12004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -15 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -16 RESOLUTION NO. 0 - 4 8 1 6- A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting, with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement l) attached hereto, now, therefore, BE IT RESOLVED BY TEE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy ", a copy of which is attached hereto and by reference made a part hereof. • ADOPTED BY THE CITY COUNCIL this ....:R 3 ii day of IL-,LA, 1983. )' Mayor ATTEST; 7�Ct h��r City Clerk 3 -17 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this Contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -18 The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after - school, summer, and vacation employment to minority youth. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non- segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non - cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -19 BIDDER'S CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: 4'Qa. Ct o t i CL). J ( certifies that: (BIDDER) 1. Itmtnds to use the followiug listed construction trades in the work under the contract: 2 -- Pizi f crZ9 - vaer ettf,i,AA0M Opq S L r•e.b/s �- and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non- federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: yr, JeAr9 pA ryfazerb Lif-6vegG 4- and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering a•ency prior to th- award of any sub - contract under this Contract the Subcontract. erti =ication requir by these Bid Conditions. (Signature of Authorized Representative of Bidder) JP�t�1�S Pt 4aopea Q�ESIR � G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3-20 SUBCONTRACTOR'S CERTIFICATION Subcontractor's Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract: certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract: and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non- federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: • and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Subcontractor) G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -21 Materially and Responsiveness This certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of this bid. Failure to submit the certification will render the bid non - responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible bidder for government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions, including the failure of such contractor or subcontractor to make a good faith effort to meet its fair share of the trade's goals of minority and women workforce utilization, shall be grounds for imposition of the sanctions and penalties provided at Section 209(a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. In regard to these conditions, if the contractor of subcontractor meets it goals, or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor or the subcontractor shall be presumed to be in compliance with the Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet its goals shall shift to it the requirement to come forward with evidence to show that it has G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -22 met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceeding shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty (30) days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 3 -23 I I PROPOSAL GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2059 I The Bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: I CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS I CERTIFIED CHECK PROPOSAL BOND ❑ ($ ) PAYABLE TO THE STATE TREASURER Pi IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) , , and NATO' E 6 A TH • "ZED • , LS i f J es A. Gebhardt FIRM NAME Strider Construction Co., Inc. (ADDRESS) 4721 Northwest Drive Bellingham, WA 98226 I 360- 380 -1234 PHONE NUMBER 360- 380 -3456 I FAX NUMBER I STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER: STRIDCC1210Z FEDERAL ID NO. 91- 1418799 Note: (1) This proposal form is not transferrable and any alteration of the firm's name entered I hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1 -02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, I please make reference to the following proposal number in your communication. I i G: \PROJECTS \2004 \04056\SPECS 308 IRRIGATION PH2 STG3.doc 3 -24 Strider Construction Co. Inc Bidder's Qualifications Job Name Contract Amount Sub Contracting Agency Owner /Agency Repr ; . entative Class of Work OP Contract # Est. Completion Mailing Address Rep. Company [ If Different ] Prime Representative Phone Number Columbia, Thurston, $894,584.00 P City of Wenatchee Mr. Steve King, P.E. Roadwork Worthen St. lmpr Utilities- Underground 25 N. Worthen, P.O. Box 519 ' _WE3365 3/31/2006 Wenatchee WA 98807- (509)664 -3360 Marblemount LUD #28 $112,601.00 P Public Utility District No. 1 of Skagit Mr. Larry Saunders ' Building Water System Improvement County Pump Station Project P.O. Box 1436 Piping 1 1415 Freeway Drive 11/11/2005 __ I Mount Vernon WA 98273- (360)424-7104 West UGA Utilities $3,067,083.00 P I City of Port Angeles Mr. Steve Sperr Utilities Extension I l 321 East Fifth Street ' I , 05 -01 1/15/2006 i Port Angeles WA 98362- (360)417-4821 Campus Water System $778,175.00 P State of Washington, Dept. of Mr. R. Lee Knawa I I Utilities- Underground Upgrade, Shoreline I General Administration Waterline Community College Division of Engineering and Architec P.O. Box 41012 2004 -004 1/19/2005 I Olympia WA 98504 -1012 I (360)902 -7280 02- Oct -06 Strider Constrimtion Co, Inc. [360i 3804234 Page 1 of 2 • Job Name Contract Amount Sub I Contracting Agency Owner/Agency II :iir putative Class of Work OP Contract # Est. Completion p rime Mailing Address Rep. Company [IT Different) Representative Phone Number Marina Park Pump $414,000.00 P Lake Whatcom Water and Sewer Ms. Melanie Mankamyer, P.E. Pump Station Replacement Project & District Ranch House Pump Station 1010 Lakeview Street Wilson Engineering LLC Wet Wells RC-1 Generator Relocation Submersible Pumps Mechanical Piping 7/15/2005 Bellingham WA 98229- (360)733-6100 Motor Controls 02-Oct-06 SIAM' CaistruthE COE. [350] NO-1234 Page 2 of 2 STRIDER CONSTRUCTION COMPANY, INC. TOM FENTON HIGHLIGHTS • Job Title: Project Superintendent/Vice President ■/ Cement Asbestos Board/Pipe Safety Training Associated with Strider since: January 1998 C -Stop Trained Experience with Other Firms: 23 years • CPR/1 Aid Training ✓ NES Competent Person Awareness Training EXPERIENCE AND QUALIFICATIONS January 1998 - Present Strider Construction Company Owner Mr. Fenton has 30 years experience in utility and roadway construction. As a company owner and job superintendent, he has worked extensively throughout Washington State. Tom has expert knowledge of all aspects of construction. Representative Assignments and Project Responsibilities Include: • 2005 — Project Superintendent, Robe Valley Emergency Watershed Project, Robe, WA. The project involved shoreline stabilization under the guidance of the US Dept. of Agriculture Natural Resources Conservation Service. The work included installation of rock vanes, earthfill along the bank, and bank stabilization using plantings, and other work. Contract Amount: $ 600,000. • 2005 — Project Superintendent, Wenatchee Ave. /Snohomish St. Storm Drain Improvements, Wenatchee, WA The project provided for domestic water and storm sewer system improvements located in a busy arterial roadway. Also included were roadway restoration, a 170' auger bore, and rock excavation. Contract Amount: $ 1.1 Million • 2004 - 2005 — Project Superintendent, Northshore Interceptor Replacements, Lift Stations, Chelan, WA. The work included the construction of four sewage lift stations while keeping existing lift stations operation or bypass pumping. The project also involved slip - lining 3700 feet of 8" line with a new four - inch line on the shores of Lake Chelan. Contract Amount: $1.7 Million • 2004 — Project Superintendent, Goldenrod Bridge Road Improvements, Burlington, WA. The work involved construction of a new connector street and pre -cast concrete girder bridge over an environmentally sensitive wetland. Project included clearing, fill, utilities, curb and gutter, and ACP. The bridge included a concrete deck and is 115 feet long. Contract Amount: $2.1 Million. - 1— \ \FATBOY \Company \Mkting \Resumes \Tom Fenton Resume.doc 10/02/06 • 2004 — Project Superintendent, Wells Creek Road to Mt. Baker Vic., Whatcom County, WA. The work provided for the improvement of SR 542 by clearing and grubbing, drainage modification, pavement repair, asphalt concrete pavement for preleveling Class Superpave 3/8" PG 58 -34, 450 tons /lane mile, asphalt concrete pavement Class Superpave'/2" PG 58 -34, pavement marking, permanent signing, bridge end treatments, bridge approach slabs and pavement seats at five bridges, guardrail installation, 180 each culvert extensions and replacements, erosion control, traffic control, and other work. Contract Amount: $4.25 Million. • 2004 — Project Superintendent, Willis Tucker Community Park, Phase 1, Snohomish County, WA. The project involved development of a 7 acre site to create ball fields, site drainage, utilities, parking, and a 10,000 SF Parks Department administration building. The work included extensive clearing and associated erosion control systems. Contract Amount: $3.7 Million. • 2004 — Project Superintendent, Jimmycomelately Creek Bridge, Clallam County, WA. The project consisted of construction of a 115 foot hollow core plank bridge constructed on drilled concrete shaft footings. The work included a temporary by -pass to re- establish salmon spawing habitat. Contract Amount: $1.3 Million. • 2003 — Project Superintendent, Marine Drive Sewer and Alderwood Gravity Sewer, Bellingham, WA. The work involved installation of 6,300 LF of 18" and 8" gravity sewer main and 30 side services at depths up to 18 feet. This work included roadway repairs and the demolition of an existing pump station. Contract Amount: $1 Million. • 2003 — Project Superintendent, Rural and Sunset Ave. Improvements, Ferndale, WA. The project provided 4,000 LF of street improvements including clearing, grubbing, grading, installing enclosed storm drainage, placement of gravel base, asphalt concrete paving, curb and gutters, sidewalks, approximately 380 LF of sanitary sewer installation, approximately 2,500 LF of water main improvements, and other work. Contract Amount: $2.2 Million. • 2002 — Project Superintendent, District Wide Step System, Skamokawa, WA. The work consisted of the installation of a STEP Tank system for 60 homes and businesses, the entire community. This work included 11,000 LF of sewer force main, two bridge crossings, connection of customers to the new system and restoration. This work was performed in the tidally influenced area adjacent to the Columbia River. Contract Amount: $1.2 Million. • 2001 — Project Superintendent, Lake Louise Road Sewage Interceptor, Bellingham, WA. The project included construction of 6 miles of 12 inch sewer force main, two new pump stations, and the rehabilitation of an existing pump station. Contract amount: $ 4 Million. • 2001 — Project Superintendent, Pipeline to Birch Bay, BP Cherry Point Refinery, Blaine, WA. The project installed 8,500 lineal feet of 5" HDPE by directional drilling, and 2,700 lineal feet of 8" gravity sewer. Contract Amount: $400,000. - 2— \ \FATBOY \Company \Mkting \Resumes \Tom Fenton Resume.doc 10/02/06 • 2001 — Project Superintendent, Fort Warden State Park — Utility Upgrades, Port Townsend, WA. The project included upgrades to the existing sanitary sewer, storm sewer, water distribution system, power system, installation of a new fiber optic communication system, and misc. road improvements. Contract amount: $1.6 Million. • 2000 — Project Superintendent, Health Hazard Area Improvement, Vashon Island, WA. The project consisted of construction of two below ground vacuum pump stations, with an approximate size of 12' x 22' x 20'. The pump stations were constructed using either caisson construction or lag wall shoring methods. These two vacuum pump stations required 32,000 If of 2 '''A" through 6" HDPE pipe of which. 17,000 If was installed using trenchless technologies. In addition we constructed four 48" diameter duplex pump stations. All of this required a new electrical package, complete with generators, controls, HVAC, and telemetry. Contract Amount: $3.4 Million. • 1999 — Project Superintendent, Gaging Station Project, Yakima, WA. The project involved construction of 16 concrete in- channel gaging stations along various irrigation canals and drain. Work included dewatering, bypass piping, excavation, concrete construction, gages, embankment construction and restoration. Contract Amount: $820,000. • 1998 — Project Superintendent, Pacific Beach /Moclips Area Phase I and Phase 2 Sewage Collection System Additions, Moclips, WA. The work involved construction of an extensive sewer collection system including 290 grinder pumps, 3 major pump stations, 5000 feet of gravity sewer, extensive restoration of roadways and residential yards Contract Amount: $4.2 Million. • 1998 — Project Superintendent, Wastewater Collection and Treatment System - Phase 2 Improvements, Ferndale, WA. Work involved installation of 3900 LF of large diameter (greater than 24 ") sewer pipe installed at depths in excess of 14 feet below grade. Work required extensive foundation improvements and dewatering. The pipeline was placed within city streets, requiring restoration. Contract Amount: $1.5 Million. • 1998 — Project Superintendent, Slide Repairs - Columbia Beach Road, Edgecliff Drive, Possession Road, Island County, W.A. The project involved reconstruction of a failed roadway at three locations, using three different types of wall systems. A 2300 sq. ft. Hilfiker Wall was installed at Possession Road to allow reconstruction of a failed roadway section on top of a 100 ft high; 1.5:1 slope. Slope excavation at the wall removed approximately 600 cy from the top of the slope to create a bench at the base of the wall. Soldier pile wall system was used to stabilize a 1:1 slope 60 feet in height at Edgecliff Road and allow removal of 1,000 cy to flatten the down slope. Residences abutted the toe of slope so protective measures were critical. A 12 foot high gabion wall was used to contain and buttress the toe of slope at Columbia Beach. All projects were performed under traffic. Contract Amount: $736,000. • 1998 — Project Superintendent, City of Port Angeles Downtown Watermain, Port Angeles, WA. Work involved removal of six city blocks of street, sidewalks, and retaining walls to install 6,000 FT of ductile iron water main. Restoration included extensive street improvement, brick sidewalks, and retaining wall systems (10,000 SF). Contract Amount: $4.2 Million. - 3— \ \FATBOY \Company \Mkting \Resumes \Tom Fenton Resume.doc 10/02/06 • SELECTED EXPERIENCE WITH OTHER FIRMS • EARTH PIPE & IRON, Owner: 1997 - 1998 Bellingham Airport Apron Expansion Cost: $950,000.00 Edison Subarea Phase II Sewer Improvements Cost: $413,000.00 Bayview Drainage Improvements East Cost: $31,430,760.00 Port Angeles Various Sewer Mains Cost: $205,076.00 Port Angeles Lake Farm Road Cost: $234,355.00 • WATERWORKS, INC., Owner: 1975 - 1997 Birch Bay Sewer & Water District: Double R Ranch Cost $1,355,000.00 City of Coulee, City Sewer System Cost: $1,156,000.00 City of Soap Lake Water System Improvements Cost: $1,123,000.00 City of Quincy Force Main Sewer Cost: $500,000.00 City of Vancouver, SR503 Road Reconstruction and Widening Cost: $6,500,000.00 City of Ferndale Portal Way Sewer Cost: $1,600,500.00 Seattle I -5 Freeway, South Boeing Access Coarsen Avenue Additional Lane Cost: $6,000,000.00 Manchester Navy Fueling Depot Cost: $860,000.00 U.S. Navy, Silverdale Water System Cost: $400,000.00 - 4— \ \FATBOY \Company \Mkting \Resumes \Tom Fenton Resume.doc 10/02/06 SECTION 4 - CONTRACT AND RELATED MATERIALS G: \PROJECTS\2004\04056 \SPECS 308 IRRIGATION PH2 STG3.doc 4-1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this Gt day of f U c,u e.v e-t- , 2006, by and between the City of Yakima, hereinafter called the OWNER, and ( c -. A KJArs! -HAI (si Tiz,q hereinafter called the CONTRACTOR, c ore. —TON WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties hereto covenant and agree as follows: I. The CONTRACTOR shall do all work and furnish all tools, materials, and equipment for GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS — City Project No. IR2059, in accordance with and as described in the attached Plans and Specifications and the Standard Specifications for Road, Bridge, and Municipal Construction, which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) calendar days after Notice to Proceed and shall be completed by the dates set forth in Section 1 -08.5 TIME FOR COMPLETION of the Special Provisions. The first chargeable working day shall be the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. If said work is not completed within the time specified, the CONTRACTOR agrees to pay to the OWNER for each and every working day said work remains uncompleted after expiration of the specified time, liquidated damages as determined in Section 1 -08.9. The CONTRACTOR shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and every part thereof, except such as are mentioned in the Specifications to be furnished by the OWNER. II. The OWNER hereby promises and agrees with the CONTRACTOR to employ, and does employ the CONTRACTOR to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained; and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. The CONTRACTOR for himself, and for his /her heirs, executors, administrators, successors, and assigns does hereby agree to the full performance of all the covenants herein upon the part of the CONTRACTOR. IV. It is further provided that no liability shall attach to the OWNER by reason of entering into this Contract, except as expressly provided herein. V. CONTRACTOR is an independent contractor and not an employee of the OWNER. The OWNER has designated the Contract performance and the CONTRACTOR shall be responsible for the details of that work. The parties recognize the CONTRACTOR has unique skills not otherwise available to the OWNER to accomplish the purpose of the G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 4 -2 Contract. The CONTRACTOR shall supply all equipment and supplies necessary to accomplish the Contract. The parties recognize that the purpose of the Contract is not within the regular course of business of the OWNER. The parties state that the right of control over the activities necessary to perform the Contract are with the CONTRACTOR. IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. OWNER: y „-_ - s i,1 \ ; K' 0 f * City of Yakima, Washington (i ryt r i '‘, ' B y: ;E,.,� - Name: Rich7o , W ais, Jr. Title: City Mana (SEAL) r1 ` `=. , J... : , : .:.,, °�` ger ATTEST: �*,`''//) �'T c C a e: Deborah J. Moore Title: City Clerk CO RACTa'. ,.. /. - • y. am= 1:4' 1 �. % :1/ Pi • (Please P nt or Type) Ad 0 ress: 4 721 Aw.3 -01,1asi- P 4W $Eu-A, W Pr q$ZZb . ®• ® Phone: (3W) 3 12 : f 0 - - . Fv` ®t FAX: c5(4) oei- 5 , 4.4$ . SW ` , 2 / ® � E -mail Address: ' i , e 1,. .. 'fro C ® Q� NOTARY '9 o Employer Identificatis Number: q -- 1 1 Biq°l (SEAL to cn t r ® : PUBLIC e , A TE�� .,� • 41, 3 °ea u Ai + W A Na ! (P -ase Print or ype) -t Ytb - 1 f 5 1 1 201 Cl G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 4-3 CONTRACT BOND BOND TO CITY OI YAKIMA Bond No. 104784176 KNOW ALL PERSONS BY THESE PRESENTS: That we, the undersigned, Strider Construction Co., Inc. T ravelers Casualty and Surety Company as principal, and Y Y P Y of America a corporation organized and existing under the laws of the State of Connecticut as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the City of Yakima in the penal sum of $1,134,839.47 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators, or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington and the Ordinances of the City of Yakima. Dated at y14.74, t on A , Washington, this day of (\p lem e g - , 2006. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to action of the City of Yakima, on 6 \ 2006, the Mayor of said City of Yakima has let or is about to let to the said Strider Construction Co., Inc. , the above bounden Principal, a certain Contract, the said Contract being numbered City Contract No. WA2059, and providing for the construction of GENERAL_ 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS (which Contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said Strider Construction Co., Inc. shall faithfully perform all the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men and all industrial insurance premiums, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold the City of Yakima harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of one year after its acceptance thereof by the City of Yakima, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. 'PRO JEC 1 S12(104104 0 5 61SYECS 308 IRRIGATION t :TG} do 4_4 • • Travelers Casualty and Surety . SURET . :, Comsan. of A erica By: .e • Name: Darlene Jakielski, Attorney-In-Fact (Please Print or Typo) (SEAL) . . • Company: HUB International Northwest, LLC Attest: Address: P.O. Box 3018, Bothell, WA 98041-3018 . Name: N/A (Please Print or Type) .--'' CON "ACTO" rii --r `onstruction Co., Inc. By. NyO A. Gebhardt, President (Please Print or Type) Approved as to Form' , ).- 72 „.9 , -,/ ,,- ,.. /./ ,,/7 t,•', 1 City Attorney G \ PA0hircTSL200410406616PEC.5 :3U8 Wirilcin PON PM 2 I C.:It:lac 4-5 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 1 r STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company • Attorney -In Fact No. 214672 Certificate No. O O O 4 7 6 010 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Darlene Jakielski, Julie M. Glover, M.J. Cotton, Nancy J. Osborne, S.M. Scott, Steven K. Bush, Michael A. Murphy, Jim W. Doyle, Lawrence J. Newton, Andy D. Prill, Viki Baum, and Theresa A. Lamb of the City of Bothell , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 22nd day of February 2006 Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company p r.S 0, _ . • "'r >�' 9URETy y c 'ai'',''',z„ .,- -, �N S G , i ... J „-ry ANO OSIfAfjF a ? :TA � 4'z EJ 4 , 0: j a . . v '• e S� • p � ��O C It �(�a� �S'10 C� n � a f G * -zfo y e >p @: s o ., 2 :, � u. S c ,' WCDflF YL 2 COK,0, ,, W :'o�PPOR,, �,? 9a ,� i 1 1982 0 1977 1927 _ _ ' -•- _ g . '° a P4 - � .c a $.� z S i . n s a HARTFORD, < HARTFORD, ��` z 1 E - " I •n % ' w CCNN. 1696 K s a 1951 s E& ;sEai . o _�:. C ONK. n b in . AN �9 �� 9 `� OF • ' '�`s��nN CE o.°``_ v r a''' a 1 ')..?, s y a'; t ..v,�o .fl NEW �`• .:�� S.... r . 1 0 ,- , 71/ Atti 0441 State of Connecticut By: City of Hartford ss. G orge W ompson, Sen President 22nd February 2006 On this the day of , , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury brsurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. f *O r. T L? 1 H1 Witness Whereof I hereunto set my hand and official seal. M y Commissi expi the 30th day of June, 2006. AUBL�G * W w" ` • Marie C. Tetreault, Notary Public 0. V 58440 -9 -05 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ig WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity ' and Guaranty Insurance Company, Fidelity and Guaranty hTsurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian hTsurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice 11 President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary: and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power ,1 • prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any rertifirate relnting thereto appri f ;na Rrcirl Viva Residams Re Assistant Secretaries or Att F for purposes only of executing attesting bonds ---- - - -..- -- � - - ---- -. -.�. ,� ...., .._ .. ............... .... .. .. ....................... ,,,,.....,....,., .,r ...,.,...., :n- ..,.,...,, r ,mposes .. ^,... .,r .,xccutir,g and „ttcstin bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St, Paul Guardian Insurance Company, St. Paul Mercury Insurance g Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of , 20 Kori M. Johans • t Assistant Secretary a s z ,, 'CpSUq'� vo ` . .�t. t•ih ,st ..s EIRE4 ��} D NS �•',�INSU TY AND esol, tY . �, a °OR F 1 �• `3' '` �pF�0 • Q N? c � C l (( ff Q .�p P ORAi a P n = 'D �. � �. WCORPORAT 1 9�� Yz l�i� - ., m; w �oaaoRar � �. r, 0 ; °� y�] _ ¢ f o = a HARTFORD < �� cv: �� le R 1951 t ! $ 4 ; E rtl n n ; CONIC N tsss . L r 9 �' ti mo - 'o SEA.L o dy RN • '��d AAA r � . H �` M1T_' s ti !S. AN j : y rS . ... a . .. i To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, r1 the above -named individuals and the details of the bond to which the power is attached. POWER Vr HI I ORINtY 15 INVALID WI I HUU I I Ht HtU IiUHUtH Client #: 10635 STRICONS ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/ DNYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Parker Smith & Feek, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bellevue Office HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 2233 112th Avenue NE Bellevue, WA 98004 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Zurich American Ins. Co. Strider Construction Co., Inc. INSURER B: Zurich American Ins. Co. 4721 Northwest Drive INSURER C: Ameri. Guar. & Liab. Ins. Bellingham, WA 98226 INSURER D: Zurich American Ins. Co. • INSURER E: COVERAGES I, THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRC DATE (MM /DD/YY) DATE (MM /DD/YY) A X GENERAL LIABILITY CPO399219503 06/23/06 06/23/07 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $2,000,000 GENERAL AGGREGATE $4,000,000 I GEN'L AGGREGATE LIMIT APPLIES PER: POLICY I ^ PRODUCTS - COMP/OP AGG $4,000,000 PRO JECT LOC B AUTOMOBILE LIABILITY CPO399219503 06/23/06 06/23/07 COMBINED SINGLE LIMIT $1,000 X ANY AUTO (Ea accident) ,000 I ALL OWNED AUTOS APPROVE A TO FORM BODILY INJURY (Per person) $ SCHEDULED AUTOS f i ✓ _ X HIRED AUTOS _ _ s _ I X NON -OWNED AUTOS _,i3QDILY INJURY $ PJ D' E ,9 (Per accident) • � , � � �'" " -- ,:�... PROPERTY DAMAGE eaccident) $ Jr P I GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ EA ACC $ ANY AUTO CITY C F YAKIMA OTHER THAN AUTO ONLY: AGG $ I C EXCESS /UMBRELLA LIABILITY AUC534736801 06/23/06 06/23/07 EACH OCCURRENCE $SEE DESC. X I OCCUR CLAIMS MADE AGGREGATE $BELOW $ DEDUCTIBLE $ X RETENTION $ 0 $ WC STATU- D WORKERS COMPENSATION AND CP0399219503 06/23/06 06/23/07 TORY LIMITS X 0 ER EMPLOYERS' LIABILITY WA STOP GAP E.L. EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER /EXECUTIVE I OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 OTHER I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General 308 Irrigation System Phase 2/Stage 3 Improvements, Project No. 1 04056C-C. City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc. and all subcontractors are included as Additional Insured and coverage is primary and non - contributory (See Attached Descriptions) i CERTIFICATE HOLDER CANCELLATION Ten Day Notice for Non - Payment of Premium • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF YAKIMA DATE THEREOF, THE ISSUING INSURER WILL X()I)tX4CMAIL 45 DAYS WRITTEN I do Huibregtse, Louman Associates, Inc. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,xxxwAkfflemoomoom 801 North 39th Avenue )14P141IRlOMAXIMIN4[ ARXCOlpdXMPXXXXOCO PiQMXEi6(CN KEIINiri[7UARryCC67(Xi(XX Yakima, WA 98902 )3100X€7IXIXIXIMXIX I AUTHORIZED REPRESENTATIVE _____,44...... Z!�...� ACORD 25 (2001/08) 1 of 3 #M67517 SS000 0 ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may • require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The C of In the reverse side o f this form does not constitute contract between I v vuuwu v � ��� u�lvu on li. reverse side Y! this lYrm 4lY��T nYS Vona�il6blSG a l�eu!!Sl SI.L•S SIGlYtlGG!! the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I ACORD 25 -5 2001/08 ( ) 2 of 3 #M67517 DESCRIPTIONS (Continued from Page 1) I per Endorsement UGL- 1175 -A CW, Edition Date 09/03 attached and Auto per policy coverage form. Auto Pollution Liability Endorsement CA 9948, Edition Date 09/02 applies. Umbrella limits are as follows: $1,000,000 I occ. /$1,000,000 agg. ( ( r AMS 25.3 (2001/08) 3 of 3 #M67517 Additional Insured - Automatic - Owners, Lessees Or Contractors Broad Form ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'I. Prem Return Prem. CP0399219503 06/23/2006 06/23/2007 06/23/2006 73791000 $N /A $N /A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. WHO IS AN INSURED (Section H) is amended to include as an insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to additional insureds applies only to "bodily injury", "property damage" or "personal and advertis- ing injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Coverage B, PERSONAL AND ADVERTISING INJURY LIABILITY, but only if: 1. The "bodily injury" or "property damage" results from your negligence; and 2. The "bodily injury", "property damage" or "personal and advertising injury" results directly from: a. Your ongoing operations; or b. "Your work" completed as included in the "products- completed operations hazard ", performed for the additional insured, which is the subject of the written contract or written agreement. C. However, regardless of the provisions of paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: 1. `Bodily injury", "property damage" or "personal and advertising injury" that results solely from negligence of the addi- tional insured; or U- GL- 1175 -A CW (9/03) Page 1 oft Includes copyrighted material of Insurance Services Office, Inc. with its permission. 2. `Bodily injury", "proper, image" or "personal and advertising injury" .ing out of the rendering or failure to render any professional architectural, engineering or surveying services including: a. The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and b. Supervisory, inspection, architectural or engineering activities. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim: 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by an- other insurer under which the additional insured also has rights as an insured or additional insured. F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other in- surance available to any additional insured person or organization unless the other insurance is provided by a contractor other than you for the same operations and job location. Then we will share with that other insurance by the method de- scribed in paragraph 4.c. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as writ- ten. U-GL- 1175 -A CW (9/03) Page 2 of 2 COMMERCIAL AUTO CA 99 48 09 02 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLLUTION LIABILITY BROADENED COVERAGE FOR COVERED AUTOS - BUSINESS AUTO, MOTOR CARRIER AND TRUCKERS COVERAGE FORMS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. A. Liability Coverage is changed as follows: b. After the "pollutants' or any property in 1. Paragraph a. of the Pollution Exclusion applies which the "pollutants" are contained are only to liability assumed under a contract or moved from the covered "auto" to the agreement. place where they are finally delivered, disposed of or abandoned by the "In- 2. With respect to the coverage afforded by Para- sured ". graph A.1. above, Exclusion B.B. Care, Cus- Paragraphs a. and b. above do not apply to Cody Or Control does not apply. "accidents' s° that occur away from premises B. Changes In Definitions owned by or rented to an Insured" with re- For the purposes of this endorsement, Paragraph spect to °pollutants" not In or upon a coy- D. of the Definitions Section is replaced by the ered °auto" if: following: (1) The 'pollutants" or any property in D. "Covered pollution cost or expense" means any which the "pollutants° are contained cost or expense arising out of: are upset, overturned or damaged as 1. Any request, demand, order or statutory or a result of ° the maintenance or use of regulatory requirement; or a covered auto ,and 2. Any claim or °suit° by or on behalf of a (2) The discharge, dispersal, seepage, governmental authority demanding migration, release or escape of the "pollutants' Is caused directly by that the "Insured" or others test for, monitor, such upset, overturn or damage. clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of "pollutants ". "Covered pollution cost or expense" does not include any cost or expense arising out of the actual, alleged or threatened discharge, disper- sal, seepage, migration, release or escape of "pollutants ": a. Before the "pollutants" or any property in which the "pollutants" are contained are moved from the place where they are accepted by the "insured" for movement into or onto the covered "auto "; or CA 99 48 09 02 © ISO Properties, Inc., 2002 Page 1 of 1 l AGENT COPY Client #: 10635 STRICONS ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/ DNYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Parker Smith & Feek, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Bellevue Office ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 2233 112th Avenue NE Bellevue, WA 98004 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Ameri. Intl Spec. Lines Strider Construction Co., Inc. INSURER B: 4721 Northwest Drive Bellingham, WA 98226 INSURER C: INSURER D: INSURER E: COVERAGES ( THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING • ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRC DATE (MM /DD/YY) DATE (MM /DD/YY) GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PR S RENTED PREEMIMI E SES ( ( $ Ea nrcurrenre) — CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PE — I POLICYE P LIMIT CT APP LOC . PRODUCTS - COMP /OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR I I CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- ER - TORY LIMITS ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ A OTHER CPO1276678 06/23/06 06/23/07 $2,000,000 - Each Loss Pollution Liab. $2,000,000 - Aggregate $25,000 - Deductible DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General 308 Irrigation System Phase 2/Stage 3 Improvements, Project No. 1 04056C-C. City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc. and all subcontractors are included as Additional Insured per Endorsement 67624, Edition Date 07/00 attached and coverage is considered primary. CERTIFICATE HOLDER CANCELLATION Ten Day Notice for Non - Payment of Premium SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF YAKIMA DATE THEREOF, THE ISSUING INSURER WILL RIXIXXMO gni( MAIL 45 DAYS WRITTEN I c/o Huibregtse, Louman Associates, Inc. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, J J(x(A K 801 North 39th Avenue > XXsnar XIMIRDCORMARX c xvaxx> x aeexlta MIKI EMr IRKIX» o(xx Yakima, WA 98902 RRMEXAM(wxxx AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) 1 of 2 #M67519 SS000 0 ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificat of Inners..... t h.. sidle. .-.f thin f .t ....i constitute contract 4...i..,.,...-. i The Certificate J! Insurance 11.,G VII the reverse 011!G V! 11110 II)!ILL U!JC0 not LA)!L.7LILULG a contract LJGLYYGGI! the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACCRD 25 -S (2001/08) 2 of 2 #M67519 ENDORSEMENT NO. 4 This endorsement, effective 12:01 AM, June 23, 2006 Forms a part of Policy No: CPO 1276678 Issued to: STRIDER CONSTRUCTION CO, INC. By: AMERICAN INTERNATIONAL SPECIALTY LINES INS. CO. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED(S) ENDORSEMENT It is hereby agreed that the following entity(s) is (are) included as additional Insured(s) but solely as respects liability arising out of the Covered Operations performed by the Named Insured. AS REQUIRED BY WRITTEN CONTRACT All other terms, conditions, and exclusions shall remain the same. AUTHORIZED REPRESENTATIVE or countersignature (in states where applicable) 67624 (7/00) Page 1 of 1 CI0687 Client #: 10635 STRICONS . AOORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(M I PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Parker Smith & Feek, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bellevue Office HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 2233 112th Avenue NE Bellevue, WA 98004 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Zurich American Ins. Co. Strider Construction Co., Inc. INSURER B: Zurich American Ins. Co. 4721 Northwest Drive INSURER C: Ameri. Guar. & Liab. Ins. Bellingham, WA 98226 INSURER D: Zurich American Ins. Co. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ' MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH I POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION _TR INSRL TYPE OF INSURANCE POLICY NUMBER DATE (MM /DD/YY) DATE (MM /DD/YY) LIMITS A X GENERAL LIABILITY CP0399219503 06/23/06 06/23/07 EACH OCCURRENCE $2,000,000 X DAMAGE TO RENTED $300,000 — COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) CLAIMS MADE X OCCUR MED EXP (Any one person) $10 000 PERSONAL & ADV INJURY $2,000,000 GENERAL AGGREGATE $4, 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $4, 000,000 I ^ POLICY im fl LOC B AUTOMOBILE LIABILITY CP0399219503 06/23/06 06/23/07 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 I X ANY AUTO ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ I X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) I GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ I C EXCESS /UMBRELLA LIABILITY X OCCUR CLAIMS MADE AUC534736801 06/23/06 06/23/07 EACH OCCURRENCE $SEE DESC. AGGREGATE $BELOW $ DEDUCTIBLE $ X RETENTION $ 0 $ D WORKERS COMPENSATION AND CP0399219503 06/23/06 06/23/07 WC STATUS X 10TH- ER TORY LIMITS EMPLOYERS' LIABILITY WA STOP GAP E.L. EACH ACCIDENT $1,000,000 ANY PROPRIETOR /PARTNER/EXECUTIVE I OFFICER/MEMBER EXCLUDED? E.L DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L DISEASE - POLICY LIMIT $1,000,000 OTHER I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General 308 Irrigation System Phase2/Stage 3 Improvements, Project No. I 04056C -C - City of Yakima. Burlington Northern and Santa Fe Railway Company and Iron Horse Developement, L.L.C. are included as Additional • Insured per Endorsment UGL- 1175 -A CW, Edition Date 09/03 attached and Auto (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Ten Day Notice for Non - Payment of Premium SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION • THE BURLINGTON NORTHERN AND DATE THEREOF, THE ISSUING INSURER WILLntge(q(JaRX MAIL 45 DAYS WRITTEN ( SANTA FE RAILWAY COMPANY NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFTmamoctifflorglamotim P.O. Box 961073 JaIXWARM4[ w11044INraxxoc OOMZIOXX xcerMIKIIcRar€ cx3tNSKIX SXMXXX Fort Worth, TX 76161 -0073 euxe vxxx I AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) 1 of 3 #M67517 J//�R'�JJQQ SS000 ® ACORD CORPORATION 1988 f I IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). • if SUBROGATION IS WAIVED, subject to the terms_ and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER T Cert ifi c ate of Insurance of this form does _ . .i. The Certificate of f��staiancC on the reverse side O f I this W(fIt UUe3 f10[ constitute a contract between l i the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ! i ! ACORD 25 -S (2001/08) 2 of 3 #M67517 DESCRIPTIONS (Continued from Page 1) I per policy coverage form. Waiver of Subrogation applies to General Liability per Endorsement CG2404, Edition Date 10/93 attached and Auto per policy coverage form. No exclusion for punitive damages applies. I Severability of Interest clause applies. Contractual Liability for Railroads applies per Endorsement CG 2417, Edition Date 10/01 attached. Umbrella limits are as follows: $3,000,000 occ. /$6,000,000 agg. AMS 25.3 (2001/08) 3 of 3 #M67517 Additional Insured - Automatic - Owners, Lessees Or Contractors Broad Form ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add'1. Prem Return Prem. CP0399219503 06/23/2006 06/23/2007 06/23/2006 73791000 $N /A $N /A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. WHO IS AN INSURED (Section H) is amended to include as an insured any person or organizaron whom you are required to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to additional insureds applies only to "bodily injury", "property damage" or "personal and advertis- ing injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Coverage B, PERSONAL AND ADVERTISING INJURY LIABILITY, but only if: 1. The "bodily injury" or "property damage" results from your negligence; and 2. The "bodily injury", "property damage" or "personal and advertising injury" results directly from: a. Your ongoing operations; or b. "Your work" completed as included in the "products- completed operations hazard ", performed for the additional insured, which is the subject of the written contract or written agreement. C. However, regardless of the provisions of paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: 1. `Bodily injury", "property damage" or "personal and advertising injury" that results solely from negligence of the addi- tional insured; or • U-GL- 1175 -A CW (9/03) Page 1 oft Includes copyrighted material of Insurance Services Office, Inc. with its permission. 2. `Bodily injury", "proper, image" or "personal and advertising injury" .ing out of the rendering or failure to render any professional architectural, engineering or surveying services including: a. The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and b. Supervisory, inspection, architectural or engineering activities. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim: 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by an- other insurer under which the additional insured also has rights as an insured or additional insured. F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other in- surance available to any additional insured person or organization unless the other insurance is provided by a contractor other than you for the same operations and job location. Then we will share with that other insurance by the method de- scribed in paragraph 4.c. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as writ- ten. U-GL- 1173 -A CW (9/03) Page 2 of 2 POLICY NUMBER: CP0399219503 COMMERCIAL GENERAL LIABILITY CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: "Any Person or Organization that requires you to waive your rights of recovery, in a written contract or agreement with the Named Insured that is executed prior to the accident or loss" (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV - COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard ". This waiver applies only to the person or organization shown in the Schedule above. NAMED INSURED: STRIDER CONSTRUCTION CO., INC. CG 24 04 10 93 Copyright, Insurance Services Office, Inc. 1992 POLICY NUMBER: CPO 3992195 -03 COMMERCIAL GENERAL LIABILITY CG 24 17 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTUAL LIABILITY ® RAILROADS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Scheduled Railroad: Designated Job Site: ALL CONTRACTS FOR WORK DONE FOR • ALL CONTRACTS FOR WORK DONE FOR RAILROADS RAILROADS (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) With respect to operations performed for, or affecting, Paragraph f. does not include that part of any a Scheduled Railroad at a Designated Job Site, the contract or agreement: definition of "insured contract" in the Definitions sec- (1) That indemnifies an architect, engineer or tion is replaced by the following: surveyor for injury or damage arising out 9. "Insured Contract" means: of: a. A contract for a lease of premises. However, (a) Preparing, approving or failing to pre - that portion of the contract for a lease of prem- pare or approve maps, shop drawings, ises that indemnifies any person or organiza- opinions, reports, surveys, field orders, tion for damage by fire to premises while rented change orders or drawings and specifi- to you or temporarily occupied by you with cations; or permission of the owner is not an "insured con- (b) Giving directions or instructions, or tract "; failing to give them, if that is the primary b. A sidetrack agreement; cause of the injury or damage; c. Any easement or license agreement; (2) Under which the insured, if an architect, d. An obligation, as required by ordinance, to engineer or surveyor, assumes liability for indemnify a municipality, except in connection an injury or damage arising out of the in with work for a municipality; sured's rendering or failure to render pro- fessional services, including those listed in e. An elevator maintenance agreement; Paragraph (1) above and supervisory, in- f. That part of any other contract or agreement spection, architectural or engineering activi- pertaining to your business (including an in- ties. demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. CG 24 17 10 01 © ISO Properties, Inc., 2000 Page 1 of 1 ❑ AGENT COPY SCHEDULE OF WORKING HOURS In accordance with SECTION 1- 08.0(2) HOURS OF WOR JAPWA ONLY), the noal straight . . time working hors for this project will be from _ • vV a.m. to (rmD :oo • p.m., days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked . per week. All hours worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimbursement provisions of SECTION 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES as modified by the Special Provisions. Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and /or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. .41 I C * , CO. ' • ntract. nature .. .tc Pr. {- OT 1 Date G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 4 -6 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS G:\PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 5.1 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Indus - tries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each sub- contractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each sub- contractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRACTOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 5 -2 • State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 ( Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $27.81 1N 5D BOILERMAKERS JOURNEY LEVEL $46.32 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $35.37 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $32.70 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $40.99 1M 5D CARPENTER $32.70 1M 5D CREOSOTED MATERIAL $32.70 1M 5D DRYWALL APPLICATOR $32.70 1M 5D FLOOR FINISHER $32.70 1M 5D FLOOR LAYER $32.70 1M 5D FLOOR SANDER $32.70 1M 5D MILLWRIGHT $41.99 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $40.99 1M 5D SAWFILER $32.70 1M 5D SHINGLER $32.70 1M 5D STATIONARY POWER SAW OPERATOR $32.70 1M 5D STATIONARY WOODWORKING TOOLS $32.70 1M 5D CEMENT MASONS JOURNEY LEVEL $31.46 1N 5D DIVERS & TENDERS DIVER $85.75 1M 5D 8A DIVER TENDER $44.22 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $42.02 IT 5D 8L ASSISTANT MATE (DECKHAND) $41.51 1T 5D 8L BOATMEN $42.02 1T 5D 8L ENGINEER WELDER $42.07 1T 5D 8L LEVERMAN, HYDRAULIC $43.64 1T 5D 8L MAINTENANCE $41.51 1T 5D 8L MATES $42.02 1T 5D 8L OILER $41.64 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $28.64 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 Page 1 YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE JOURNEY LEVEL $43.89 1E 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $52.38 4A 5A • CERTIFIED LINE WELDER $47.88 4A 5A GROUNDPERSON $34.87 4A 5A HEAD GROUNDPERSON $36.75 4A 5A HEAVY LINE EQUIPMENT OPERATOR $47.88 4A 5A JACKHAMMER OPERATOR $36.75 4A 5A JOURNEY LEVEL LINEPERSON $47.88 4A 5A LINE EQUIPMENT OPERATOR $40.87 4A 5A POLE SPRAYER $47.88 4A 5A POWDERPERSON $36.75 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $23.40 1 ELEVATOR CONSTRUCTORS MECHANIC $55.22 4A 6Q MECHANIC IN CHARGE $60.60 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $7.63 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $26.09 1N 5D GLAZIERS JOURNEY LEVEL $21.51 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $28.29 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION /CLEANING /SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.63 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $43.45 10 5A Page 2 YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $27.81 1N 5D PIPE LAYER $28.29 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.63 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $7.63 1 LATHERS JOURNEY LEVEL $32.70 1M 5D METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $41.23 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $51.65 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $39.57 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $42.35 1T 5D 8L �- BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $42.84 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $43.39 1T 5D 8L BACKHOES, (75 HP & UNDER) $41.93 1T 5D 8L BACKHOES, (OVER 75 HP) $42.35 1T 5D 8L BARRIER MACHINE (ZIPPER) $42.35 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $42.35 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $41.93 1T 5D 8L BOBCAT (SKID STEER) $39.57 1T 5D 8L BROOMS $39.57 IT 5D 8L BUMP CUTTER $42.35 1T 5D 8L CABLEWAYS $42.84 1T 5D 8L CHIPPER $42.35 1T 5D 8L COMPRESSORS $39.57 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $39.57 1T 5D 8L CONCRETE PUMPS $41.93 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $42.35 1T 5D 8L CONVEYORS $41.93 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $41.93 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $42.35 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $42.84 1T 5D 8L JIB WITH ATACHMENTS) Page 3 YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $43.39 1T 5D 8L WITH ATTACHMENTS) . CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $43.96 1T 5D 8L WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $39.57 IT 5D 8L CRANES, A- FRAME, OVER 10 TON $41.93 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $44.52 IT 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $42.35 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $42.84 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $43.39 IT 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $43.39 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $43.96 1T 5D 8L CRUSHERS $42.35 1T 5D 8L DECK ENGINEER /DECK WINCHES (POWER) $42.35 1T 5D 8L flFRRI(:K RI III nIN(: $4 IT 5D AI DOZERS, D -9 & UNDER $41.93 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $41.93 1T 5D 8L DRILLING MACHINE $42.35 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $39.57 IT 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $41.93 IT 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP $42.35 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $41.93 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $39.57 1T 5D 8L GRADE ENGINEER $41.93 IT 5D 8L GRADECHECKER AND STAKEMAN $39.57 1T 5D 8L GUARDRAIL PUNCH $42.35 IT 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $41.93 1T 5D 8L HORIZONTAL /DIRECTIONAL DRILL LOCATOR $41.93 1T 5D 8L HORIZONTAL /DIRECTIONAL DRILL OPERATOR $42.35 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $39.57 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $41.93 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $42.84 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $43.39 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $42.35 1T 5D 8L LOCOMOTIVES, ALL $42.35 1T 5D 8L MECHANICS, ALL $42.84 1T 5D 8L MIXERS, ASPHALT PLANT $42.35 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $42.35 1T 5D 8L MOTOR PATROL GRADER (NON - FINISHING) $41.93 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $42.84 1T 5D 8L • OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $39.57 1T 5D 8L OPERATOR PAVEMENT BREAKER $39.57 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $42.35 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $41.93 IT 5D 8L POSTHOLE DIGGER, MECHANICAL $39.57 1T 5D 8L POWER PLANT $39.57 1T 5D 8L PUMPS, WATER $39.57 1T 5D 8L QUAD 9, D -10, AND HD-41 $42.84 1 T SD 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $42.84 1T 5D 8L EQUIP RIGGER AND BELLMAN $39.57 1T 5D 8L Page 4 ( YAKIMA COUNTY Effective 08 -31 -06 ( (See Benefit Code Key) PREVAILING Time Holiday Note Classification WAGE Code Code Code ROLLAGON $42.84 IT 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $39.57 IT 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $41.93 1T 5D 8L ROTO -MILL, ROTO- GRINDER $42.35 IT 5D 8L SAWS, CONCRETE $41.93 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $42.35 1T 5D 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $42.84 1T 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $41.93 1T 5D 8L SCREED MAN $42.35 1T 5D 8L SHOTCRETE GUNITE $39.57 1T 5D 8L SLIPFORM PAVERS $42.84 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $42.35 1T 5D 8L SUBGRADE TRIMMER $42.35 1T 5D 8L TOWER BUCKET ELEVATORS $41.93 1T 5D 8L TRACTORS, (75 HP & UNDER) $41.93 1T 5D 8L TRACTORS, (OVER 75 HP) $42.35 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $42.35 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $42.84 1T 5D 8L TRENCHING MACHINES $41.93 1T 5D 8L TRUCK CRANE OILER /DRIVER ( UNDER 100 TON) $41.93 1T 5D 8L TRUCK CRANE OILER /DRIVER (100 TON & OVER) $42.35 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $42.35 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $39.57 1T 5D 8L YO YO PAY DOZER $42.35 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & i (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS `<_- JOURNEY LEVEL IN CHARGE $34.75 4A 5A SPRAY PERSON $33.00 4A 5A TREE EQUIPMENT OPERATOR $33.43 4A 5A TREE TRIMMER $31.10 4A 5A TREE TRIMMER GROUNDPERSON $23.43 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $51.65 1Q 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $21.51 1B 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.00 1 Page 5 / . YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $15.56 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $29.61 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO /TILE FINISHERS JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $29.75 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $32.75 2P 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $40.51 1B 5A SIGN MAKERS & INSTALLERS (NON- ELECTRICAL) JOURNEY LEVEL sin . n5 1 SOFT FLOOR LAYERS JOURNEY LEVEL $23.11 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.63 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $40.70 1R 5Q STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 PARTY CHIEF $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $29.89 2B 5A HOLE DIGGER /GROUND PERSON $16.81 2B 5A INSTALLER (REPAIRER) $28.68 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $27.82 2B 5A SPECIAL APPARATUS INSTALLER I $29.89 2B 5A SPECIAL APPARATUS INSTALLER II $29.30 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $29.89 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $27.82 2B 5A TELEVISION GROUND PERSON $15.96 2B 5A TELEVISION LINEPERSON /INSTALLER $21.17 2B 5A TELEVISION SYSTEM TECHNICIAN $25.15 2B 5A TELEVISION TECHNICIAN $22.64 2B 5A TREE TRIMMER $27.82 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $27.54 2M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $23.59 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $34.90 1K 5A Page 6 • YAKIMA COUNTY Effective 08 -31 -06 ********************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $30.93 2G 61 DUMP TRUCK & TRAILER $30.93 2G 61 OTHER TRUCKS $30.93 2G 61 TRANSIT MIXER $30.93 2G 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER $17.68 1 Page 7 BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 *************************%*************************************************************** **** * * * * * * * *** ****** * * * ** ** **** OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC i WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED nN SATURDAYS SHAT T RE PAID AT ONE ANn ONE HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EIGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND AL WORKED ON SUNDAYS AND HOT MAYS SHAL RE PAID AT DOUBL THE HOURLY RATE OF ::'AGE E. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHAY I. BE PAID AT ONE AND ONE -HALF TIMES THE HOT TRT Y RATE nF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE E OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF (` WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -2- I. Q. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ( ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. THE FIRST TWO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLYRATE OF WAGE. V. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ( J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -3- 2. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT nnr TI T P THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, ( THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (10). BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -4- 5. V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). UNPAID HOLIDAY: PRESIDENTS' DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (9). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES ( 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET BENEFIT CODE KEY - EFFECTIVE 08 -31 -06 -5 OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. SECTION 6 - TECHNICAL SPECIFICATIONS G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6-1 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS City of Yakima Project No. IR2059 HLA Project Number 04056 CONTENTS PAGE NO. SPECIAL PROVISIONS 6 -3 DESCRIPTION OF WORK 6 -3 1 -01 DEFINITIONS AND TERMS 6 -4 1 -02 BID PROCEDURES AND CONDITIONS 6 -6 1 -03 AWARD AND EXECUTION OF CONTRACT 6 -10 1 -04 SCOPE OF THE WORK 6 -12 1 -05 CONTROL OF WORK 6 -15 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6 -21 1 -08 PROSECUTION AND PROGRESS 6 -37 1 -09 MEASUREMENT AND PAYMENT 6 -43 1 -10 TEMPORARY TRAFFIC CONTROL 6 -52 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 6 -53 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 6 -54 2 -07 WATERING 6 -55 2 -09 STRUCTURE EXCAVATION 6 -55 2 -11 TRIMMING AND CLEANUP 6 -56 3 -01 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 6 -56 3 -02 STOCKPILING AGGREGATES 6 -56 4 -04 BALLAST AND CRUSHED SURFACING 6 -56 5 -04 HOT MIX ASPHALT 6 -57 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 6 -59 7 -09 WATER MAINS 6 -61 7 -12 VALVES FOR WATER MAINS 6 -62 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 6 -63 7 -21 CASING PIPES (NEW SECTION) 6 -68 8 -04 CURBS, GUTTERS, AND SPILLWAYS 6 -69 8 -14 CEMENT CONCRETE SIDEWALKS 6 -70 APPENDIX A BNSF RAILROAD PIPELINE LICENSES APPENDIX B AMENDMENTS TO THE 2006 WASHINGTON STATE DOT STANDARD SPECS G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -2 SPECIAL PROVISIONS FOR CITY OF YAKIMA GENERAL 308 IRRIGATION SYSTEM PHASE 2 /STAGE 3 IMPROVEMENTS City of Yakima Project No. IR2059 HLA Project No. 04056 The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2006 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision ( * * * * * *) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill -in ". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill -in ". Project Specific Special Provisions normally appear only in the contract for which they were developed. DESCRIPTION OF WORK City of Yakima Project No. IR2059 G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -3 This project consists of irrigation system improvements including sliplining approximately 6,030 linear feet of new 6 ", 8 ", 10 ", 14 ", 16" and 18" HDPE pipes; open - cutting approximately 3,670 linear feet of new 3 ", 6 ", 8 ", 12 ", 16" and 18" HDPE pipes; boring approximately 386 linear feet of new 24" steel casing pipe; and installing approximately 28 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe and valves; surface restoration including hot mix asphalt, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation dated 2006, referenced codes and organizations, and these Special Provisions. 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS Section 1 -01.3 is supplemented as follows: The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency ", "Agency" and "Owner" are interchangeable. Engineer: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Inspector: The Engineer's Resident Engineer who observes the Contractor's performance. Standard Specifications: The 2006 Standard Specifications for Road, Bridge, and Municipal Construction published by the 1A/nnhinntnn State fonnr+mont of vv1 lOLl u5.Lwi I N uv n oi icu u Li is V V aoi I i i JLC4L5 v �. N u' u I iii I� of Transportation. Working Drawings: Working drawings are further defined as electrical diagrams, ca t a lo g cut sheets, manufacturer's informational sheets describing salient features, performance curves, or samples of fabricated and manufactured items (including mechanical and electrical equipment) required for the construction project. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -4 1 -01.3 Definitions (October 1, 2005 APWA GSP) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State ", "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for "Contract ". Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -5 Contract Completion Date The date by which the work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will • be authorized in writing by the Engineer whenever there is an extension to the contract time. Physical Completion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting A t th successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 PREQUALIFICATION OF BIDDERS Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder • (October 1, 2005 APWA GSP) Bidders shall be qualified by experience, financing, equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. ily. 1 -02.2 Plans and Specifications (October 1, 2005 APWA GSP) Delete this section and replace it with the following: G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -6 Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 6 Furnished automatically and Contract Provisions upon award Large plans (22" x 34 ") 2 Furnished only upon and Contract Provisions request Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1 -02.5 Proposal Forms (October 1, 2005 APWA GSP) Delete this section and replace it with the following: At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The proposal form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M /WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -7 A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M /WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form P'1 /1A/ MBE s + b satisfied LI II gh such .-IL f VIIII II any LJ /VV /IVIL7C requirements are to be SdLIJIICU through Sll l,ll all agreement. 02064.GR1 Preparation Of Proposal (August 2, 2004) The fifth and sixth paragraphs of Section 1 -02.6 are deleted. 1 -n9.A PRPPARATIfN f1F PRfPnRAI Delete the second paragraph and replace with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount s h a ll have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non - responsive. 1 -02.7 Bid Deposit October 1, 2005 APWA GSP Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If sn stated in the Contract Previsions, bidder must use the bond form included in the Contract Provisions. 1 -02.9 Delivery of Proposal (October 1, 2005 APWA GSP) Revise the first paragraph to read: G: \PROJECTS\2004 \04058 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -8 Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids (Call for Bids) clearly marked on the outside of the envelope, or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. This section is supplemented with the following: Clearly identified sealed bids will be received at the following location before the specified time: Office of the Contracting Agency, Yakima City Hall, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.13 Irregular Proposals (October 1, 2005 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1 -02.6. h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1- 02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. Add the following to Item 2: f. If changes to proposal form entries are not initialized. 1 -02.14 Disqualification of Bidders (October 1, 2005 APWA GSP) Revise this section to read: A bidder may be deemed not responsible and the proposal rejected if: 1. More than one proposal is submitted for the same project from a bidder under the same or different names; 2. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -9 3. The bidder, in the opinion of t he Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder; 4. An unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; 5. There is uncompleted work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the work bid upon; • 6. The bidder failed to settle bills for labor or materials on past or current contracts; 7. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; • 8. The bidder is unable, financially or otherwise, to perform the work; 9. A bidder is not authorized to do business in the State of Washington (not registered in accordance with RCW 18.27); 10. There are any other reasons deemed proper by the Contracting Agency. 1 -02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this s ection to re section � v read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1 -U3 AVVAKU ANU I XtUU I IUN UI (:UN I KAC I 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6-10 lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and /or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1 -03.2 AWARD OF CONTRACT Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency. The Contractor shall submit bids for all schedules and all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items /schedules. 1 -03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within ten (10) calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within ten (10) calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of thirty (30) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. ( * * * * * *) Add the following: Failure to return the required documents within the allotted time shall be considered as non- responsive and shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with Section 1 -03.5. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -11 The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency- furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor w ithi n th prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, imateriaiperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice - president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice - president). Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of two years from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Contract Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 1 -04 SCOPE OF THE WORK 1- 04.1(2) BID ITEMS NOT INCLUDED IN THE PROPOSAL Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifications but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6-12 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, including APWA General Special Provisions, if they are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT /APWA Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT /APWA Standard Plans for Road, Bridge, and Municipal Construction. 1 -04.4 CHANGES Add the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual costs of: (1) Labor, including foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -13 1- 04.4(1) Minor Changes Replace with the following: Payments or credits for changes amounting to $10,000 or less may be made under the bid item "Minor Change." At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1- 04.4, CHANGES. Tile Contractor will L.... .:.4...J o f th.. completed .- .J.... f...- Change. l i IC l.ul III clhfwl will be provided a copy of the t I ipieieu UI uei 101 minor l.I IQI II9G. I I IC agreement for the Minor Change will be documented by signature of the Contractor or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Chance, the Contractor may protest the order as provided in Section 1 -04.5. Payments or credits will be determined in accordance with Sections 1 -09.4. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amo for "Minor Change" in the Proposal to become a part of the total hid by the Contractor. The Contractor is advised that this item may or may not be utilized in this project. 1 -04.6 VARIATION IN ESTIMATED QUANTITIES 1 Add the following: The quantities of the following Bid Proposal Items are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1 -04.6 shall not apply to the Bid items listed below. Payment will be made at the unit contract price for actual quantities of work completed. All Bid Items 1 -04.11 FINAL CLEANUP ( * * * * * *) Add the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely the O s h a ll t action to have s cl w ork completed by o th e r s a nd manner, , u Ic Owner shall action to have such cleanup work completed i�avwu y will deduct such costs from any payment due the Contractor. 1 -04.12 WASTE SITE (NEW SECTION) 1 � The following new section shall be added to the Standard Specifications: Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Owner, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -14 • all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 172 -304, Subchapter 461. 1 -05 CONTROL OF WORK Add the following: The Contractor's attention is specifically directed to the following provisions of this SECTION 1 -05: • SECTION 1 -05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES; paragraphs 3 through 7. • SECTION 1 -05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1, 3, 4, and 5. • SECTION 1- 05.13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRACTOR: paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section. 1 -05.1 AUTHORITY OF THE ENGINEER ( * * * * * *) This section is supplemented with the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1 -05.3 PLANS AND WORKING DRAWINGS ( * * * * * *) Replace the second, third, and fourth paragraphs of SECTION 1 -05.3 of the Standard Specifications with the following: The Contractor shall submit to the Engineer for review and approval, six copies of all Shop Drawings required in the project documents. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable the Engineer to review the submittal. At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifications. When the Contractor does call such deviations to the attention of the Engineer, the G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -15 Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. Unless otherwise approved by the Engineer, Shop Drawings and samples shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the Shop Drawing, or other means, that he (the Prime Contractor) has checked the Shop Drawing. The Contractor's stamp of approval on the Shop Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, nr similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Contract Documents. Shop Drawings shall be submitted in sufficient time to allow the Engineer not less than 20 working days for review. The practice of submitting incomplete or unchecked Shop Drawings for the Engineer to rnrrert nr finish will not ha acre ntahle and Shnn frawinns which in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form. The Engineer will review with reasonable promptness Shop Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions. When the Shop Drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the Shop Drawings may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Shop Drawings or samples for review. No changes shall be made by the Contractor to resubmitted Shop Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Shop Drawings. Where a Shop Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. 1- 05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall maintain a neatly marked, full -size set of record drawings showing the final location and layout of all new construction. Drawings shall he kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -16 Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked - up prints are delivered to the Engineer. 1 -05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES Section 1 -05.4 of the Standard Specifications shall be revised as follows: No construction staking is required for this project. The Contractor shall be responsible for construction staking where deemed necessary by him. 1 -05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -17 The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) ( * * * * * *) The following new section shall be added to the Standard Specifications: If, within two years after the date of Final Acceptance of the Work by the Contracting Agency, ... utho ized .,.I. discovered, the Contractor shall ptl . /1l�.ellhy, UCICIaIVe and unauthorized work is UIJGUVe1CU, 111C I.JVIItIdl.tVl Jlldll promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non - defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the O SEC provisions of TIN 1_05 -. 7 of these Specifications provisions ..l sse veav + . e e vvs,+ of these v N vv + +evs.. d +ve .v, The Contractor agrees the above two -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after two (2) years, but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1 -05.11 FINAL INSPECTION Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1) SUBSTANTIAL COMPLETION DATE When the Contractor considers the work to be substantially complete, the Contractor shall • so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, ill t the Substantial Completion D if after this inspection +he Engineer VUI1 racLUI, will sCI. the vUUJI.al Vial VVI I I vale. II, after this inspection ul�.. Engineer IL '..I does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. completion, receipt Upon t of written notice concurring denying ing in or denying substantial c om whichever is I N .p,..,�..,.. applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -18 The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. ( * * * * * *) Add the following: To be considered substantially complete, the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. 1- 05.11(2) FINAL INSPECTION AND PHYSICAL COMPLETION DATE ( * * * * * *) When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1- 05.11 OPERATIONAL TESTING ( * * * * * *) It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -19 the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1 -05.13 Superintendents, Labor and Equipment of Contractor (nrtnhir 1 2nn APWA r.cP1 Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section I i - 02. r , the LUI lLl acti il.r Agency Will Lake these performance r i rai ice r epor L5 into o ac coun lL. 1 -05.16 Water and Power (New Section) (October 1, 2005 APWA GSP) Water for construction purposes shall be fi irnisherl and applied in accordance with these provisions and SECTION 2 -07 of the Standard Specifications modified as follows: Water Supply: Water for use on the projects shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regulations. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1 -05.17 Oral Agreements (New Section) (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1 -05.18 TESTING (NEW SECTION) The following shall be added to the Standard Specifications: The Contractor shall be responsible for placing all materials as required by the Standard Specifications and these Contract Documents. All materials testing shall be performed by the Owner to assure compliance with the Specifications. The Contractor shall provide access and equipment (backhoe, etc.) for testing as required. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -20 Trench Backfill All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor). Roadway Embankment Roadway embankment compaction shall be as specified in SECTION 2- 03.3(14). Roadway Subgrade Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Compaction of ballast and crushed surfacing shall be as specified in SECTION 4- 04.3(5). Cement Concrete Curb, Gutter, and Sidewalk Concrete strength cylinders shall be taken and tested as determined by the Owner. Asphalt Paving Compaction of asphalt concrete pavement shall be as specified in SECTION 5- 04.3(10)B. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 LAWS TO BE OBSERVED ( * * * * * *) Add the following: Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -21 The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, al ld methods, and for all damage or injury resulting from pp y � J y y their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously. and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1-07.2 STATE SALES TAX Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax O 1, 2005 Apin/A GSP) 1- 07.2(1) GENERAL The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2(1) through 1- 07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(2) State Sales Tax — Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads e which are ow n e d b a m uni c ip a l co rp o r a ti o n n r political subdivision of the state or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those G: \PROJECTS \2004 \04058 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -22 that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1- 07.2(3) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1- 07.2(4) SERVICES The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 0706.GR1 Permits And Licenses Section 1 -07.6 is supplemented with the following: 07061.GR1 (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. 1- 07.9(5) REQUIRED DOCUMENTS Add the following: If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10 -0010 Yak.E. 1- 07.13(3) RELIEF OF RESPONSIBILITY FOR DAMAGE BY PUBLIC TRAFFIC Replace with the following: G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -23 When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction. 1 -07.17 UTILITIES AND SIMILAR FACILITIES 0717.FR1 ki cv1 uaH y .i cvv Utilities and Similar Facilities Section 1 -07.1 is supplemented with the following: Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. The following addresses and telephone number of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: City of Yakima 129 North Second Street, Yakima, WA 98901 (509) 698 -7328 Pacific Power 500 N. Keys Road, Yakima, WA 98901 (509) 575 -3146 Cha Communications 1005 No. 16 Ave., Yakima, WA 98902 (509) 49 7715 JT' 1 1J Cascade Natural Gas P.O. 12 6 Yakima, Cascade I�aturai Gas v Box 1286, 1 anima, vvr-� 98907 (509) 457 -5905 Qwest 8 S. 2 Avenue, Yakima, WA 98902 (509) 575 -7183 Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One Call Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1- 800 -424 -5555. If no one - number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility nrgani7atinns (ni ihlir anti privates) in th fieslrl to familiarises himcalf %AIith c'xicting �uti!ity locations, along with familiarizing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area, The proposed construction work must he coordinated with these u Itility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -24 The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE Delete this section in its entirety, and replace it with the following: 1 -07.18 Public Liability and Property Damage Insurance (October 1, 2005 APWA GSP) 1- 07.18(1) GENERAL REQUIREMENTS The Contractor shall obtain and keep in force during the term of the contract and until 30 days after the physical completion date, unless otherwise indicated below, the following insurance with insurance companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. The insurance provided must be with an insurance company with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve the security of the insurance provided, the company, terms and coverage, and the Certificate of Insurance. If any policy is written on a claims made form, the retroactive date shall be prior to or coincident with the effective date of this contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims made form coverage shall be maintained by the Contractor for a minimum of three years following the expiration or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ( "tail ") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. The policies of insurance shall contain a "cross liability" endorsement substantially as follows: The inclusion of more than one insured under this policy shall not affect the rights of any insured as respects any claim, suit, or judgment made or brought by or for any other insured or by or for any employee of any other insured. This policy shall protect each insured in the same manner as though a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. The policies of insurance for general, automobile, and pollution policies shall be specifically endorsed to name the Contracting Agency and its officers, elected officials, employees, agents and volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s). In addition, Contractor's insurance shall be primary as respects the Contracting Agency, and any other insurance maintained by the Contracting Agency shall be excess and not contributing insurance with the Contractor's insurance. The Contracting Agency shall be given at least 45 days prior written notice of any cancellation, reduction in coverage, or other material change in any insurance policy. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -25 Insurance shall provide coverage to the Contractor, all subcontractors, and the Contracting Agency. The coverage shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. Contractor hereby assumes all risk of damage to its property, or injury to its officers, directors, agents, contractors, or invitees, in or about the Property from any cause, and hereby waives all claims against the Contracting Agency. The Contractor further waives, with respect to the Contracting Agency only, its immunity under RCW Title 51, Industrial Insurance. I Innn rPrii iACf fhP rnntrnrtnr c fnnn,arri to the rnntrarti Onenry the nrininol r,nlir , nr endorsement obtained, to a Contractor's policy currently in force. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the Contracting Agency may, after giving five working days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums sn expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance shall be incidental to and included in the unit contract prices of the contract and no additional payment will be made. ( * * * * * *) This section is supplemented with the following: Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, inc., and all subcontractors as "additional insureds" and shall stipulate that the policies named thereon cannot be canceled unless at least forty -five (45) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: "Failure to mail such notice shall impose no obligation or liability of any, kind upon the company, its agents, or representatives." 1- 07.18(2) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1. A policy of Commercial General Liability Insurance, written on an insurance industry standard occurrence form: (CG 00 01) or equivalent, including all the usual coverage known as: G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -26 Per project aggregate endorsement (CG2503) Premises /Operations Liability Products /Completed Operations — for a period of two years following final acceptance of the work. Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap or Employers Contingent Liability Explosion, Collapse, or Underground (XCU), (as applicable)* Liquor Liability /Host Liquor Liability (as applicable)* Fire Damage Legal Blasting (as applicable)* * These coverage are only required when the Contractor's work under this agreement includes exposures to which these specified coverage respond. If the contract requires working over water, the following additional coverages are required, if so stated in the Contract Provisions: a. Watercraft, owned and non -owned b. U.S. Harborworkers' /Longshoremen and Jones Act If any structures are involved in the contract, the Contractor shall provide property insurance under an "All Risk Builder's Risk" form in an amount equal to the value of the structure. The structure shall have All Risk Builders Risk Insurance inclusive of earthquake and flood subject to customary industry deductibles. Other additional coverages that may be required will be listed in the Contract Provisions. Such policy(ies) must provide the following minimum limits: Bodily Injury and Property Damage $1,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury $1,000,000 Each Occurrence $50,000 Fire Damage Stop Gap Employers Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 2. Commercial Automobile Liability: as specified by Insurance Services Office, form number CA 0001, Symbol 1 (any auto), with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" as defined in exclusion 11 of the commercial auto policy are to be transported. Such policy(ies) must provide the following minimum limit: Bodily Injury and Property Damage $1,000,000 combined single limit 3. Excess or Umbrella Liability $1 million per occurrence and aggregate G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -27 4. A Pollution Liability policy, required if so stated in the Contract Provisions, providing coverage for claims involving remediation, disposal, or other handling of pollutants arising out of: (1) Contractor's operations related to this project; (2) transportation of hazardous materials to or from any site related to this project, including, but not limited to, the project site and any other site, including those owned by the Contractor or for which the Contractor is responsible; and (3) remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos. Such Pollution Liability policy shall provide the following minimum coverage for Bodily Injury and Property Damage: $1,000,000 per occurrence 5. Professional Liability: Required if design services are a part of the work, to cover damages resulting from professional errors and omissions. Such policy must provide the following minimum coverage: $1,000,000 per claim and annual aggregate. 6. A policy of Worker's Compensation, as required by the industrial insurance Laws of the State of Washington. As respects Workers' Compensation insurance in the state of Washington, Contractor shall secure its liability for industrial injury to its employees in accordance with the provisions of RCW Title 51. If Contractor is qualified as a self - insurer in accordance with RCW 51.14, Contractor shall so certify by letter signed by a corporate officer indicating that it is a qualified self insured, and setting forth the limits of any policy of excess insurance covering its employees. 1- 07.18(3) SUBCONTRACTORS Contractor shall include all subcontractors as insureds under its policies or shall furnish separate evidence of insurance as stated above for each subcontractor. All coverage for subcontractors shall be subject to all the requirements stated herein and applicable to their profession. 1- 07.18(4) EVIDENCE OF INSURANCE • When the Contractor delivers the executed contract for the work to the Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. The certificate must conform to the following requirements: • 1. An ACORD certificate Form 25 -S, showing the insuring company, policy effective dates, limits of liability and the Schedule of Forms and Endorsements. 2. A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional Insured(s), and stating that coverage is primary and noncontributory, showing the policy number, and signed by an authorized representative of the insurance company on Form CG2010 (ISO) or equivalent. 3. The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the Contracting Agency: "Failuure to mail such notice shall impose no obligation or liability of any kind upon the company." 1- 07.18(5) SELF- INSURANCE Should Contractor be self- insured for any liability coverage, a letter from the Corporate Risk Manager, or appropriate Finance Officer, is acceptable — stipulating if actuarially funded and fund limits; plus any excess declaration pages to meet the contract requirements. Further, G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -28 this letter shall advise how Contractor would protect and defend the Contracting Agency as an Additional Insured in their Self- Insured layer, and include claims - handling directions in the event of a claim. 1- 07.18(6) RAILROAD INSURANCE REQUIREMENTS (NEW SECTION) The following new section shall be added to the Standard Specification: Railroad Protective Liability Insurance naming only the Licensor as the Insured with coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The policy shall be issued on a standard ISO form CG 00 35 10 93 and include the following: • Endorsed to include the Pollution Exclusion Amendment (ISO form CG 28 31 10 93) • Endorsed to include the Limited Seepage and Pollution Endorsement. • Endorsed to include Evacuation Expense Coverage Endorsement. • No other endorsements restricting coverage may be added. • The original policy must be provided to the Licensor prior to performing any work or services under this Agreement • In lieu of providing a Railroad Protective Liability Policy, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. A copy of the application for Blanket Railroad - Protective Liability Insurance is included on the following page. It is anticipated this insurance may cost approximately $1,500.00 per permitted crossing. FOR CONTRACTORS OBTAINING RAILROAD PROTECTIVE INSURANCE A certificate of insurance is required evidencing $5M per occurrence /$10M aggregate general liability coverage including contractual liability with the "work within 50 feet of a railroad" exclusion deleted. The certificate should also evidence the addition of The Burlington Northern and Santa Fe Railway Company, P.O. Box 961073, Ft. Worth, Texas 76161 -0073 as an additional insured. Other Requirements: • All policies (applying to coverage listed above) shall contain no exclusion for punitive damages and certificates of insurance shall reflect that no exclusion exists. • The certificate of insurance must reflect waiver of subrogation endorsement. Licensee further waives its right of recovery, and its insurers also waive their right of subrogation against Licensor for loss of its owned or leased property or property under its care, custody or control. • All policies required above (excluding Workers Compensation and if applicable, Railroad Protective) shall include a severability of interest endorsement and shall name Licensor and Iron Horse Development, L.L.C. as an additional insured with respect to work performed under this agreement which shall be indicated on the certificate of insurance. • Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Best =s Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -29 BNSF Railway Company Blanket Railroad Protective Program — Leases /Permits Application for insurance BNSF REQUIRES RAILROAD PROTECTIVE LIABILITY INSURANCE IN THE NAME OF BNSF RAILWAY COMPANY FOR LIMITS OF LIMITS OF $2 MILLION PER OCCURRENCE /$6 MILLION IN THE AGGREGATE PER ISO /RIMA POLICY FORM C000351093 ENDORSED TO INCLUDE LIMITED SEEPAGE, POLLUTION AND EVACUATION COVERAGE. Cono h lame/ th ee . Y E S NO i . vvi ni a�,wi i vai i icr / c you a iC Neri i u uCC. YES NO V Address Have you applied for a permit YES NO Do you have a contract with BNSF:YES NO If not, who is the contract with: Contractor Contact: (Name) (Phone) 2. Who is your BNSF Contact Person: (Phone) 3 Jnh Description' Job Location: If applicable Project No. Ple Specify L imits NPPr1Pri $21M11/$6M: 1 $5M /$10M: Transverse: YES NO Longitudinal: YES NO Open Cut: YES NO Length (feet): Underground # of Bores: Overhead or Underground 4. Start Up and Estimated Completion Dates: 5. Contract Cost Total: Contract Cost Within 50 Feet of Track: 6. Permittee's Insurance: A certificate of insurance is required evidencing $5MM per occurrence/$10M11/1 aggregate general liability coverage including contractual liability with the "work within 50 feet of a railroad" exclusion deleted. The certificate should also evidence the addition of BNSF Railway Company, P.O. Box 961073, Ft. Worth, Texas 76161 -0073 as an additional insured, including 30 days cancellation notice, or as required by contract. 7. Quoted Premium: Quoted By: Date: To re a quote, please complete form and fax to 214 Q lid for 30 f d r ��� - u - �� - rr Quotation i i5 'valid IUI ov - Uc1y5 onli y, thereafter we will close our file. In order to bind coverage, we will need a check sent for the minted premium made payable to Marsh I IRA, Inc., I RRP Contacts: referencing account # 101180 to the below Lock Box, Rosa M. Martinez, Phone: 214 - 303 - 8519 along with a copy of this completed form: e - mail: Rosa.IvLMartinez@marsh.com Marsh USA Inc Linda Baker, Phone 214 303 8430 Lockbox Number 973770 e -mail: Linda.H.Baker(i4marsh.com TX1 0006 Fax No. 214 303 8021 14800 Frye Road Fort Worth, TX 76155 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) Construction Under Traffic (October 1, 2005 APWA GSP) Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 2. Keep existing traffic signal and lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. ( * * * * * *) Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -31 to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1- 07.23(2) Construction and Maintenance of Detours (October 1, 2005 APWA GSP) Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two -way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: '1 Detours nnrd detour bririnoe that will accom rnorl m tr rl nor+ord from the roadway, 1 V(14.(1LA1J 0411(4 LAL'4.(1L.II 114 IL1 1.11044. VV111 Ut'L,V111111VlAULV 1.1(4111(1 (1I V 14(1111 4.11(1 4(10404 VVO4 y , bridge, sidewalk, or path during construction, • 2. Detour crossings of intersecting highway, and 3. Temporary approaches. And add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open, unless work is occurring immediately in front of the doorway. 6. It shall be the responsibility of the Contractor to maintain pedestrian traffic and business access throughout the duration of the project. At a minimum, the Contractor shall: a. Minimize the disruption in front of the business access by removing sidewalk on either side of the access and leaving the existing sidewalk in place as Tong as possible and, likewise, shall sequence the installation of the new sidewalk to provide access to the business; b. Provide gravel surfacing (crushed surfacing top course) access across the construction area to the door of the business; c. Provide boardwalks and bridging where gravel surfacing cannot be provided or, by the nature of the business or where directed by the Engineer, wheeled access by strollers and wheelchairs is critical to the business and cannot be provided through the gravel surfacing; d. Provide temporary sidewalk signs directing pedestrians through the construction, notifying pedestrians of alternative routes, and directing pedestrians to businesses where means of access is not obvious; and e. Adjusting times of construction immediately in front of a business access to times of the day when the business is closed, or business activity is light. For example, construction in front of a deli would be restricted during the lunch hour. f. When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant /occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. G: \PROJECTS \20041040581SPECS 308 IRRIGATION PH2 STG3.doc 6 -32 Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer, the City Public Works, and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is reopened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. Add the following: Local access shall be maintained to the residents within the project limits at all times. 0723012.FR1 (April 5, 2004) The construction safety zone will be determined as follows: When the posted speed is 35 MPH or under, the safety zone will be 10 feet from the outside edge of traveled way or 5 feet beyond the outside edge of the sidewalk. When the posted speed is from 40 to 55 MPH the safety zone will be 15 feet from the outside edge of traveled way. When the posted speed is 60 MPH or over the safety zone will be 30 feet from the outside edge of traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 1- 07.23(3) RAILROAD PROTECTIVE SERVICES (NEW SECTION) Protective services, including railroad flagging and other devices, may be required by the Burlington Northern and Santa Fe Railway Company (BNSF) as a result of the Contractor's operations to protect BNSF's facilities, property, and movement of its trains or engines. Costs G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -33 incurred by BNSF for providing protective services shall be at the sole expense of the Contractor. The nature and extent of protective services, personnel, and other measures required will, in all cases, be determined by BNSF. Nothing in these specifications will limit in any way BNSF's right to determine and assign the number of men, the classes of men for protective services, nor other protective measures it deems necessary. In General, BNSF will furnish protective services: A. For any excavation below elevation of track subgrade if, in the opinion of BNSF's representative, track or other railroad facilities may be subject to settlement or movement. For all work done over or adjacent to the track if, in the opinion of BNSF's representative, said work represents a hazard to BNSF. B. During any clearing, grubbing, grading, or blasting in proximity to the facilities which, in the op L1 s.esv::e o repreoe111.cte1VG, may endanger Vr flltCfICIC VVILIi rdliiVQU idGiilUCJ Ur operations. C. When any of the Contractor's operations are carried on within or near railroad right of way and, in the opinion of BNSF's representative, could endanger railroad facilities or create a hazard to railroad operations. Communications Linemen and /or Signalmen may be used to protect communications and signal facilities if deemed neue , dry by BNSF. For the protection of the property and to ensure the safe operation of trains of BNSF and of other companies lawfully using the track or occupying the right of way of said company, the following terms, together with the other provisions of this Contract, will govern and be binding: 1. All permits and agreements must be in effect, required payments made, and insurance certificates received and approved prior to Contractor entering Railroad right of way. Insurance must remain in effect during the entire project. 2. Contractor must have Railroad approved "Construction Plans" prior to commencing work on a project. No change will be made to "Construction Plans" without approval of all parties involved. Approved revised plan will be furnished to all parties prior to implementation of changes. 3. Pursuant to Federal Regulation, flagging protection is always required when equipment crosses or is working within 25 feet of any live track. When deemed necessary by local Railroad officers, a flagman may be required at all times while working on Railroad right of way in high- density rail traffic areas. The Contractor shall notify BNSF a sufficient time in advance whenever he is about to perform work adjacent to the tracks to enable BNSF to provide flagging or other protective service. 4. No construction will be allowed within 15 feet of center of track unless authorized by Railroad's Railmasi r and as shIJVVIi on Plan approved by the Railroad. This includes any excavation, slope encroachment, and driving of sheet piles. 5. Absolutely no piling of construction materials or any other material, including dirt, sand, etc., within 15 feet of center of any secondary track (25 feet of main line and siding tracks) or on property of the Railroad not covered by construction easement, G: \PROJECTS\2004 \04055 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -34 lease, or agreement. A 10 -foot clear area on both sides of a main track must remain unobstructed at all times to allow for stopped train inspection. 6. The Contractor shall exercise care in all operations and shall at his or its expense adequately protect the property of BNSF and its appurtenances, property in its custody, or persons lawfully upon its right of way, from damage, destruction, interference, or injury and shall so prosecute the work as not to interfere with BNSF or its appurtenances, or any of BNSF's trains or facilities, and shall complete the work to a condition that shall not interfere with or menace the integrity or safe and successful operations of BNSF or its appurtenances, or any of BNSF's trains or facilities. 7. The Contractor shall not transport any equipment, machinery, or materials across BNSF's tracks, except at a public crossing, without the written consent of BNSF. 8. Crossing of any Railroad tracks must be done at approved locations and must be over full depth timbers, rubber, etc. Any equipment with steel wheels, lugs, or tracks must not cross steel rails without aid of rubber tires or other approved protection. 9. All temporary construction crossings must be covered by a Private Roadway & Crossing Agreement, and must be barricaded when not in use. 10. Contractor must furnish details on how he will perform work that may affect existing drainage and /or possible fouling of track ballast as well as removal of overhead bridges /structures. (Structures and bridge spans over tracks must be removed intact.) 11. BNSF will specify what periods will be allowed the Contractor for executing any part of the work in which BNSF's tracks will be obstructed or made unsafe for operation of railroad traffic. 12. With respect to the Contractor's operations in carrying out the work, the Contractor shall employ such watchmen as may be necessary to prevent obstruction of the railroad track and interference with train movements. Such watchmen shall cooperate with BNSF's flagmen or employees to ensure the safety of train movements. 13. In the event an emergency occurs in connection with the work specified, BNSF reserves the right to do any and all work that may be necessary to maintain railroad traffic. If the emergency is caused by the Contractor, the Contractor shall pay BNSF for the cost of such emergency work. 14. No act of BNSF in supervising or approving any work shall reduce or in any way affect the liability of the Contractor for damages, expense, or cost which may result to BNSF from the construction of this project. 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -35 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is ..: .L.I,. .. that the ... L.a of __a_.. has been _ � If the Contractor delayed i _ available or that the r ig. ht of entry has been received. I I the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The • • Contractor agrees that such delay shall not be a breach of contract. Each prnpPrty owner shall be given 48 hours notice prior to en b th C o nt rac t or. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established: 1 -07.28 SAFETY STANDARDS (NEW SECTION) ( * * * * * *) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -36 conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1 -07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) ( * * * * * *) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant /occupants of the property 48 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (October 1, 2005 APWA GSP) 1- 08.0(1) Preconstruction Conference (October 1, 2005 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Owner, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial preliminary progress schedule submitted per Section 1 -08.3; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction meeting the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. ( * * * * * *) This section is supplemented with the following: All payments for Lump Sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item, except mobilization, or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -37 approved by the Engineer as described in Section 1 -08 Prosecution and Progress before the first payment is made. 1- 08.0(2) Hours of Work (October 1, 2005 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. and 6:00 p.m. is not required. Such requests shall be submitted to the Engineer nn later than nnnn on the w orkin g day prior to the day for w hi c h the Contractor is re .. . ... . ., . .. . .. ,. .. .... .. . ... .. ..... ...... t ... . ..+ . .. se.v day }. !u: which s!!ti.. v veete ea srtve is eGi. tee 7s permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during_ these hours may be revok a t an ti th Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the work; requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency employees who worked during such times, on non Federal aid projects; considering the work performed on Saturdays and holidays as working days with regards to the contract time; and considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24 -hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. 1- 08.0(2) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph: The "Schedule of Working Hours" form bound in the Contract and Related Materials section of th Contra Documents shall w be e by the Contr p rior to be executed ., to �. Contractor �,tve prior construction and shall be discussed at the preconstruction conference to formally establish the normal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time the Contractor and /or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1- 08.0(3). G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -38 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES Replace with the following: Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1- 08.0(2) HOURS OF WORK, such work shall be considered as overtime work. On all overtime work a Resident Engineer will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time. The Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. 1 -08.1 SUBCONTRACTING Add the following: The Contractor shall submit a "Request to Sublet" form, found on the following page, to the Engineer for review prior to the identified subcontractor beginning any work on the project. 1 -08.3 PROGRESS SCHEDULE Delete the first paragraph and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -39 Washington State i Department of Transportation Request to sublet Work ❑ Subcontractor ❑ Lower Tier Subcontractor Prime Contractor Federal Employer I.D. Number * State Contract Number Job Description (Title) Request Number Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor 1Federal Employer !.D. Number * Address Telephone Number City State Zip Code Estimated Starting Date if Lower Tier Subcontractor, ID of Corresponding Subcontractor * If no Federal Employer I.D. Number, Use Owner's Social Security Number j Item No. I Partial Item Description Amount • I understand and will insure that the subcontractor will Prime Contractor Signature Date comply fully with the plans and specifications under which this work is being performed. Department of Transportation Use Only Percent of Total Contract ❑ DBE ❑ MBE ❑ vvaE This Request % Remarks: Previous Requests Sublet to Date Project Engineer Date Approved - Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421 - 012 EF Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor Revised 6/97 Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. Delete the next to the last sentence of the second paragraph. 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA ONLY) SECTION 1 -08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. The Contractor shall not delay the start of construction activities. The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1- 08.10(1) of the Standard Specifications. 1 -08.4 Notice to Proceed and Prosecution of the Work (October 1, 2005 APWA GSP) Revise this section to read: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 1 -08.5 TIME FOR COMPLETION ( * * * * * *) The Contractor is advised that all GENERAL 308 IRRIGATION SYSTEM PHASE 2 / STAGE 3 IMPROVEMENTS required to provide customers with unrestricted irrigation water use shall be completed no later than March 16, 2007. Final paving and other repair work may be completed following March 16, 2007, but shall be completed no later than April 13, 2007. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -41 conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclement" weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being • currently spent on the controlling operation or critical path activity. Delete Item f. found in the APWA Supplement. 1 -08.5 Time for Completion (October 1 2005 APWA GSP) Revise the fourth and fifth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. The contract provisions may specify another starting date for contract time, in which case, time will begin on the starting date specified. Each working day shall be charged to the contract as it occurs, beginning on the day after the Notice to Proceed Date, unless otherwise provided in the Contract Provisions, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE /WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.dcc 6 -42 d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1 -07.24 1 -08.9 LIQUIDATED DAMAGES The provisions of SECTION 1 -08.9 of the Standard Specifications shall be modified as follows: Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If irrigation system piping improvements are not completed sufficiently to provide unrestricted use by irrigation customers by March 16, 2007, the Contractor agrees to pay the Owner the sum of $1,500.00 per day for each and every calendar day said work remains uncompleted after expiration of the specified date. If unrestricted irrigation use is provided by the date required, but remaining Contract work is not completed by April 13, 2007, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1 -09 MEASUREMENT AND PAYMENT 1- 09.2(1) GENERAL REQUIREMENTS FOR WEIGHING EQUIPMENT This section is supplemented with the following: Should the Inspector or Material Receiver be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Inspector the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1- 09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES Add the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self - printing scales. Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -43 1 -09.3 SCOPE OF PAYMENT Add the following: Payment for work performed under this Contract will be based on the items listed in the Bid Schedule. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Bid Schedule and the "Payment" clauses found in each Section of the Standard Specifications, the Bid Schedule items will prevail. If work is required to complete the project according to the intent of the Plans and Specifications but no bid item is provided in the Bid schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1- 09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION) ( * * * * * *) The following new section shall be added to the APWA Supplement: Rid i+om listed in +ho Bid Schedule a r e r +r. include, but. not necessarily b limited el ese ewe a e� listed in a e.e ei ilea vsee esr SA 6.11E are uGe I I.4 tv ee eu:uu G, uu e. : evi necessarily be ::: e IlLG �.e to, the following: 1. The lump sum price bid for "Mobilization" shall be full compensation for all labor, materials, tools, and equipment necessary to mobilize to the project site as defined in the Standard Specifications. Payment will be made in accordance with the Standard Specifications. 2. The lump sum price bid for "Project Temporary Traffic Control," shall be full compensation for all labor, materials, tools, and equipment necessary to provide Traffic Control Plans and traffic control for all project areas, as defined in Section 1- 10 Temporary Traffic Control. 3. The lump sum price bid for "Clearing and Grubbing," shall be full compensation for all labor, materials, tools, and equipment necessary for removal and replacement of fences; removal, protection, and replacement of landscaping including shrubs, bushes, and plants; removal of trees and root balls, including backfill and compaction of imported top soil; removal of all surfaces encountered as required to accomplish the construction; removal of deleterious materials found during excavation; and potholing, including hauling to and disposal at an approved waste site. 4. The unit price bid for "Pipe Cleaning and Inspection for Pipes -Inch Diameter," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to locate, inspect, and clean existing irrigation pipes including, but not necessarily limited to, cleaning all sand, silt, gravel, or other material from existing irrigation mains; ns; ue -r ootii ng; r el i iovai and diopooai of °Vol io, providing televised pipe inspection; and providing a VHS tape recording and log of the inspection for review by the Owner. 5. The unit price bid for "Obstruction Removal," per each, shall be full compensation for all labor, materials, tools, and equipment for removal of all pipe obstructions that cannot to be removed through cleaning efforts and will prevent the sliplining process, including existing service connections from existing irrigation pipe work including, but not necessarily limited to, locating obstructions, excavation, dewatering, cutting existing piping of whatever the nature of material encountered, removal and disposal of pipe obstruction, and backfill and compaction. If the G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -44 obstruction occurs at a location where a new service is to be installed, then no measurement will be made for this bid item, and all work shall be paid under the bid item "Service Saddle," per each. No additional payment shall be made for removal of more than one obstruction if located within the same excavation area. 6. The unit price bid for "Access Pit," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to construct launching and receiving access pits and prepare for insertion of liner pipe, including, but not necessarily limited to, sawcutting, excavation, dewatering, removal and disposal of existing pipe and materials, all equipment, equipment set -up and removal, temporary closures and reinstatements of the pit, connection of new piping, backfill, plugging abandoned pipes, and compaction. 7. The unit price bid for "Jack /Bore 24 -Inch Steel Casing Pipe," per linear foot, shall be full compensation for all labor, tools, equipment, and materials necessary to complete this item in place as shown on the Plans, including excavation, dewatering, pits, jacking or boring, steel casing, casing end seals, backfill and compaction, and coordination with the facility's governing agency /owner. 8. The unit price bid for "Slipline -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials and diameters including, but not necessarily limited to, pipe, fittings, fusing equipment, technical service, pipe connections, concrete blocking, testing, and removal of existing sliplined pipe where required. 9. The unit price bid for "Trench -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings including, but not necessarily limited to, trench excavation, removal of existing pipe, dewatering, laying and joining the pipe and fittings, fusing equipment, technical services, pipe connections, concrete blocking, detectable marking tape, backfill and compaction, concrete blocking, and testing. 10. The unit price bid for "Shoring or Extra Excavation, Class B," per lump sum, shall be full compensation for all labor, equipment, tools, and materials required to construct the shoring, cofferdam, or caisson including excavation, installation and removal of the shoring, backfilling, and compaction, all as shown on the Drawings and as specified herein. When extra excavation is used by the Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit price bid shall be full pay for all additional excavation, backfill, compaction, and other work required. If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. 11. The unit price bid for " -Inch Gate Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the gate valve in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 12. The unit price bid for "Service Saddle," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service saddle including, but not necessarily limited to, excavation, dewatering, preparation and fusion connection to the HDPE irrigation main, fusing equipment, technical service, sealing the remaining annulus between the new pipe and existing irrigation main, connection to the new service lateral, backfill, and compaction. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -45 13. The unit price bid for "Service Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service valve in place including, but not necessarily limited to excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 14. The unit price bid for "Service Riser," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service riser in place including, but not necessarily limited to, excavation, dewatering, non nection +n pipinn back fill nd aS V .+ +:.-. s h o th PI. le uvi i�t.uvi w c N�Nn n� UQlif\I III u l.Vl 11pat�UVl 1 JI IVVVI 1 III LUG r i I 15. The unit price bid for "Type 1 Valve Box," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new cast iron valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, compaction, valve box collar, and adjustment to grade, as shown on the Plans. 16. The knit price. hid for "Type 2 Valves Rnx " per each shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new PVC valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, and compaction, adjustment to grade, as shown on the Plans. Concrete valve caps to be provided by the City. 17. The unit price bid for "Service Lateral," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install 3/4 -Inch irrigation service pipe including, but not necessarily limited to, excavation, dewatering, removal and disposal of existing service valve and piping, connection to piping and valves, locating wire from service saddle to service valve, protection of existing service piping into private property, connection to new and existing service lines, backfill, and compaction. 18. The unit price bid for "Controlled Density Fill," per cubic yard, shall be full compensation for all labor, tools, materials, and equipment necessary to fill existing pipelines schedule for abandonment with CDF, including, but not necessarily limited to, excavating, dewatering, cutting and removal of existing pipe, capping existing pipe ends, placing material, backfill and compaction, as shown on the Plans and as specified herein. 19. The unit price bid for "HMA Repair, Type ," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and • install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, sawcutting, removal and disposal of existing asphalt concrete surfa fro p or private property, placing asphalt, compacting, trimming, N`" N N N y e N �uv � .� gun, vv� i � �y, ri i u � � � � i sloping, backfill, tack coat, or any other work required to complete the work, in place. This item also includes furnishing, installing, and maintaining cold mix asphalt on a temporary basis until hot mix asphalt becomes available. 20. The unit price bid for "Gravel Surface Repair," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the material to the compacted depths shown on the Plans including, but not necessarily limited to, surface preparation; placing aggregate; spreading, shaping, watering, and compacting; and any other work required to complete the work, in place. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -46 21. The unit price bid for "Sodded Lawn Repair," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install new sod, including, but not necessarily limited to, finished grading, surface preparation, fertilizing, placing sod, and monitoring the newly placed sod area for two weeks following completion. 22. The unit price bid for "Cement Concrete Curb and Gutter," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new cement concrete curb and gutter, including, but not necessarily limited to, sawcutting, removal and disposal of existing curb and gutter, surface preparation, placement of aggregate base, placement of cement concrete curb and gutter, rebar in depressed sections, finishing, jointing, and curing. 23. The unit price bid for "Concrete Slab, - Inch," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new concrete slab including, but not necessarily limited to, sawcutting, removal and disposal of existing concrete surfacing from public or private property, surface preparation, placement of aggregate base, placement of cement concrete, rebar (6" slabs), finishing, jointing, and curing. 24. The unit price bid for "Crushed Surfacing Top Course," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the aggregate material under new asphalt or concrete pavement repair areas, and for pipe bedding including aggregate materials, placing, watering, and compacting, at locations shown on the Plans, and as directed by the Owner. 25. The unit price bid for "Select Backfill," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install imported crushed rock material for trench backfill in roads and alleyways, at locations shown on the Plans, and as directed by the Engineer including, but not limited to, placement and compaction. 26. For the bid item "Minor Change," refer to Section 1- 04.4(1) Minor Changes of the Technical Specifications. 1 -09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 FORCE ACCOUNT (October 1, 2005 APWA GSP) Supplement this Section with the following: Owner has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, Owner does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. Add the following clarification: ( * * * * * *) G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -47 The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." 1 -09.7 MOBILIZATION ( * * * * * *) Add the following to the first paragraph: 4. The cost of the project sign(s) shown on the Plans which are required to be installed at the site through the duration of construction. 1 -09.9 PAYMENTS (October 1, 2005 APWA GSP) Delete the third paragraph and replace it with the following: Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at thn nrar'nnct Irtinn moatinr-+ The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid Forms amount for each Lump Sum Item, or per the Schedule of Values for that item as approve by the Engineer. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or the Contracting ..F' A ll.. that I has 1' 1 '1 1 1 J an admission by the Conti acting Agency that any work has been satisfactorily completed. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work • performed by a subcontractor are subject to the provisions of RCW 39.04.250. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -48 ( * * * * * *) The Contracting Agency has up to 45 calendar days after the progress estimate to issue the progress payment to the Contractor. 1 -09.9 PAYMENTS ( * * * * * *) Add the following: The estimate cutoff date discussed above shall be the last working day of each month. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency for action at the first available meeting of the governing body that payment be made. Payment to the Contractor will be made within approximately 30 calendar days from said meeting. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1 -08 Prosecution and Progress before the first payment is made. 1- 09.9(1) RETAINAGE ( * * * * * *) Add the following to the fourth paragraph: 5. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1- 09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS (NEW SECTION) ( * * * * * *) The following new section shall be added to the Standard Specifications: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the Work (Section 1- 05.6). 4. Landscape damage assessments per Section 1- 07.16. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -49 5. For overtime work performed by Contracting Agency personnel or its representative, per Section 1- 08.0(3). 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1 -08.9 Liquidated Damage; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: t Failure the Contractor to provide the Engineer field office when a. T dilUl e of the 'vUl iii dl,LUi W pl UV IUC the Gi Il�li ICC1 with i a field UI IIGC V1/I ICI i required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1 -05.5. c. Failure of the Contractor to correct defective or unauthorized work (Section 1-05.7). d. Failure of the Contractor to furnish a Manufacturer's Certificate of Com- pliance in lieu of material testing and inspection as required by Section 1- 06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1 -07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period: 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of an funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contact. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15 -day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1 -7 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -50 1- 09.9(3) FINAL PAYMENT (NEW SECTION) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1- 09.11(3) TIME LIMITATIONS AND JURISDICTION ( * * * * * *) Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington. 1- 09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP; may be used on FHWA- funded projects) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1- 09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -51 located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1 -10 TEMPORARY TRAFFIC CONTROL 1 -10.1 General (October 1, 2005 APWA GSP) Revise the first paragraph to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain aii construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place, including flaggers. 1002.GR1 Traffic Control Management 1002012.GR1 (August 1, 2004) Section 1- 10.2(2) is supplemented with the following: The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust 27055 Ohio Avenue Kinsgton, WA 98346 (360) 297 -3035 Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1- 800 - 521 -0778 or (206) 382 -4090 1- 10.2(2) Traffic Control Plans This section is supplemented with the following: The Contractor shall be required to prepare traffic control plans required to complete the work. The Contractor shall designate a Traffic Control Supervisor who shall prepare signing plans to show the necessary Class A and B construction signing and barricades, traffic control devices, and traffic flagging operations required for the contractor's operation and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the WSDOT standard plans or MUTCD without modification, the Contractor may reference the applicable figure or standard plan at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6-52 • The signing plans shall be prepared by a Traffic Control Supervisor and shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. If the construction, repair, or maintenance work includes or uses grooved pavement, abrupt lane edges, steel plates, or gravel or earth surfaces, the construction, repair, or maintenance zone shall be posted with signs stating the condition, as required by current law, and in addition, must warn motorcyclists of the potential hazard. The sign shall include at least the following language: "MOTORCYCLES USE EXTREME CAUTION." All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the Engineer after review, shall be included in the unit contract prices for "Project Temporary Traffic Control," per lump sum. 1 -10.4 MEASUREMENT (August 2, 2004) Section 1- 10.4(1) is supplemented with the following: The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1- 10.4(1) shall apply. There will be no separate measurement or payment for the Traffic Control Supervisor. All costs associated with the Traffic Control Supervisor shall be included in the unit price for "Project Temporary Traffic Control," per lump sum. 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 DESCRIPTION ( * * * * * *) This section is supplemented with the following: The Contractor may be required to clear and grub beyond the right of way line, where specifically directed by the Engineer or noted on the Plans to remove trees, stumps, shrubs, or other items which, by proximity or due to root growth, would constitute a hazard to the public or endanger the facility. All work beyond the right of way line shall be coordinated with affected property owner(s) per Section 1 -07.24 Rights of Way. The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all fences, mail boxes, small trees, shrubs, plants, street signs, culverts, irrigation facilities, concrete or rock walls, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. 2- 01.3(2) GRUBBING ( * * * * * *) Add the following: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -53 Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 2- 01.3(4) ROADSIDE CLEANUP ( * * * * * *) Add the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished Should the Contractor not conduct the rdeanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 2- 01.3(5) FENCING (NEW SECTION) t � Add the following: The Contractor shall be required to carefully remove all existing fencing located within or near the proposed work. All fencing materials to be removed and replaced shall be temporarily placed on the adjacent properties or stored as directed by the Engineer. The removal and replacement of all fencing shall be done at the Contractor's expense. Any fencing that is to be reset shall be relocated and reset by the Contractor along the property lines or as directed by the Engineer. Unless provided for otherwise, the necessary work to restore and reinstall the fencing shall be considered incidental. 2.01.4 MEASUREMENT ( * * * * * *) This section is supplemented with the following: No unit of measurement shall apply to Roadside Cleanup. 2 -01.5 PAYMENT ( * * * * * *) This section is supplemented with the following: All costs incurred to complete the requirements of SECTION 2 -01, including partial roadside cleanup, will be considered as incidental work to the lump sum bid item "Clearing and Grubbing." I'1 AA REMOVAL 1111 Aa /A 1 Ar STRUCTURES 1/1T11I1 r fl * •111 11ATIA•1f1 2 -02 RCIVIV VAL V1- S 1 RUC, 1 URES AND VDa7 1 RU .i 1 IONS 2- 02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, AND CURBS ( * * * * * *) Ti IIJ section is supplemented with 1110 following: Where shown on the Plans or as directed by the Engineer, the Contractor shall be required to remove existing pavement, sidewalks, curbs, etc., which are outside the right of way line and are required to be removed for construction of the improvements. G: \PROJECTS\2004\04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -54 In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, score the edge of the asphalt concrete pavement with an approved pavement cutter such as a concrete saw. During the course of the work, the Contractor shall take precautions to preserve the integrity of this neat, clean pavement edge. Should the pavement edge be damaged prior to asphalt concrete paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the Engineer immediately prior to paving. No separate payment shall be made for saw - cutting pavement. 2 -02.5 PAYMENT (* * * * * *) This section is supplemented with the following: Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of SECTION 2 -02 including sawcutting will be considered as incidental work to the various bid items and no separate payment will be made. 2 -07 WATERING 2 -07.1 DESCRIPTION (* * * * * *) This section is supplemented with the following: The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Engineer from any and all such claims. When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. 2 -09 STRUCTURE EXCAVATION 2 -09.4 MEASUREMENT (* * * * * *) Delete paragraph two under the Horizontal Limits section and the second sentence under the Shoring or Extra Excavation section. Section 2 -09.4 is supplemented as follows: "Shoring or Extra Excavation," per linear foot, shall be measured along the centerline of the trench or excavation. 2 -09.5 PAYMENT (* * * * * *) Section 2 -09.5 is supplemented as follows: Delete "Shoring or Extra Excavation, Class B ", per square foot, and add "Shoring or Extra Excavation ", per linear foot. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -55 The unit price bid for "Shoring or Extra Excavation," per linear foot, shall be full pay for all excavation, backfill, haul, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. 2 -11 TRIMMING & CLEANUP 2 -11.5 Payment ( * * * * * *) This section is supplemented with the fallowing. When the contract does not include trimming and cleanup as a pay item, performing this work shall be incidental to construction and all costs shall be included in other pay items. 3 -01 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3 -01.2 MATERIAL SOURCES, GENERAL REQUIREMENTS ( * * * * * *) This section is supplemented with the following: No source has been provided for any aggregate or dirt or other materials necessary for the construction of this project. The Contractor shall make his own arrangements to obtain the necessary materials at his own expense, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various items involved. 3 -02 STOCKPILING AGGREGATES 3- 02.2(2) STOCKPILE SITE PROVIDED BY CONTRACTOR ( * * * * * *) This section is supplemented with the following: If the sources of materials provided by the Contractor necessitate hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 4 -04 BALLAST AND CRUSHED SURFACING 4- 04.3(5) SHAPING AND COMPACTION ( * * * * * *) This section is supplemented with the following: Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D698 (Standard Proctor). The Contractor shall notify the Engineer when he is ready for in -place ballast, base course, or top course density tests. All costs associated with failed testing shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -56 5 -04 HOT MIX ASPHALT 5 -04.1 DESCRIPTION Add the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade. The Contractor will be required to patch existing street surfaces which are to remain, where utility trenches were excavated and backfilled prior to or along with this project. The Contractor shall be required to furnish, install, and maintain cold mix asphalt pavement at all pavement repair locations until or unless Hot Mix Asphalt is available. No area requiring pavement repair shall remain unpaved for more than 5 working days following the initial excavation, unless otherwise directed by the Engineer. Asphalt concrete surfaces shall be so constructed that the finished pavement will conform to existing adjacent elevations and the cross - section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. 5 -04.2 MATERIALS ( * * * * * *) This section is supplemented with the following: Hot mix asphalt used on this project shall be HMA Class 3/8 -Inch or 1/2 -Inch PG64 -28 conforming to the provisions of Section 5 -04 of the Standard Specifications. 5- 04.3(2) HAULING EQUIPMENT ( * * * * * *) This section is supplemented with the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous paving operation at proper HMA mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5- 04.3(5)A PREPARATION OF EXISTING SURFACE ( * * * * * *) This section is supplemented with the following: The Contractor will be required to patch existing asphalt pavement street surfaces which are to remain, where utility trenches were excavated and backfilled prior to or along with this project. Trench patching with Hot Mix Asphalt (HMA) shall be completed within three (5) days of backfilling, and all patch joints shall be sealed per 5- 04.3(5)E. No impact tools or pavement breakers can be used for cutting trench crossings of existing pavement. Trench crossing of existing pavement shall be vertically sawcut as directed by the Engineer. 5- 04.3(5)E PAVEMENT REPAIR General ( * * * * * *) This section is supplemented with the following: G: \PROJECTS\2004 \04056\SPECS 308 IRRIGATION PH2 STG3.doc 6 -57 After the completion of trench and patch repairs, the Contractor shall seal the joints with CSS -1 and concrete sand. The cost of sealing shall be included in the unit contract price for HMA Cl. 3/8 -inch PG 64 -28. 5- 04.3(7)A MIX DESIGN General ( * * * * * *) This section is supplemented with the following: The Contractor submit t_.. acceptance � �nir+r��T design for the he Cont ac, o may submit ioi acceptance an approved SDO i mix design for the class of HMA specified in the contract if the mix design has been approved within the previous twelve month period using aggregate and asphalt binder from the same sources. The Contractor shall provide the mix design to the Engineer at least fifteen (15) working days prior to any paving. v v Delete Paragraph 1 in Subsection 2. Statistical or Nonstatistical Evaluation. The Contractor shall be responsible for the verification of the mix design. 5- 04.3(9) SPREADING AND FINISHING ( * * * * * *) Section 5- 04.3(9) of the Standard Specifications is revised with the following: Unless otherwise approved by the Engineer, the nominal compacted depth of any layer H,v of "A shall not exceed 0.25 feet. 5- 04.3(10) COMPACTION 5- 04.3(10)B CONTROL • ( * * * * * *) Section 5- 04.3(10)B CONTROL, of the Special Provisions shall be deleted and replaced with the following: Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density, ASTM 2041. 5- 04.3(11) REJECT HMA ( * * * * * *) This section is supplemented with the following: Delete all references to Combined Pay Factor (CPF). Payment will be made on the basis of the unit contract price for HMA Cl. 3/8 -inch for all HMA accepted on the project. HMA not meeting the quality requirements of the Contract shall be rejected. G AA 2/42\ CI IDG A!`C C1IAAATLIAIGCC J I •IVIVV 1 f71■LVV ( * * * * * *) This section is supplemented with the following: Where directed by the Engineer, the Contractor shall feather the HMA pavement in a manner to produce a smooth - riding connection to the existing pavement. HMA Cl. 3/8 -inch shall be utilized in the construction of the feathered connections to existing pavement. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -58 All costs and expenses in connection with providing, placing material, and feathering the asphalt concrete pavement shall be paid for as the unit contract price per ton for "HMA • Repair, Type All utility appurtenances such as manhole covers and valve boxes shall be adjusted to finished grade in accordance with the procedure in Section 7- 05.3(1). 5- 04.3(15) HMA ROAD APPROACHES ( * * * * * *) This section is supplemented with the following: Any portion of the existing driveway (road approach) beyond the construction limits that is damaged by the Contractor's operations shall be replaced in kind at his expense to the satisfaction of the Engineer. Grades from the edge of pavement to existing driveways (road approaches) shall be constructed to provide safe ingress and egress and shall be constructed of materials in kind, as shown on the plans, or as otherwise directed by the Engineer. All transitions to existing asphalt concrete and cement concrete driveways, curb, asphalt thickened edge for gutter, and walkways shall be vertically sawcut at least two (2) inches with straight, uniform edges. Existing asphalt pavement may be cut with a wheel, provided the wheel cut is full depth and no damage occurs to the pavement which is to remain. 5- 04.3(17) PAVING UNDER TRAFFIC ( * * * * * *) This section is supplemented with the following: Delete the following in paragraph 5: "except the costs of temporary pavement markings" 5- 04.3(21) ASPHALT BINDER REVISION ( * * * * * *) Section 5- 04.3(21) is deleted. 5 -04.5 PAYMENT ( * * * * * *) This section is supplemented with the following: Measurement and Payment shall be per SECTION 1- 09.3(1) Description of Bid Items. The following sections are deleted: 5- 04.5(1) Quality Assurance Price Adjustment 5- 04.5(1)A Price Adjustment for Quality of HMA 5- 04.5(1)B Price Adjustment for Quality of HMA Compaction 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.2 MATERIALS ( * * * * * *) G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -59 Section 7 -05.2 of the Standard Specifications shall be revised as follows: Drain Rock: Drain rock shall be as specified in Section 9- 03.12(5) of the Standard Specifications. Manhole Metal Castings: All cast iron frames and covers shall be as specified in SECTION 9- 05.15(1) of the Standard Specifications. All cast iron frames and covers to be used on this project shall be of the type, weight, and size approved by the City of Yakima, and shall be furnished by the Contractor. Covers for domestic water shall be stamped "WATER." Covers for sanitary sewer shall be stamped "SEWER." Covers for storm drain shall be stamped "DRAIN." Preset C c Bae n Cath in: Catch b shall be c as sho on the . .. .....v ✓v .. v . vv v..+ ✓nV .. vw �Vll V IV shall be constructed II UVIVU UJ shown on the detail sheet of the Plans. Catch Basin Metal Castings: All frames and grates shall be capable of withstanding, with a reasonable margin of safety, a concentrated load of 20,000 pounds and shall be as specified in SECTION 9- 05.15(2) of the Standard Specifications. The grate shall be ductile iron and "bicycle safe." The contact surfaces of the frame and grate shall be machine finished to a common plane and shall be so cast as to prevent rocking. Frames and grates shall be Inland Foundry Co., Inc., No. 433 Round Base, 20" x 24" or approved equal. 7- 05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE This section is supplemented with the following: Manholes, water valve boxes, catch basins and similar utility appurtenances and structures shall not be adjusted until the Asphalt pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of frame plus 2 feet. The frame shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 inches below the finished pavement surface. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. HMA CL 3/8" shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. Utility structures outside paved areas shall be adjusted to match the finish grade of the area surrounding the structure. The Contractor shall form an area a minimum of one foot outside the edges of the structure one foot deep, and pour and finish neatly with Class 3000 concrete to match the slope and grade of the adjacent area. The utility lid shall be cleaned of all concrete prior to acceptance. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -60 7 -09 WATER MAINS 7 -09.1 DESCRIPTION ( * * * * * *) Add the following: This work shall consist of constructing HDPE irrigation lines in accordance with the Plans and Specifications. 7- 09.1(1)C GRAVEL BACKFILL FOR PIPE ZONE BEDDING ( * * * * * *) Add the following: Imported pipe zone bedding for flexible pipes shall be crushed surfacing top course meeting the requirements of section 9- 03.9(3), and shall be placed and compacted in layers as designated by the Engineer. Pipe zone bedding for rigid pipes shall be native or imported gravel bedding material meeting the requirements of SECTION 9- 03.12(3), or as approved by the Engineer. 7- 09.1(1)E TRENCH BACKFILL ( * * * * * *) Add the following: Imported select backfill, where directed by the Engineer, shall be crushed gravel, placed and compacted in layers. The crushed gravel bedding shall conform to crushed surfacing base course meeting the requirements of SECTION 9- 03.9(3), or as approved by the Engineer. 7 -09.2 MATERIALS ( * * * * * *) Revise this section as follows: Bedding Materials (Flexible Pipes) 9- 03.9(3) Top Course Bedding Materials (Rigid Pipes) 9- 03.12(3) Gravel Backfill Imported Select Backfill 9- 03.9(3) Base Course 7- 09.3(9) BEDDING THE PIPE ( * * * * * *) The first sentence shall be replaced with the following: Bedding material shall be imported pipe bedding meeting the requirements of SECTION 7 -09.2 of these Special Provisions. 7- 09.3(10) BACKFILLING TRENCHES ( * * * * * *) Add the following: Street crossing trenches and other locations as directed by the Engineer shall be back - filled for the full depth of the trench with imported select backfill meeting the requirements of SECTION 7 -09.2 of these Special Provisions. 7- 09.3(11) COMPACTION OF BACKFILL ( * * * * * *) G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -61 Delete the first paragraph and add the following: Mechanical compaction shall be required for all trenches. The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. The density of the compacted material shall be at least 95% of the maximum density as determined by ASTM D 698 Tests (Standard Proctor). The Contractor shall notify the Engineer when they are ready for in- place density tests of the trench line. Density tests shall be taken by the Owner at various depths in the trench, as required. The Contractor shall provide a backhoe and operator for the excavation and backfill of test holes. The cost of the backhoe and operator shall be considered incidental to the other bid items_ All costs associated with failed tests shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements have been met. The first five (5) trench backfill operations shall be considered a test section for the Contr actor to demonstrate his ba and compaction techniq Th C .....+ ..... . ... .,. v ��� u e�.e se .a sv his uuee7�e 77fe77� and compaction techniques. The Contractor shall notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations and the Owner will arrange for in -place density tests to be taken on the completed test section in accordance with the above requirements. No further trenching will be allowed until the specified density is achieved in the test section. Passing in -place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. 7 -09.4 MEASUREMENT ( * * * * * *) Supplement this section with the following: There will be no separate measurement or payment for dewatering operations by the Contractor. All costs associated with dewatering operations shall be included in the various bid items associated with the work. 7 -09.5 PAYMENT ( * * * * * *) Payment shall be per Section 1- 09.3(1) Description of Bid Items 7 -12 VALVES FOR WATER MAINS 7 -12.2 MATERIALS ( * * * * * *) Add the following to SECTION 7 -12.2 of the Standard Specifications: Gate Valves: All gate valves size 4 -inch through 16 -inch shall be resilient seated gate valves conforming to the latest AWWA Standard C 509. Valves shall be Mueller, Dresser, Clow, or equal. All gate valves 4 -inch and larger shall have non - rising stems, open counterclockwise, and shall be provided with a 2 -inch square operating nut. Stuffing box shall be 0-ring type. Valves smaller than 4 -inch shall have screw type end connections and be non - rising stem, screwed bonnet, solid wedge disc type having a minimum working pressure of 200 psi. Valves shall be Crane 438, Stockham 103, or equal. G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -62 Valve Boxes: The top section of the valve boxes shall be Rich Model 940 -B, or approved equal, 18 inches high. The bottom section shall be a Rich Model R -36, or equal, 36 inches high; extension sections shall be Rich Model 044, or equal, 12 inches high. 7 -12.3 CONSTRUCTION REQUIREMENTS ( * * * * * *) Add the following to SECTION 7 -12.3 of the Standard Specifications: Upon completion of all work in connection with this Contract, all valves involved in this work shall be opened and the Engineer so notified. The Contractor shall keep the valve boxes free from debris caused by the construction activities. All valve boxes will be inspected during final walk -thru to verify that the valve box is plumb and that the valve wrench can be placed on the operating nut. Valve boxes should be set to position during backfilling operations so they will be in a vertically centered alignment to the valve operating stem. The Contractor shall adjust all water valve boxes to the final grade of the surrounding area including new concrete sidewalk, asphalt paving, gravel surfacing, or topsoil surfacing. 7 -12.5 PAYMENT ( * * * * * *) Payment shall be per Section 1- 09.3(1) Description of Bid Items. 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 7 -20.1 DESCRIPTION ( * * * * * *) The intent of this Specification is to provide general requirements for the rehabilitation of the existing irrigation system piping with new HDPE piping. These Specifications are intended to be performance specifications that describe the ultimate function to be achieved, that is the rehabilitation of the existing irrigation system piping to provide leakproof, pressurized irrigation service. Therefore, the precise materials and the methods outlined are not described in detail in the following Sections. 7 -20.2 MATERIALS ( * * * * * *) High Density Polyethylene Pipe (HDPE) shall be extra high molecular weight, high density ethylene /hexane copolymer, PE 3408 polyethylene resin. The Standard Dimension Ratio (SDR) shall be 21 for pipe sizes 12 -inch diameter and larger, and SDR 11 for pipe sizes 10 -inch diameter and smaller. Pipe material shall be provided in straight segments and no coiled pipe will be allowed. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these Specifications. The certificate shall state the specific resin used, its source, and list its compliance with these Specifications. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties throughout. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -63 During extrusion production, the HDPE pipe shall be continuously marked with durable printing including (but not limited to) nominal size, dimension ratio, pressure rating, type (trade name), material classification, certification base and date. Polyethylene fittings shall comply with all appropriate requirements of AWWA C901, AWWA C906, or CSA B137.1. Socket type fittings shall comply with ASTM D2683. Butt fusion fittings shall comply with ASTM D3261. Electrofusion fittings shall comply with ASTM F1055. Fabricated fittings shall be designed and manufactured to be as strong or stronger than the pipe to which the fittings will be joined. Mechanical fittings shall be approved only after submission of appropriate test data and service histories indicating their acceptability for the intended service. In all cases, the Specifications and requirements for the fittings supplied shall comply with the appropriate sections of AWWA C901, AWWA C906, or CSA B137.1. Pipe stiffeners shall be used in conjunction with mechanical restrained fittings. Pipe stiffeners shall be designed to support the interior wall of the HDPE and maintain pipe round. The stiffeners shall support the pipe's end and control the "necking down" reaction to the pressure applied during normal installation. The pipe stiffeners shall be formed for 304 or 316 stainless cool +n +ho LIr1DD mnno lfnn+o lrnrn r\! lhlichn.J n;,-In .A .w. + r f +h . f . nn.-1 r ,71.4.,..! SW L IL 1 ll-'1 !_ I! IG!lU IC4 ,LL4l G1 p uulla7!!GU QVer age 11 IIJIUG UIQ11 IG LGI VI 11 IG JpULi:IL JILe QI 1U L11: of the HDPE. 7- 20.2(1) HANDLING OF HDPE PIPE ( * * * * * *) The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to ensure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer's recommendations. The handling of pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed or the section of pipe rejected. 7 -20.3 CONSTRUCTION REQUIREMENTS 7- 20.3(1) PREPARATION OF EXISTING LINES ( * * * * * *) It shall be the responsibility of the Contractor to clean and clear the existing irrigation lines of obstructions, solids, roots, collapsed pipe, or any other impediment or material which prevents proper insertion of the sliplining pipe. If inspection reveals an obstruction that is not at the location of an access pit or new service connection, the Contractor shall make an excavation to expose and remove or repair the obstruction. Such excavation shall be approved by tie vwi ler prior to the commencement of the work. 7- 20.3(1)A CLEANING EXISTING PIPE 1 The Contractor shall be required to furnish all labor, equipment, appliances, and materials necessary for cleaning the irrigation system pipes including the removal of all debris, roots, solids, roots, sand, rock, etc., from the existing irrigation lines. The existing irrigation mains shall be cleaned using mechanical, hydraulically - propelled, and /or high velocity cleaning equipment. The cleaning process shall remove all debris from each G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -64 irrigation main segment. All cleaning equipment and devices shall be operated by experienced personnel. Satisfactory precautions shall be taken to protect the irrigation mains from damage that might be inflicted by the improper use of the cleaning process equipment. The Contractor shall be responsible for collection and disposal of all materials collected or accumulated during the cleaning process and shall comply with all Federal, State, and local environmental and anti - pollution laws, ordinances, codes, and regulations. Under no circumstances shall materials generated from pipe cleaning activity be improperly disposed, dumped onto streets or ditches, catch basins, storm drains, or sanitary sewers. The Contractor shall be required to demonstrate the performance capabilities of the cleaning equipment proposed for use on the project. If the results obtained by the proposed pipe cleaning equipment are not satisfactory, the Contractor shall use different equipment and /or attachments, as required, to meet the specifications. 7- 20.3(1)B INSPECT EXISTING PIPE The Contractor shall be required to furnish all labor, materials, and equipment necessary for television inspection and videotaping operations. The Contractor shall provide a videotape and logs of the televised inspection for review. If the Contractor provides a videotape of such poor quality that it cannot be properly evaluated, the Contractor shall re- televise as necessary and provide a tape of good quality at no additional cost to the Owner. The television unit shall have the capability of displaying in color, on VHS videotape, pipe inspection observations such as pipe defects, sags, points of root intrusion, offset joints, service connection locations, and any other relevant physical attributes. Each tape shall be permanently labeled with the following: project name; date of television inspection; location and size of irrigation main; street /easement location; name of Contractor; date tape submitted; and tape number. The Contractor shall provide a line diagram area sketch and written log for each completed segment of videotaped irrigation main describing the section being televised, camera direction, position of service connections, description and location of failures, pipe type and condition, weather conditions, and other significant observations. The television inspection equipment shall have an accurate footage counter which displays on the monitor the exact distance of the camera from the center of the starting point. A camera with rotating and panning lens capabilities is required. The camera height shall be centered in the conduit being televised. The speed of the camera through the conduit shall not exceed 40 feet per minute. There may be occasions during televised inspection when the camera will be unable to pass an obstruction. At that time, and prior to proceeding, the Contractor shall contact the Owner's project observer. If the length of irrigation main cannot be televised due to obstruction, the Contractor shall clean the system as is necessary. If, in the opinion of the Owner's project observer, the obstruction is attributed to blockage non - removable by cleaning, televising shall be suspended, payment shall be made based on the actual televised length, and the remaining televising of irrigation piping shall be continued upon successful correction of the blockage by the Contractor. No additional payment shall be made for additional setups required due to obstructions encountered during televising. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -65 No separate payment will be made for any excavations or any other method which may be required to retrieve video equipment that may have been hung up, destroyed, and /or lost during the operation. 7- 20.3(1)C OBSTRUCTION REMOVAL ( * * * * * *) The Contractor shall be required to remove in entirety all full and partial obstructions discovered during the cleaning and televising work, including existing service connections, prior to sliplining work. At existing service connections, the Contractor shall excavate and remove the existing service connections from the existing irrigation main. If a new service connection is proposed for the location. the Contractor shall remove a minimum two (2) foot section of the existing main centered on the location of the proposed service connection. Blockages and obstructions shall be removed using non - intrusive methods where possible. If the blockage or obstruction cannot be removed using non - intrusive methods, the Contractor shall excavate and remove the blockage The Contractor shall notif the E and receive ....... ... . .. .... remove � ev r v se �v blockage. sr. e � sas , 'on tractor UssSV! shall notify sll l! !e Engineer Icel and � eLelve approval prior to beginning excavation for blockage. 7- 20.3(2) INSTALLING HDPE PIPE 7- 20.3(2)A JOINING HDPE PIPE Sections of polyethylene pipe shall be joined into continuous lengths on the job site, above ground. The joining method shall be butt fusion and shall be performed in strict conformance with the pipe manufacturer's recommendations and ASTM -F -585. The butt fusion equipment used in the joining process shall be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements of 400 °F and interface fusion pressure of 75 psi. Socket fusion, hot gas fusion, threading, or solvent - cement joints and epoxies are not permitted. The Contractor shall be responsible to verify the fusion equipment is in good working order and the operator has been trained within the past twelve months. The fusion equipment shall be equipped with a Datalogger for recording heater temperature and fusion pressure. All fused joints shall be watertight and shall have a tensile strength equal to that of the pipe. All joints are subject to acceptance by the Owner prior to insertion. All defective joints shall be cut out and replaced at no additional cost to the City. The Contractor shall remove all HDPE trimmings or other miscellaneous material from the inside of the pipe being butt fused prior to installation. All pipe, both new and existing, shall be adequately covered at the end of each working day to prevent entry by animals (i.e. rodents, cats, etc.). If pipe is left open and unattended by the Contractor, he shall be responsible for verifying no animals have entered the pipe and provide suitable evidence to the Engineer. The Contractor shall not continue work until such evidence is provided and accepted by the Engineer. 7- 20.3(2)B SLIPLINING WITH HDPE PIPE ( * * * * * *) Sliplining shall be accomplished with a power winch and steel cable connected to the end of the liner by use of an appropriate nose -cone pulling head. During insertion of the new HDPE pipe, precautions should be taken to protect the liner pipe as it is pulled into the existing irrigation main piping. Any cuts, gouges, or scrapes equal to 10% of the liner wall thickness shall be G: \PROJECTS \2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.dee 6-66 cause for rejection of that portion of the liner pipe. Once the insertion is initiated, the pull shall be completed without interruption. At the Contractor's option, as recommended by the pipe manufacturer, the liner pipe may be pushed into position, or a combination of pushing and pulling techniques may be used to insert the liner. The manufacturer's recommendations shall be followed regarding relaxation and thermal equilibrium of the liner prior to terminal and service connections, but shall not be less than 2 hours. Following the required time, terminal and service connections may be made, the annulus of the existing pipes shall be sealed, and backfilling of open pits may be completed. 7- 20.3(2)C WINCHING ( * * * * * *) The winch shall be of the constant load type but shall be fit with a direct reading Toad gauge to measure the winching Toad. At the end of each day's winching, the Contractor shall provide the Owner with copies of the forces recorded in winching at the start of any pull and during the pull at increments of 50 feet of winching distance and at any restart after temporary stops. The winch shall be fitted with a device to automatically disengage when the load exceeds a preset maximum load to be approved by the Owner. Under no circumstances will the pipe be stressed beyond its elastic limit. The Contractor shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points. The winch, cable, and cable drum shall be provided with safety cage and supports so it may be operated safely without injury to persons or property. The Contractor shall provide a system of guide pulleys and bracings at each access pit to minimize cable contact with the existing irrigation piping. The nose cone at the head of the slipline pipe shall be fitted with a swivel attachment to prevent or minimize the twist transmission between the winch cable and the nose cone. The excavation supports at the launch site shall remain completely separate from the pipe support system and must be so designed that neither the pipe nor the winch cable is in contact with them. Lubrication to ease the pull shall be as recommended by the HDPE pipe manufacturer, shall not be harmful to piping materials, and shall be approved by the Owner. 7- 20.3(2)D INSERTION OR ACCESS PITS ( * * * * * *) The Contractor shall construct insertion or access pits at locations which maximize pulling distances and directions, and which minimize disruption to traffic and impacts to adjacent properties. Proposed access pit locations are shown on the Plans for the Contractor's consideration. The final number and location of insertion or access pits shall be proposed by the Contractor and approved by the Owner prior to excavation. The length of the access pit shall be a minimum of 12 times the diameter of the liner plus the sloping ends of the pit. The ends of the pit shall be sloped at a minimum of 2.5 to 1 slope from the ground surface to the top of the existing irrigation main. The sides of the pit shall be properly braced per local, state, and federal regulations. The width of the access pit shall be a G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -67 minimum of the outside diameter of the existing irrigation main plus 12 inches, but shall not exceed 3 feet in width. The access pit shall allow insertion of continuous pipe length without bending to a smaller radius of curvature than permissible by the manufacturer. The top of the existing irrigation main shall be exposed to the spring line and the crown of the pipe shall be removed for the full length of the insertion pit. Care shall be taken not to disturb the bottom portion of the existing irrigation main. In addition, the top of the pipe length to be inserted shall be protected from damage at the entry into the pipe to be sliplined. 7- 20.3(2)E SERVICE CONNECTIONS ( * * * * * *) New irrigation service connections shall be made at locations as shown on the Plans or as nfhanA,ica rl1 rorfarl by fho no/roar all avicfinn onrl Holm con/iota rnn nnrfinno oh o 11 hn irinnfifinrl V11 IV, VII IJV \A11 VV1V\A 117 11 IV V VV 11111. 1111 •/\1J1.111y CA111A 1 IVYY JVI'1 IV■ 11V111 16111 1JV I \.1111 11111111.1 and located prior to pipe rehabilitation work. All existing service connections shall be removed in entirety from the existing main and all locations requiring new service connection shall be prepared by removing a minimum of a two (2) foot section of the existing main, centered on the location of the proposed service connection, prior to the pipe rehabilitation work. The Contractor shall allow a sufficient pipe relaxation period, as recommended by the pipe manufacturer, but not less than 2 hours, following the insertion of the HDPE liner prior to completing new service connections. Sei :rice connections shall hnn manu b Friatec or approved equal and shnll h instailer ,by fusion of service saddles onto the new HDPE irrigation pipe. Service saddles shall provide a 3/4 -inch service and shall match the size and type of pipe of the new irrigation main. A mechanical- assist tool shall be used to fuse saddles to new irrigation pipe and all fusing shall be done in strict accordance with the pipe manufacturer's recommendations. All service saddles shall be banded to the irrigation main in addition to fused connection. Holes made in the HDPE irrigation main for services shall be full circle and match the service size (i.e. 3/4" hole for 3/4" service, etc.). Following sufficient cooling time, all service saddle connections shall be air pressure tested by the Contractor and approved by the Owner prior to completion of the service and backfilling operations. The Contractor shall prove new service connections are connected to the intended private irrigation system using compressed air, or other method as proposed by the Contractor and approved by the Engineer. 7- 20.3(2)F LEAK TESTING ( * * * * * *) Pressure testing shall be conducted in accordance with ASTM F2164, Field Leak Testing of Polyethylene Pressure Piping Systems Using Hydrostatic Pressure. The HDPE pipe shall be filled with water raised to test pressure and allowed to stabilize. The test pressure shall be 60 psi. The pipe shall pass if the final pressure is with 5% of the test pressure for 1 hour. For safety reasons, hydrostatic testing only wiii be used. 7 -20.4 MEASUREMENT AND PAYMENT ( * * * * * *) Measurement and payment shall be per Section 1- 09.3(1) Description of Bid items. 7 -21 CASING PIPES (NEW SECTION) The following new section shall be added to the Standard Specifications: G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.dac R - 7 -21.1 GENERAL ( * * * * * *) The Contractor shall furnish all labor, equipment, and materials necessary to install new casing pipes under existing railroad tracks as shown on the Plans. Casing pipes shall be jacked or bored in place. The Contractor shall construct the casing pipe installations in accordance with the provisions of any and all permits issued by the governing agency /owner of the facility being crossed (i.e., Burlington Northern Railroad, etc.). 7 -21.2 MATERIALS Casing Pipe Casing pipes to be jacked or bored in place shall be standard weight A36 steel with the following minimum wall thicknesses: 24" diameter 0.375" minimum wall thickness Casing End Seals The casing end seals shall be sealed with Calpico Inc., Model C Custom Pull -On Casing End Seals, or approved equal. 7- 21.3(2) CONSTRUCTION REQUIREMENTS The installation of the casing pipe shall be done by excavating open trenches on either side of the crossing. The Contractor shall jack or bore the casing pipe through the remaining distance immediately under the existing structure. Equipment or machinery will not be permitted within the existing facility's right of way, unless expressly permitted by the governing agency /owner. Both the carrier pipe and the casing pipe shall be laid to Plan grade. The Contractor shall take care not to damage the existing facility. Any repairs required to the • existing facility shall be at the expense of the Contractor. The Contractor shall provide five (5) working days notice to the Engineer and the governing agency /owner prior to beginning any work on the crossing. 7 -21.4 MEASUREMENT AND PAYMENT Measurement shall be per Section 1- 09.3(1) Description of Bid Item. 7 -21.5 PAYMENT Payment shall be per Section 1- 09.3(1) Description of Bid Item. 8 -04 CURBS, GUTTERS, AND SPILLWAYS 8- 04.3(1) CEMENT CONCRETE CURBS, GUTTERS, AND SPILLWAYS ( * * * * * *) This section is supplemented with the following: G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -69 Cement concrete traffic curb and gutter constructed on this project shall be as shown on the Detail Sheet of the Plans. Full Height or "Barrier" cement concrete traffic curb and gutter as shown on the Detail Sheet shall be used on the roadway as shown on the Plans. Depressed or "Driveway" cement concrete traffic curb and gutter as shown on the Detail Sheet shall be used at all driveway and wheelchair ramp locations as shown on the Plans and as directed in the field by the Engineer. Cement concrete curb and gutter which does not comply with the section details on the Plans shall be removed and replaced at the Contractor's expense. A template shall be required to be placed at the back of curb for construction of driveway transitions from Barrier to Driveway curb and gutter. The template shall extend from the bottom of curb to the top of the curb, and shall have a minimum length of 8 feet, with the 6 - fnnt Inns transition cPnt PrPd in the tamnlatP ThP Contractor sh aisn hP mciuirPO to use a template at the back of Driveway /Depressed curb and gutter to ensure a straight and uniform back of curb in conformance with the Details. The new concrete curb and gutter shall be cured in accordance with SECTION 5- 05.3(13)B o f the Standard Cr ifi ti Application f tl-.,. . .-.,J shall h.-, i of the U Specifications. VI the 1 Ig compound J1 IQ1f U 111 accordance with the manufacturer's anufacturer's r ecommendatioi s. First -class workmanship and finish will be required on all portions of concrete curb and gutter work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. The Contractor shall be required to construct a minimum 10 linear foot section of curb and gutter demonstrates t qua li t y d giituCr vvhicl i UCI nUl IJLI aLCJ yualiLy which is acceptable by the Owner and Engineer. This "model" section will be referenced during construction for comparison to newly poured curb. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional curb and gutter shall be placed. Cement concrete curb and gutter which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first -class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor's equipment or methods be unable to produce curb and gutter meeting the requirements of the Details and Specifications, no further curb and gutter construction will be allowed until corrections have been made to said equipment or • methods. 8 -04.5 PAYMENT This section is supplemented with the following: Payment for "Cement Concrete Curb and Gutter" shall be per Section 1- 09.3(1) Description of Bid Items. n A A 1'I R111 1.Ir /"!1 \1 P'1-1 r1— P 1 F%1 — \A/ A 1 1/A O I l.a'CIVICIV 1 LlJ1Vl..I'%C 1 C JIIJCVVHLrJ • 8- 14.3(3) PLACING AND FINISHING CONCRETE ( * * * * * *) This section is supplemented vviti 1 the following: All sidewalks not located in driveway entrance areas shall be four (4) inches in thick- ness. All concrete approaches located behind a Depressed curb and gutter section shall be six (6) inches in thickness. G: \PROJECTS\2004 \04055 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -70 Sidewalks shall be marked across the entire width every five (5) feet and with preformed asphalt impregnated joint fillers 3/8 -inch thick every twenty (20) feet. Concrete sidewalk shall be cured in accordance with SECTION 5- 05.3(13)A of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. Failure to properly secure or seal the cement concrete sidewalk will require the Contractor to remove and replace the sidewalk section at his expense. First -class workmanship and finish will be required on all portions of cement concrete sidewalk work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional sidewalk shall be placed. Cement concrete sidewalk which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first -class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor's equipment or methods be unable to produce sidewalk meeting the requirements of the Details and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment. 8 -14.5 PAYMENT This Section is supplemented with the following: Payment for "Concrete Slab, - Inch," shall be per Section 1- 09.3(1) Description of Bid Items. STDPLANS.GR9 STANDARD PLANS January 3, 2006 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 06 -001, effective January 3, 2006 is made a part of this contract. The Standard Plans are revised as follows: All Standard Plans All references in the Standard Plans to "Asphalt Concrete Pavement" shall be revised to read "Hot Mix Asphalt ". All references in the Standard Plans to the abbreviation "ACP" shall be revised to read "HMA ". C -1 Sheet 2 The SNOW LOAD RAIL WASHER dimensions are revised to 1 3/4" from 2 ", and to 7/8" from 1". C -11 b Sheets 1 and 2 In the PRECAST FOOTING, ELEVATION view (Sheet 1) and in the CAST -IN -PLACE FOOTING, ELEVATION view (Sheet 2), COMMERCIAL CONCRETE is revised to CONCRETE CLASS 4000. G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -71 In the BREAKAWAY ANCHOR ANGLE, ELEVATION view (Sheet 2), the welding symbols are revised to indicate that the 1/4" Inside Gussets have 1/4" fillet weld joints, and the 1/2" End Gussets have 1/2" fillet weld joints. C -14h In the TABLE, in column "B ": 3'- 0 ", 3'- 2 1 /4 ", and 3'- 4 1 /2" are revised to 2'- 0 ", 2'- 2 1 /4 ", and 2'- 4 12" respectively. In the TABLE, in column "C ": 2'- 4 ", 2'- 6 1 /4 ", and 2'- 8 1 /2" are revised to 3'- 4 ", 3'- 6 1 /4 ", and • 3'- 8 1/2" respectively. G -8g Sheet 1 In the ELEVATION views, in the labels LOWER SIGN POST SUPPORT: the parenthetical specification "12 GAGE" is revised to "7 GAGE "_ K -1 through K -27 These plans shall not be used on projects administered by WSDOT. The fnlln are the Standard Plan n applicable a t the time this advertised. ertsed • •. .., ..,,,r i 6 „� + sea, euue e,+ Plan � � eea� � eves.: applicable at the e l lc . tl 8 project was auvel uacu. The date shown with each plan number is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A -1 5/13/02 A -4 3/07/97 A -7 10/04/05 A -2 5/09/02 A -5 2/24/03 A -3 5/30/02 A -6 2/24/03 B -1 11/08/05 B -4h 5/09/97 B -21a 7/13/05 B-la 11/08/05 B -7 11/23/04 B -22 7/21/03 B-lb 11/08/05 B -7a 2/09/05 B -22a 8/01/97 B-le 5/20/04 B -8 6/23/04 B -23a 2/25/05 B-lz 6/23/04 B -8a 6/23/04 B -23b 2/25/05 B -2 2/25/05 B -9 11/23/04 B -23c 5/20/04 B -2a 2/25/05 B -9a 11/23/04 B -23d 5/09/97 B -2b 6/17/02 B -9b 11/23/04 B -25 6/30/04 B -2c 6/17/02 B -9c 11/23/04 B -25a 11/08/05 B -2d 6/17/02 B -9d .................11 /23/04 B -26 ..............11 /08/05 B -2e 2/25/04 B -11 2/25/05 B -27 11/08/05 B -3 1/28/02 B -13 2/25/05 B -27a 11/08/05 B -3a 5/09/97 B -18 2/25/05 B -27b 11/08/05 B -4b 2/09/05 B -18a 7/13/05 B -28 11/08/05 B -4c 2/09/05 B -18b 7/13/05 B -29 11/08/05 B -4d 9/16/02 B -19 5/30/97 B -30 11/08/05 B -4f 5/09/97 B -20d 6/30/04 B -34 3/03/05 B - 7/ i ° V /97 B - 2 1 7/ i 3 /v5 C -1 10/31/03 C -2t 3/03/05 C -8d 11/08/05 • C-la 7/31/98 C -3 10/04/05 C -8e 11/08/05 C_1 b 10/31/03 C -� 1 0 /04/05 8f 6/30/04 v u v �a IV V /V V- I / V/ Y C-lc 5/30/97 C -3b 10/04/05 C -10 7/31/98 C -1 d 10/31/03 C -3c 10/04/05 C -11 5/20/04 C -2 1/06/00 C -3d 3/03/05 C -11 a 5/20/04 C -2a 7/17/98 C -4 7/13/01 C -11 b 5/20/04 C -2b 6/12/98 C -4a 2/25/05 0-12 7/27/01 C -2c 2/20/03 C -4b 6/23/00 0-13 4/16/99 G: \PROJECTS12004104056\SPECS 308 IRRIGATION PH2 STG3.doc 6 -72 C -2d 5/22/98 C -4e 2/20/03 C -13a 4/16/99 C -2e 3/07/97 C -4f 6/30/04 C -13b 4/16/99 C -2f 3/14/97 0-5 10/31/03 C -14a 7/26/02 C -2g 7/27/01 0-6 5/30/97 C -14b 7/26/02 C -2h 3/28/97 C -6a 3/14/97 C -14c 7/26/02 C -2i 3/28/97 C -6c 1/06/00 C -14d 7/26/02 C -2j 6/12/98 C -6d 5/30/97 C -14e 7/26/02 C -2k 7/27/01 C -6f 7/25/97 C -14f 9/02/05 C -2n 7/27/01 0-7 10/31/03 C -14g 9/02/05 C -2o 7/13/01 C -7a 10/31/03 C -14h 12/02/03 C -2p 10/31/03 0-8 4/27/04 0-141 12/02/03 C -2q 3/03/05 C -8a 7/25/97 C -14j 12/02/03 C -2r 3/03/05 C -8b 7/17/98 C -16a 11/08/05 C -2s 3/03/05 C -8c 11/08/05 C -16b 11/08/05 D-la 1/23/02 D- 2.30 -00 11/10/05 D- 2.80 -00 11/10/05 D-lb 10/06/99 D- 2.32 -00 11/10/05 D- 2.82 -00 11/10/05 D-lc 10/06/99 D- 2.34 -00 11/10/05 D- 2.84 -00 11/10/05 D-ld 10/06/99 D- 2.36 -00 11/10/05 0- 2.86 -00 11/10/05 D-le 1/23/02 D- 2.38 -00 11/10/05 D- 2.88 -00 11/10/05 D -1 f 10/06/99 D- 2.40 -00 11/10/05 D- 2.92 -00 11/10/05 D- 2.02 -00 11/10/05 D- 2.42 -00 11/10/05 D -3 7/13/05 D- 2.04 -00 11/10/05 D- 2.44 -00 11/10/05 D -3a 6/30/04 D- 2.06 -00 11/10/05 D- 2.46 -00 11/10/05 D -3b 6/30/04 D- 2.08 -00 11/10/05 D- 2.48 -00 11/10/05 D -3c 6/30/04 D- 2.10 -00 11/10/05 D- 2.60 -00 11/10/05 D -4 12/11/98 D- 2.12 -00 11/10/05 D- 2.62 -00 11/10/05 D -6 6/19/98 0- 2.14 -00 11/10/05 D- 2.64 -00 11/10/05 D -7 10/06/99 0- 2.16 -00 11/10/05 D- 2.66 -00 11/10/05 D -7a 10/06/99 D- 2.18 -00 11/10/05 D- 2.68 -00 11/10/05 D -9 12/11/98 0- 2.20 -00 11/10/05 D- 2.78 -00 11/10/05 E -1 7/25/97 E -4 8/27/03 E -5 5/29/98 E -2 5/29/98 E -4a 8/27/03 F -1 12/17/02 F -2c 6/23/04 F -3c 2/09/05 F-la 12/17/02 F -2d 6/23/04 F -3d 2/09/05 F -2 8/27/99 F -3 1/13/03 F -3e 2/09/05 F -2a 6/23/04 F -3a 2/09/05 F -4 1/13/03 F -2b 2/09/05 F -3b 9/02/05 G -1 9/12/01 G -6 8/27/03 G -8e 8/18/04 G -2 6/04/02 G -6a 8/27/03 G -8f 11/09/05 G -2a 6/04/02 G -6b 8/27/03 G -8g 11/09/05 G -3 11/09/05 G -7 7/18/97 G -9a 6/25/02 G -3a 11/09/05 G -8a 12/15/04 G -9b 2/09/05 G -3b 11/09/05 G -8b 11/09/05 G -9c 11/23/04 G -4a 11/09/05 G -8c 8/18/04 G -9d 2/09/05 G -4b 6/30/04 G -8d 12/15/04 H -1 1/10/02 H -4 8/18/04 H -10 5/29/98 H-la 4/14/00 H -4a 2/25/05 H -12 2/25/05 H-lb 3/04/05 H -4b 2/25/05 H -12a 2/25/05 H-lc 3/04/05 H -6 10/29/03 H -12b 2/25/05 G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 6 -73 H -1 d 1/10/02 H -7 8/10/98 H -13 2/25/05 H-le 4/14/00 H -8 9/18/98 H -13a 2/25/05 H -2 3/04/05 H -9 4/18/97 H -14 2/09/05 1 -1 7/18/97 1 -6 7/17/03 1 -11 9/11/03 1 -2 4/23/99 1 -7 7/17/03 1 -12 7/17/03 1 -3 8/20/99 1 -8 7/17/03 1 -13 7/17/03 1 -4 7/17/03 1 -9 7/17/03 1 -14 7/17/03 1 -5 .......................7 /17/03 1- 10,....,........,..... 7/17/03 1 -15 7 /13/05 J-lb 10/08/99 J -6g 12/12/02 J -11 a 9/02/05 J-lc 4/24/98 J -6h 4/24/98 J -11 b 9/02/05 J-le 8/01/97 J -7a 9/12/01 J -11 c 9/02/05 J-lf 6/23/00 J -7c 6/19/98 J -12 11/08/05 J -3 8/01/97 J -7d 4/24/98 J -15a 10/04/05 J -3b 3/04/05 J -8a 5/20/04 J -15b 10/04/05 J -3c 6/24/02 J -8b 5/20/04 J -16a 3/04/05 L_3r 11 mtimZ J -8• 5 /2n /na 1_1 Rh 9 /n2 /n5 • J - 8/01/97 J -8d 5/20/04 J -1 9/02/05 J -6c 4/24/98 J -9a 4/24/98 J -19 9/02/05 J -6f 4/24/98 J -10 7/18/97 J -20 9/02/05 K -1 12/20/02 K -10 12/20/02 K -19 12/20/02 K -2 12/20/02 K -11 12/20/02 K -20 12/20102 K -3 12/20/02 K -12 12/20/02 K -21 12/20/02 K -4 12/20/02 K -13 12/20/02 K -22 12/20/02 K -5 12/20/02 K -14 12/20/02 K -23 12/20/02 K -6 12/20/02 K -15 12/20/02 K -24 12/20/02 K -7 12/20/02 K -16 12/20/02 K -25 12/20/02 K -8 12/20/02 K -17 12/20/02 K -26 12/20/02 K -9 12/20/02 K -18 12/20/02 K -27 12/20/02 L -1 7/18/97 L -3 7/18/97 L -5a 7/31/98 L -2 7/18/97 L -5 7/31/98 L -6 7/25/97 M- 1.20 -00 2/25/05 M- 3.30 -00 12/15/04 M- 20.10 -00 3/04/05 M- 1.40 -00 2/25/05 M- 3.40 -00 12/15/04 M- 20.20 -00 3/04/05 M- 1.60 -00 2/25/05 M- 3.50 -00 12/15/04 M- 20.30 -00 3/04/05 M- 1.80 -00 2/25/05 M- 5.10 -00 12/15/04 M- 20.40 -00 3/04/05 M- 2.20 -00 2/25/05 M- 7.50 -00 3/04/05 M- 20.50 -00 3/04/05 M- 2.40 -00 2/25/05 M- 9.50 -00 3/04/05 M- 24.20 -00 3/04/05 M- 2.60 -00 2/25/05 M- 11.10 -00 3/04/05 M- 24.40 -00 3/04/05 M- 3.10 -00 12/15/04 M- 15.10 -00 2/25/05 M- 24.60 -00 3/04/05 M-3.20-00 12/15/04 M -1 7 10 -00 3/04/05 G: \PROJECTS12004 \04056 \SPECS 308 IRRIGATION PH2 STG3.dac 6 -74 • • • APPENDIX A BNSF RAILROAD PIPELINE LICENSES G: \PROJECTS12004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc Law Department Approved Contract No. 06 -3004 PIPELINE LICENSE Prior Pipeline License No. 37142 dated 02/15/1921 with the City of Yakima. THIS LICENSE ( "License "), made as of the .1 day of c3UL , 2006 ( "Effective Date ") by and between BNSF RAILWAY COMPANY, a Delaware corporation ( "Licensor ") and CITY OF YAKI1VIA, a municipal corporation ( "Licensee "). NOW THEREFORE, in consideration of the mutual covenants contained herein, the parties agree to the following: GENERAL 1. Licensor hereby grants Licensee a non - exclusive license, subject to all rights, interests, and estates of third parties, including, without limitation, any leases, use rights, easements, liens, or other encumbrances, and upon the terms and conditions set forth below, to construct and maintain, in strict accordance with the drawings and specifications approved by Licensor as part of Licensee's application process (the "Drawings and Specifications "), one (1) Pipeline, 18 inches in diameter inside a 24 inch steel casing ( "PIPELINE "), across or along the rail corridor of Licensor at or near the station of Yakima County of Yakima, State of Washington, Line Segment 0048, Mile Post 90.48_as shown on the attached Drawing No. 1- 38527, dated 3/30/2006 and revised on 04/26/2006, attached hereto as Exhibit "A" and made a part hereof ( "Premises "). 2. Licensee shall not disturb any improvements of Licensor or Licensor's existing lessees, Licensees, easement beneficiaries or lien holders, if any, or interfere with the use of such improvements. 3. Licensee shall use the Premises solely for construction and maintenance of a PIPELINE in accordance with the Drawings and Specifications carrying water. Licensee shall not use the PIPELINE to carry any other commodity or use the Premises for any other purpose. Licensee covenants that it will not handle or transport "hazardous waste" or "hazardous substances ", as "hazardous waste" and "hazardous substances" may now or in the future be defined by any federal, state, or local governmental agency or body through the PIPELINE on Licensor's property. Licensee agrees periodically to furnish Licensor with proof, satisfactory to Licensor that Licensee is in such compliance. Should Licensee not comply fully with the above- stated obligations of this Section, notwithstanding anything contained in any other provision hereof, Licensor may, at its option, terminate this License by serving five (5) days' notice of termination upon Licensee. Upon termination, Licensee shall remove the PIPELINE and restore Licensor's property as herein elsewhere provided. 4. In case of the eviction of Licensee by anyone owning or claiming title to or any interest in the Premises, or by the abandonment by Licensor of the affected rail corridor, Licensor shall not be liable to refund Licensee any compensation paid hereunder, except for the Form 424; Rev. 04/26/05 - 1- Law Department Approved Contract No. 06 -3004 pro -rata part of any recurring charge paid in advance, or for any damage Licensee sustains in connection therewith. 5. Any contractors or subcontractors performing work on the PIPELINE or entering the Premises on behalf of Licensee shall be deemed servants and agents of Licensee for purposes of this License. TERM. 6. This License shall commence on the Effective Date and shall continue for a period of fifty ( years, subject to prier termination as hereinafter described. COMPENSATION 7. (a) Licensee shall pay Licensor, prior to the Effective Date, the sum of FIVE THOUSANDS DOLLARS ($5,0011.00) as compensation for the use of the Premises. (b) Licensee agrees to reimburse Licensor (within thirty (30) days after receipt of bills therefar) — all° costs - -arid expenses= incurred — by Licensor =in- °connection -with - the c Licensee's use of the Premises or l,ll�'r preserlce, onstruction and ma of �. the PIPELINE, including but not limited to the furnishing of Licensor's Flagman and any vehicle rental costs incurred. The cost of flagger services provided by the Railway, when deemed necessary by the Railway's representative, will be borne by the Licensee. The estimated cost for one (1) flagger is $600.00 for an eight (8) hour basic day with time and one -half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation allowance, paid - holidays, Railway and unemployment insurance, public - liability and property damage insurance, health and welfare benefits, transportation, meals, lodging and supervision. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. The flagging rate in effect at the time of performance by the Contractor hereunder will be used to calculate the actual costs of flagging pursuant to this paragraph. (c) All invoices are due thirty (30) days after the date of invoice. In the event that Licensee shall fail to pay any monies due to Licensor within thirty (30) days after the invoice date, then Licensee shall pay interest on such unpaid sum from thirty (30) days after invoice date to the date of payment by Licensee at an annual ys o ulwl r its 4J i- - y- - m- by rate equal to (i) the greater of (a) for the period January 1 through June 30, the prime rate last published in The Wall Street Journal in the preceding December plus two and one -half percent (2 1/2 %), and for the period July 1 through , • i The Wall a Journal the 31, the prime rate last published in e rra�� Street ournal T in he preceding June plus two and one -half percent (2 1/2 %), or (b) twelve percent (12 %), or (ii) the maximum rate permitted by law, whichever is less. COMPLIANCE WITH LAWS Form 424; Rev. 04/26/05 -2- Law Department Approved Contract No. 06 -3004 8. (a) Licensee shall observe and comply with any and all laws, statutes, regulations, ordinances, orders, covenants, restrictions, or decisions of any court of competent jurisdiction ( "Legal Requirements ") relating to the construction, maintenance, and use of the PIPELINE and the use of the Premises. (b) Prior to entering the Premises, Licensee shall and shall cause its contractor to comply with all Licensor's applicable safety rules and regulations. Prior to commencing any work on the Premises, Licensee shall complete and shall require its contractor to complete the safety- training program at the following Internet Website "http:/ /contractororientation.com ". This training must be completed no more than one year in advance of Licensee's entry on the Premises. DEFINITION OF COST AND EXPENSE 9. For the purpose of this License, "cost' or "costs" "expense" or "expenses" includes, but is not limited to, actual labor and material costs including all assignable additives, and material and supply costs at current value where used. RIGHT OF LICENSOR TO USE 10. Licensor except and reserves the right, to be exercised by Licensor and any other parties who may obtain written permission or authority from Licensor: (a) to maintain, renew, use, operate, change, modify and relocate any existing pipe, power, communication lines and appurtenances and other facilities or structures of like character upon, over, under or across the Premises; (b) to °construct, maintain, = renew, - use, operate, .change, modify and relocate any tracks or additional facilities or structures upon, over, under or across the Premises; or (c) to use the Premises in any manner as the Licensor in its sole discretion deems appropriate, provided Licensor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Licensee for the purpose specified in Section 3 above. LICENSEE'S OPERATIONS 11. (a) Licensee shall notify Licensor's Roadmaster, Andy Vulgas at 602 West 3rd Street, Ellensburg, WA 98926, telephone 206 - 625 -6880, at least five (5) business days prior to installation of the PIPELINE and prior to entering the Premises for any subsequent maintenance thereon. (b) In performing the work described in Section 3, Licensee shall use only public roadways to cross from one side of Licensor's tracks to the other. 12. (a) Under no conditions shall Licensee be permitted to conduct any tests, investigations or any other activity using mechanized equipment and/or Form 424; Rev. 04/26/05 -3- taw Depaitment Approved Contract No. 06 -3004 machinery, or place or store any mechanized equipment, tools or other materials, - within twenty -five (25) feet of the centerline of any railroad track on the Premises unless Licensee has obtained prior written approval from Licensor. Licensee shall, at its sole cost and expense, perfoun all activities on and about the Premises in such a manner as not at any time to be a source of danger to or interference with the existence or use of present or future tracks, roadbed or property of Licensor, or the safe operation and activities of Licensor. If ordered to cease using the Premises at any time by Licensor's personnel due to any hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to monitor Licensees use oI the Premises to determine the safe nature thereof, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is safe. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. (b) Licensee shall, at its sole cost and expense, construct and maintain the PIPELINE in such a manner and of such material that it will not at any time be a source of danger to or interference with the existence or use of present or future tracks, roadbed or property of Licensor, or the safe operation and activities of Licensor. _. .. . . -. L . - ..Y �. + _.__ —__ �:. - it(.� -field -- G1'1[Tt r ((��-- /l v o b e im• .. inspect-the �,ic,ensur May u1rGc� One of 1taS V11�111VV1J tv ilvsvl V 3 � ++ construction and /or maintenance of the PIPELINE at any time for compliance with the Drawings and Specifications. If ordered at any time to halt construction or maintenance of the PIPELINE by Licensor's personnel due to non - compliance with the same or any other hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to observe or inspect, or to halt work on, the PIPELINE, it being solely Licensee's responsibility to ensure that the PIPELINE is constructed in strict accordance with the Drawings Specifications and - in a safe and workmanlike manner in compliance with all terms hereof. Neither the exercise nor the failure by Licensor to exercise any right granted by this Section will alter in any way the liability allocation provided by this License. If at any time Licensee shall, in the sole judgment of Licensor, fail to properly perform its obligations under this Section, Licensor may, at its option and at Licensee's sole expense, arrange for the performance of such work as it deems necessary for the safety of its operations and activities. Licensee shall promptly reimburse Licensor for all costs and expenses of such work, upon receipt of an invoice for the same. Licensor's failure to perform any obligations of Licensee shall not alter the liability allocation hereunder. 13. During the construction and any subsequent maintenance performed . on the PIPELINE, Licensee shall perform such work in a manner to preclude damage to the property of Licensor, and preclude interference with the operation of its railroad. The construction of the PIPELINE shall be completed within one (1) year of the Effective Date. Upon completion of the construction of the PIPELINE and after perfouziing any subsequent maintenance thereon, Licensee shall, at Licensee's own cost and expense, restore Licensor's Premises to their former state as of the Effective Date of this License. Form 424; Rev. 04/26/05 -4- Law Department Approved Contract No. 06 -3004 14. If at any time during the term of this License, Licensor shall, desire the use of its rail corridor in such a manner as would, in Licensor's reasonable opinion, be interfered with by the PIPELINE, Licensee shall, at its sole expense, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the PIPELINE as in the sole discretion of Licensor may be necessary to avoid interference with the proposed use of Licensor's rail corridor, including, without limitation, the relocation of the existing or the construction of new a PIPELINE(s). 15. (a) Prior to Licensee conducting any boring work on or about any portion of the Premises, Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing, the Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the Underground Services Association) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Upon Licensee's written request, which shall be made thirty (30) business days in advance of Licensee's requested construction of the PIPELINE, Licensor will provide Licensee any information — that Licensor has iri Elie possession its Engmeenngllepa - rtment= concerningt e --- -- - - - -- existence and approkimate location of Licensor's underground utilities and pipelines at or near the vicinity of the proposed PIPELINE. Prior to conducting any such boring work, the Licensee will review all such material. Licensor does not warrant the accuracy or completeness of information relating to subsurface conditions and Licensee's operations will be subject at all times to the liability provisions herein. (b) For all - bores - greater than 26 -inch diameter and at a depth less than 10.0 feet below bottom of rail, a soil investigation will need to be performed by the Licensee and reviewed by Licensor _ prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Licensor's reasonable opinion that granular material is present, Licensor may select a new location for Licensee's use, or may require Licensee to furnish for Licensor's review and approval, in its sole discretion a remedial plan to deal with the granular material. Once Licensor has approved any such remedial plan in writing, Licensee shall, at its sole cost and expense, carry out the approved plan in accordance with all terms thereof and hereof. 16. Any open hole, boring or well constructed on the Premises by Licensee shall be safely covered and secured at all times when Licensee is not working in the actual vicinity thereof. Following completion of that portion of the work, all holes or borings constructed on the Premises by Licensee shall be: (a) filled in to surrounding ground level with compacted bentonite grout; or Form 424; Rev. 04/26/05 -5- Law Department Approved Contract No, 06 -3004 (b) otherwise secured or retired in accordance with any applicable Legal Requirement. No excavated materials may remain on Licensor's property for more than ten (10) days, but must be properly disposed of by Licensee in accordance with applicable Legal Requirements. 17. Upon termination of this License, Licensee shall, at its sole cost and expense: TT [N all at the sole discreti of (a) remove the PIPELINE and all appurtenances Le11ctill.4GJ L11G1 GLV, or, 0.l Llll+ Jo1V discretion Vll Vl the Licensor, fill and cap or otherwise appropriately decommission the PIPELINE with a method satisfactory to Licensor; (b) report and restore any damage to the Premises arising from, growing out of, or connected with Licensee's use of the Premises; (r) remedy any unsafe conditions on the Premises created or aggravated by Licensee; and (d) leave the Premises in the condition which existed as of the Effective Date of this License. 18. Licensee's on -site supervisions shall retainimaintain a fully executed copy of this License at all times while on the Premises. LIABILITY ( _ 19. (a) TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL AND SHALL CAUSE ITS CONTRACTOR TO RELEASE, INDEMNIFY, DEFEND AND - HOLD - HARMLESS - LICENSOR AND LICENSOR'S AFIILIATED COMPANIES, PARTNERS, SUCCESSORS, ASSIGNS, LEGAL REPRESENTATIVES, OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES AND AGENTS (COLLECTIVELY, "INDEMNITEES ") FOR, FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, FINES, PENALTIES, COSTS, DAMAGES, LOSSES, LIENS, CAUSES OF ACTION, SUITS, DEMANDS, JUDGMENTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, COURT COSTS, ATTORNEYS' FEES AND COSTS OF INVESTIGATION, REMOVAL AND REMEDIATION AND GOVERNMENTAL OVERSIGHT COSTS) ENVIRONMENTAL OR .: rISri (COLLECTIVELY Y "T I A BIT ITIES") (IF ANY N A TTTDTi U1t1LiKW1J11. �I.VLLL'1.11VL'Li L�H�)iL1111�U � V l' I \1 1 \nl V1 \ HIND OR DESCRIPTION OF ANY PERSON OR ENTITY DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM OR RELATED TO (IN WHOLE OR IN PART): (i) THIS LICENSE, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL PROVISIONS, Form 424; Rev. 04/26/05 -6- Law Department Approved Contract No. 06 -3004 (ii) ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE, (iii) LICENSEE'S OCCUPATION AND USE OF THE PREMISES, (iv) . THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED BY LICENSEE, OR (v) ANY ACT OR OMISSION OF LICENSEE OR LICENSEE'S OFFICERS, AGENTS, INVITEES, EMPLOYEES, OR CONTRACTORS, OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE THEY CONTROL OR EXERCISE CONTROL OVER, EVEN IF SUCH LIABILITIES ARISE FROM OR ARE ATTRIBUTED TO, IN WHOLE OR IN PART, . ANY NEGLIGENCE OF ANY INDEMNITEE. THE ONLY LIABILITIES WITH RESPECT TO WHICH .- _ .-- - - = = - = ICI CENSEE' S OBLIGATION - _:TO_ =T - _ --= , ., - = ° = - - -- - _- . - -. DOES - NOT APPLY ARE LIABILITIES TO THE EXTENT PROXIMATELY CAUSED ' BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF AN INDEMNITEE. (b) FURTHER, TO THE FULLEST EXTENT PERMITTED BY LAW, NOTWITHSTANDING THE LIMITATION IN SECTION 19(a), LICENSEE SHALL AND SHALL CAUSE ITS CONTRACTOR TO NOW AND FOREVER WAIVE ANY AND ALL CLAIMS, = REGARDLESS WHETHER BASED ON THE STRICT LIABILITY, NEGLIGENCE OR OTHERWISE, THAT RAILROAD IS AN "OWNER ", "OPERATOR ", "ARRANGER ", OR "TRANSPORTER" WITH RESPECT TO THE PIPELINE FOR THE PURPOSES OF CERCLA OR OTHER ENVIRONMENTAL LAWS. LICENSEE WILL INDEMNIFY, DEFEND AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL SUCH CLAIMS REGARDLESS OF THE NEGLIGENCE OF THE INDEMNITEES. LICENSEE FURTHER AGREES THAT THE USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE SHALL NOT IN ANY WAY SUBJECT LICENSOR TO CLAIMS THAT LICENSOR IS OTHER THAN A COMMON CARRIER FOR PURPOSES OF ENVIRONMENTAL LAWS AND EXPRESSLY AGREES TO INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FOR ANY AND ALL SUCH CLAIMS. IN NO EVENT SHALL LICENSOR BE RESPONSIBLE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. (c) TO THE FULLEST - EXTENT PERMITTED BY LAW, LICENSEE FURTHER AGREES, AND SHALL CAUSE ITS CONTRACTOR TO Form 424; Rev. 04/26/05 -7- Law Depai tment Approved Contract No. 06 -3004 AGREE REGARDLESS OF ANY NEGLIGENCE OR ALLEGED NEGLIGENCE OF ANY INDEMNITEE, TO INDEMNIFY, AND HOLD HARMLESS THE INDEMNITEES AGAINST AND ASSUME THE DEFENSE OF ANY LIABILITIES ASSERTED AGAINST OR SUFFERED BY ANY INDEMNITEE UNDER OR RELATED TO THE FEDERAL EMPLOYERS' LIABILITY ACT ( "FELA ") WHENEVER EMPLOYEES OF LICENSEE OR ANY OF ITS AGENTS, INVITEES, OR C ONTRRACTORS CI, 1M nR LL.EGE TIT AT THE.Y ARE EMPLOYEES OF ANY INDEMNITEE OR OTHERWISE. THIS INDEMNITY SHALL ALSO EXTEND, ON THE SAME BASIS, TO FELA CLAIMS BASED ON ACTUAL. OR ALLEGED VIOLATIONS OF ANV FEDERAL STATE OR LOCAL LAWS OR REGULATIONS, INCLUDING BUT NOT LIMITED TO THE SAFETY APPLIANCE ACT, THE BOILER INSPECTION ACT, THE OCCUPATIONAL HEALTH AND SAFETY ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE. (d) Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit or other proceeding brought against any Indemnitee by any entity, relating - to=any titter covered - by= thisY L - =icense - for which =Licensee= has obligation °to - i • -y -f , r save hold i Indemnitee. '+ 7' 1, aSSUrll� liability for d31u/ ©3 5av� and t vt harmless any lr'iueiiulr�ee. �.,i%eiiSee shall pay all costs incident to such defense, including, but not limited to, attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. PERSONAL PROPERTY WAIVER 20. ALL PERSONAL PROPERTY, INCLUDING, BUT - NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. INSURANCE 21. Licensee shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage: A. Commercial General Liability Insurance. This insurance shall contain broad form contractual liability- with a combined single limit of a minimum of $5,000,000 each occurrence and an aggregate limit of at least $10,000,000. Coverage must be purchased on a post 1998 ISO occurrence or equivalent and include coverage for, but not limited to, the following: ♦ Bodily Injury and Property Damage ® Personal Injury and Advertising Injury Form 424; Rev. 04/26/05 - 8 - 'Law Department Approved Contract No. 06 -3004 • ♦ Fire legal liability ♦ Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: ♦ The employee and workers compensation related exclusions in the above policy shall not apply with respect to claims related to railroad employees. ♦ The definition of insured contract shall be .amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. ♦ Any exclusions related to the explosion, collapse and underground hazards shall be removed. No other endorsements limiting coverage may be included on the policy. B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ♦ Bodily injury and property damage ♦ Any and all vehicles owned, used or hired C. Workers Compensation and .Employers .Liability Insurance. This insurance:: shall include coverage for, but not limited to: ♦ Licensee's statutory liability under the worker's compensation laws of the _state(s)- in -the .work is to be .performed. If optional under State law, the insurance must cover all employees anyway. ♦ Employers' Liability (Part B) with limits of at least $500,000 each. accident, $500,000 by disease policy limit, $500,000 by disease each employee. D. Railroad ° Protective Liability Insurance. This insurance shall name only the Licensor as the Insured with coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The coverage obtained under this policy shall only be effective during the initial installation and /or construction of the PIPELINE. THE CONSTRUCTION OF THE PIPELINE SHALL BE COMPLETED WITHIN ONE (1) YEAR OF THE EFFECTIVE DATE. If further maintenance of the PIPELINE is needed at a later date, an additional Railroad Protective Liability Insurance Policy shall be required. The policy shall be issued on a standard ISO form CG 00 35 10 93 and include the following: ♦ Endorsed to include the Pollution Exclusion Amendment (ISO form CG 28 31 10 93) ♦ Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to include Evacuation Expense Coverage Endorsement. • No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Licensor prior to performing any work or services under this Agreement. Form 424; Rev. 04/26/05 - 9 - Law Department Approved Contract No. 06 -3004 In lieu of providing a Railroad Protective Liability Policy, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or ( ; its contractor. The limits of coverage are the same as above. The cost is $ ❑ I elect to participate in Licensor's Blanket Policy; ❑ I elect not to participate in Licensor's Blanket Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages and certificates of insurance shall reflect that no exclusion exists. Licensee agrees to waive its right of recovery against Licensor for all claims and suits against Licensor. In addition, its insurers, through policy endorsement, waive their right of subrogation against Licensor for all claims and suits. The certificate of insurance must reflect waiver of subrogation endorsement. Licensee further waives its right of recovery, ..,and _its insurers_ also waive their right of - ,_subrogation against Licensor for loss of its owned-or l property or property under. its .care, custody, or. control. Licensee's insurance policies through policy endorsement must include wording which states - that the policy shall be primary and non- contributing -with respect to any insurance carried by Licensor. The certificate of insurance must reflect that the above wording is included in evidenced policies. All policy(ies) required above (excluding Workers Compensation, Contractor's Pollution Legal Liability and if applicable, Railroad Protective) shall include a severability of interest endorsement and shall name Licensor and Iron Horse Development, LLC as an additional insured with respect to work performed under this agreement. Severability of interest and naming Licensor and Iron Horse Development, LLC as additional insureds shall be indicated on the certificate of insurance. Licensee is not allowed to self - insure without the prior written consent of Licensor. If granted by Licensor, any deductible, self - insured retention or other financial responsibility for claims shall be covered directly by Licensee in lieu of insurance. Any and all Licensor liabilities that would otherwise, in accordance with the provisions of this • Agreement, be covered by Licensee's insurance will be covered as if Licensee elected not to include a deductible, self - insured retention, or other financial responsibility for claims. Prior to commencing the Work, Licensee shall furnish to Licensor an acceptable . fcate( of insurance including an original s ignature of t11e. authorized representative certificate(s) of lttsuranvv 1LV1uLLlllg original b """` evidencing the required coverage, endorsements, and amendments. The policy(ies) shall contain a provision that obligates the insurance company(ies) issuing such policy(ies) to notify Licensor in writing at least 30 days prior to any cancellation, non - renewal, substitution or material alteration. This cancellation provision shall be indicated on the Form 424; Rev. 04/26/05 -10- • Law Department Approved Contract No. 06 -3004 certificate of insurance. In the event of a claim or lawsuit involving Railroad arising out of this agreement, Licensee will make available any required policy covering such claim or lawsuit. Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. Licensee represents that this License has been thoroughly reviewed by Licensee's insurance agent(s)/broker(s), who have been instructed by Licensee to procure the insurance coverage required by this Agreement. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. Not more frequently than once every five years, Licensor may reasonably modify the required insurance coverage to reflect then - current risk management practices in the railroad industry and underwriting practices in the insurance industry. If any portion of the operation is to be subcontracted by Licensee, Licensee shall require that the subcontractor shall provide and maintain insurance coverages as set forth herein, naming - licensor- as -an- additional= insured — and - shall= require that= the °subcontractor= shall — release, defend and indemnify - Licensor: to the same extent and under the same terms and conditions as Licensee is required to release, defend and indemnify Licensor herein. Failure to provide -- evidence as required by this section shall - entitle, -but not require, Licensor to terminate this License immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Licensee's obligations hereunder. The fact that insurance (including, without limitation, self - insurance) is obtained by Licensee shall not be deemed to release or diminish the liability of Licensee including, without limitation, liability under the indemnity provisions of this License. Damages recoverable by Licensor shall not be limited by the amount of the required insurance coverage. For purposes of this section, Licensor shall mean `Burlington Northern Santa Fe Corporation ", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. ENVIRONMENTAL 22. (a) Licensee shall strictly comply with all federal, state and local environmental laws and regulations in its use of the Premises, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA (collectively referred to as the "Environmental Laws "). Licensee shall not r maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by Environmental Laws on the Premises. Licensee shall not Form 424; Rev. 04/26/05 - 1 1 - Law Department Approved Contract No. 06 -3004 release or suffer the release of oil or hazardous substances, as defined by Environmental Laws on or about the Premises. (b) Licensee shall give Licensor immediate notice to Licensor's Resource Operations Center at (800) 832 -5452 of any release of hazardous substances on or from the Premises, violation of Environmental Laws, or inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with t to Licensee's use of Premises. T .ir. shall use the best efforts to 1GJ�741/� to L1VN11SVV J e the of P S. e b promptly respond to any release on or from the Premises. Licensee also shall give Licensor immediate notice of all measures undertaken on behalf of Licensee to investigate, remediate, respon t or otherwise cure such release or violation. 111 ...� .�,.,..., ......,........,, d o ..., _ or otherwise - (c) In the event that Licensor has notice from Licensee or otherwise of a release or violation of Environmental Laws arising in any way with respect to the PIPELINE which occurred or may occur during the term of this License, Licensor may require Licensee, at Licensee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises or Licensor's right -of -way. (d)._ - - -- i- mice -sh all promptly -report=to --- Licensor °in -writing= anrconditions =or- activities upon the Premises known to Licensee which• create a risk of harm to persons, property or the environment and shall take whatever action is necessary to prevent injury to persons or property arising out of such conditions or activities; provided, however, that Licensee's reporting to -Licensor shall not - relieve Licensee of any obligation whatsoever imposed on it by this License. Licensee shall promptly respond to Licenser's request for information regarding said conditions or activities. ALTERATIONS 23. Licensee may not make any alterations to the Premises or permanently affix anything to the Premises, or any buildings or other structures adjacent to the Premises without Licensor's prior written consent. NO WARRANTIES 24. LICENSOR'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY IM IMPLIED T\ DU S OR LM PLIED TT, T\ [7U A RR 1 NTTT'i C NOW O IN THE FTITTIR PLIED L U 1 1L' u OR 11111 LI L A r \ i IR S, 1♦ NO REPRESENTATIONS OR WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE PREMISES OR WHICH MAY EXIST BY OPERATION OF LAW OR IN EQUITY, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Form 424; Rev. 04/26/05 -12- Law Department Approved Contract No. 06 -3004 QUIET ENJOYMENT 25. LICENSOR DOES NOT WARRANT ITS TITLE TO THE PROPERTY NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. DEFAULT 26. If default shall be made in any of the covenants or agreements of Licensee contained in this document, or in case of any assignment or transfer of this License by operation of law, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. Any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedy set forth in this Section 26 shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. LIENS AND CHARGES 27. Licensee shall prompt/1)4Y and discharge any and - all liens -- arising - - out` o `any construction, alterations or repairs done, suffered or permitted to be done by Licensee on Premises. Licensor is hereby authorized to post any notices or take any other action upon or with respect to Premises that is or may be permitted by law to prevent the attachment of any such liens to Premises; provided, however, that failure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under -this Section 27 or any other Section of this License. Licensee shall pay when due any taxes, assessments or other charges (collectively, "Taxes ") levied or assessed upon the Improvements by any governmental or quasi - governmental body' or any Taxes levied or assessed against Licensor or the Premises that are attributable to the Improvements. TERMINATION 28. This License may be terminated by Licensor, at any time, by serving thirty (30) days' written notice of termination upon Licensee. This License may be terminated by Licensee upon execution of Licensor's Mutual Termination Letter Agreement then in effect. Upon expiration of the time specified in such notice, this License and all rights of Licensee shall absolutely cease. 29. If Licensee fails to surrender to Licensor the Premises, upon any termination of this License, all liabilities and obligations of Licensee hereunder shall continue in effect until the Premises are surrendered. Termination shall not release Licensee from any liability or obligation, whether of indemnity or otherwise, resulting from any events happening prior to the date of termination. ASSIGNMENT Form 424; Rev. 04/26/05 - 1 3 - Law Department Approved Contract No. 06 -3004 30. Neither Licensee, nor the heirs, legal representatives, successors, or assigns of Licensee, nor any subsequent assignee, shall assign or transfer this License or any interest herein, without the prior written consent and approval of Licensor, which may be withheld in Licensor's sole discretion. NOTICES 31 ti a permitted to be given hereunder by one party to the other shall be 31. Any notice required or pL+l 1111 Llvu be given by party in writing and the same shall be given and shall be deemed to have been served and given if (i) placed in the United States mail, certified, return receipt requested, or (ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the L11LV the custody of a nationally �- --- � - --- _ .. _ u delivery service, party to be notified at the address for such party specified below, or to such other address as the party to be notified may designate by giving the other party no less than thirty (30) days' advance written notice of such change in address. If to Licensor: BNSF Railway Company 2500 Lou Menk Dr. — AOB3 Fort Worth, TX 76131 Attn: Senior Manager Real Estate with a copy to: iron Horse. :Development, LLC c/o Prudential Almon Realty Commercial 111 South 33r Street, Suite 200 Yakima, WA 98901 If to Licensee: City of Yakima 2301 Fruitvale Blvd. Yakima, WA 98902 SURVIVAL 32. Neither termination nor expiration will release either party from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date when the PIPELINE and improvements are removed and the Premises are restored to its condition as of the Effective Date. RECORDATION 33. It is understood and agreed that this License shall not be placed on public record. APPLICABLE LAW 34. All questions concerning the interpretation or application of provisions of this License shall be decided according to the substantive laws of the State of Texas without regard to conflicts of law provisions. Form 424; Rev. 04/26/05 - 14 - 'Law Depai lment Approved Contract No. 06 -3004 SEVERABILITY 35. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. INTEGRATION 36. This License is the full and complete agreement between Licensor and Licensee with respect to all matters relating to Licensee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Licensee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Licensee or Licensee's obligation to defend and hold Licensor harmless in any prior written agreement between the parties. MISCELLANEOUS 37 In - the - event - that_ Licensee- consists of -two .or = more- = parties -- all- the -= covenants -= and - - - - -- agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. `_. 38. The waiver =by Licensor of the breach of any pro vision - herein by= Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. • Iron Horse Development, LLC is acting as representative for BNSF Railway Company. IN WITNESS WHEREOF, this License has been duly executed, in duplicate, by the parties hereto as of the day and year first above written. BNSF RAILWAY COMPANY B ak .. Stephen M Kul ma , Manager - Land Revenue Management CITY OF YAKIMA By z; Title: .21i if �- { I T = y t : J F E o n 4Q4; Rev. 04/26/05 City Clerk S -3o - ; cb .‘ TRACKING N0.06 30 EXHIBIT "A°° k f - ATTACHED TO CONTRACT BETWEEN *`,-`. BNSF RAILWAY COMPANY AND N I_- CITY OF YA <IMA in c cO i CnI P Ry w SCALE: 1 IN. =200 FT. WA -02 SECTION: 13 = rnwfJslt tP 13N °- NORTHWEST DIV. YAKIMA VALLEY SUBDIV. L.S.0048 RANGE: 19E 11111111 DATE 03/30/2006 ,''',, MERIDIAN: WILLM REVISION DATE 04/26/2006 I _ w �— r i � N sold b 3ss9 I I l 1 '''-'21 !`._'„ _—.n _ ` { � I {� MP 90:48 / d t � I RO , I ERTY LINE f F g in e. to 9 ES 4769 +9 T i It N 0 o I ` — Y � d • ir . _. .. __ . - BF-23441 L-P — _ ,n. T �� ru ^ i �Yr � i7 I �: � 6^z.. , �s4 -- 8 ,, k. �rt.3� saF'r �� � }s kd-- 4,, I 42°+87 ,� s9 � - w •} 1i _. _1 _ : tam _ �_.. a.� • 200' r— =, ro . .. _ .'' 4 °- ,cl - ;t L sum , q `rB. :. b � - _ - . - y BF 23441 S I ' PC 12 I ' :t.,,w; — ' � E ' f + i rig, , ! J 271,322 Y � ..'. ..,..� .r- X77- LC@�75Bl I"' E 0 S, & JCT. IN-414 +714 ur •. cn lhe''''''. ' •+ -fit I %41Iter Tbiatr w� la i e F. , tip. -. – - - -= �r� . .- •: w 1 6- It I '" . 9 PROPE Y I "" NE — x DESCRIPTION OF PIPELINE PIPELINE SHOWN BOLD CARRIER CASING CARRIER CASING PIPE PIPE PIPE PIPE SIZE: 18" 24" LENGTH ON R /W: 300' 278' CONTENTS: WATER WORKING PRESSURE: 30 PSI „ PIPE MATERIAL: HDPE STEEL BURY: BASE /RAIL TO TOP OF CASING 5' 6.. SPECIFICATION / GRADE: SDR -26 GR —B BURY: NATURAL GROUND 3' THICKNESS: .692" .375" BURY: ROADWAY DITCHES 3 ' • COATING: N/A N/A CATHODIC PROTECTION N/A VENTS: NUMBER N/A SIZE — HEIGHT OF VENT ABOVE GROUND — NOTE: CASING TO BE JACKED OR DRY BORED ONLY AT YAKIMA k COUNTY OF YAK I MA STATE OF WA THM DRAWING NO. 1 -38527 Law Department Approved Contract No. 06 -3005 / PIPELINE LICENSE Prior License No. 37142 dated 02/15/1921 with the City of Yakima THIS LICENSE ( "License "), made as of the - A day of alb) Pf`l , 2006 ( "Effective Date ") by and between BNSF RAILWAY COMPANY, a Delaware corporation ( "Licensor ") and CITY OF YAKIMA, a municipal corporation ( "Licensee "). NOW THEREFORE, in consideration of the mutual covenants contained herein, the parties agree to the following: GENERAL 1. Licensor hereby grants Licensee a non - exclusive license, subject to all rights, interests, and estates of third parties, including, without limitation, any leases, use rights, easements, liens, or other encumbrances, and upon the terms and conditions set forth below, to construct and maintain, in strict accordance with the drawings and specifications approved by Licensor as part of Licensee's application process (the "Drawings and Specifications "), one (1) Pipeline, 18 inches in diameter inside a 24 inch steel casing ( "PIPELINE "), across or along the rail corridor of Licensor at or near the = staton_o£Yakima,.Counof Yakima, _State of Washington, Line Segment 0048, Mile Post 89.58 as shown on the attached Drawing No 1- 38526, dated 3/30/06 and revised on 04/27/2006, attached hereto as Exhibit "A" and made a part hereof ( "Premises "). 2. Licensee shall not disturb any improvements of Licensor or Licensor's - existing lessees, Licensees, easement beneficiaries or lien holders, if any, or interfere with the use of such improvements. 3. Licensee shall use the Premises solely for construction and maintenance of a PIPELINE in accordance with the Drawings and Specifications carrying water. Licensee shall not use the PIPELINE to carry any other commodity or use the Premises for any other purpose. Licensee covenants that it will not handle or transport "hazardous waste" or "hazardous substances ", as "hazardous waste" and "hazardous substances" may now or in the future be defined by any federal, state, or local governmental agency or body through the PIPELINE on Licensor's property. Licensee agrees periodically to furnish Licensor with proof, satisfactory to Licensor that Licensee is in such compliance. Should Licensee not comply fully with the above - stated obligations of this Section, notwithstanding anything contained in any other provision hereof, Licensor may, at its option, terminate this License by serving five (5) days' notice of termination upon Licensee. Upon tei,.nination, Licensee shall remove the PIPELINE and restore Licensor's property as herein elsewhere provided. 4. In case of the eviction of Licensee by .anyone owning or claiming title to or any interest in the Premises, or by the abandonment by Licensor of the affected rail corridor, Licensor shall not be liable to refund Licensee any compensation paid hereunder, except for the Form 424; Rev. 04/26/05 -1- Law Department Approved Contract No. 06 -3005 pro -rata part of any recurring charge paid in advance, or for any damage Licensee sustains in connection therewith. (� 5. Any contractors or subcontractors performing work on the PIPELINE or entering the Premises on behalf of Licensee shall be deemed servants and agents of Licensee for purposes of this License. T'EE KIVI 6. This License shall commence on the Effective Date and shall continue for a period of fifty (50) __t_ • t to r ter.....in.,tio... as hereinafter described. lecribel� I1rCy IJU� years, subject LU prior termination CtJ 11�+11�111LL16vt uwv�,.,..u.. COMPENSATION 7. (a) - Licensee shall pay Licensor, prior to the Effective Date, the sum of FIVE THOUSAND DOLLARS ($5,000.00) as compensation for the use of the Premises. (b) Licensee agrees to reimburse Licensor (within thirty (30) days after receipt of bills - . - - -- -- - - -- ..- _..- - - - - -- �1�or =�F rl ° =4:,;� - =11 —��: -tom... - a y ancP r irr . °_y- T .r[ ens o �1'-11Y— ro ectl Ltl'O.n.: wlt _- 111G1\+lol� � 1V1 a.. •..�5,.� an� .'�p.,.�.... �-.1- _e __ Licensee's use of the Premises or the presence, construction and maintenance of the PIPELINE, including but not limited to the furnishing of Licensor's Flagman and any vehicle rental costs incurred. The cost of flagger services provided by the Railway, when deemed necessary by the Railway's representative; will --b -borne by the Licensee. The estimated cost for one (1) flagger is $600.00 for an eight (8) hour basic day with time and one -half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation allowance, paid holidays, Railway -and unemployment - insurance, public liability and property damage insurance, health and welfare benefits, transportation, meals, lodging and supervision. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. The flagging rate in effect at the time of performance by the Contractor hereunder will be used -to calculate the - actual- costs -of - flagging - - pursuant to this paragraph. (c) All invoices are due thirty (30) days after the date of invoice. In the event that Licensee shall fail to pay any monies due to Licensor within thirty (30) days after the invoice date, then Licensee shall pay interest on such unpaid sum from thirty (30) days after its invoice date to the date of pa by Licensee at an annual rate equal to (i) the greater of (a) for the period January 1 through June 30, the prime rate last published in The Wall Street Journal in the preceding December plus two and one -half percent (2 1/2 %), and for the period July 1 through December 31, the prime rate last published in The Wall Street Journal in the preceding June plus two and one -half percent (2 1/2 %), or (b) twelve percent (12 %), or (ii) the maximum rate permitted by law, whichever is less. Form 424; Rev. 04/26/05 -2- Law Department Approved Contract No. 06 -3005 COMPLIANCE WITH LAWS 8. (a) Licensee shall observe and comply with any and all laws, statutes, regulations, ordinances, orders, covenants, restrictions, or decisions of any court of competent jurisdiction ( "Legal Requirements ") relating to the construction, maintenance, and use of the PIPELINE and the use of the Premises. (b) Prior to entering the Premises, Licensee shall and shall cause its contractor to comply with all Licensor's applicable safety rules and regulations. Prior to commencing any work on the Premises, Licensee shall complete and shall require its contractor to complete the safety - training program at the following Internet Website " http : / /contractororientation.com ". This training must be completed no more than one year in advance of Licensee's- entry on the Premises. DEFINITION OF COST AND EXPENSE 9. For the purpose of this License, "cost' or "costs" "expense" or "expenses" includes, but is not limited to, actual labor and material costs including all assignable additives, and material and supply costs at current value where used. RIGHT OF LICENSOR TO USE 10. Licensor excepts and reserves the right, to be exercised by Licensor and any other parties who may obtain written'permission or authority from Licensor: (a) to maintain, renew, use, operate, change, modify and relocate any existing pipe, power, communication lines and appurtenances and other facilities or structures of like character upon, over, under or :across the Premises; (b) to construct, maintain, renew, use, operate, change, modify and relocate any tracks or additional facilities or structures upon, over, under or across the Premises; or (c) to use the Premises in any manner as the Licensor in its sole discretion deems appropriate, provided Licensor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Licensee for the purpose specified in Section 3 above. LICENSEE'S OPERATIONS 11. (a) Licensee shall notify Licensor's Roadmaster, Andy Vulgas at 602 West 3r Street, Ellensburg, WA 98926, telephone 206 - 625 -6880, at least five (5) business days prior to installation of ,the PIPELINE and prior to entering the Premises for any subsequent maintenance thereon. (b) In performing the work described in Section 3, Licensee shall use only public roadways to cross from one side of Licensor's tracks to the other. Form 424; Rev. 04/26/05 -3- Law Depa hnent Approved Contract No. 06 -3005 12. (a) Under no conditions shall Licensee be peilliitted to conduct any tests, investigations or any other activity using mechanized equipment and /or machinery, or place or store any mechanized equipment, tools or other materials, within twenty -five (25) feet of the centerline of any railroad track on the Premises unless Licensee has obtained prior written approval from Licensor. Licensee shall, at its sole cost and expense, perform all activities on and about the Premises in such a manner as not at any time to be a source of danger to or interference with existence future tracks, roadbed or property of W1611 the existence of use of prESeiu or 1LiLLlre LL.uVl \J, 1Vauvvu or r ,lo�,vlL y Licensor, or the safe operation and activities of Licensor. If ordered to cease using the Premises at any time by Licensor's personnel due to any hazardous right condition, Licensee ee sh ;, - at do so NN o t w ith s t a nding the f ght GVlllll LlVll, L1VV11JVV J11LL11 L1 11111V U 1 w 4v1,' u V uv. .. .... - ., . .... .. .. . ... b - - - -b - b - -` of Licensor, the parties agree that Licensor has no duty or, obligation to monitor Licensee's use of the Premises to determine the safe nature thereof, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is safe. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. (b) Licensee shall, at its sole cost and expense, construct and maintain the PIPELINE in such a manner and of such material that it will not at any time be a source of 'danger - with -- the - existence -- or of= present = or- future - tracks - - roadbed or property of Licensor, or the safe operation and activities of Liconsor. Licensor may direct one of its field engineers to observe or inspect the construction and /or maintenance of the PIPELINE at any time for compliance with the Drawings and - Specifications. If ordered at any time to halt construction or maintenance- of the PIPELINE by Licensor's personnel due to non - compliance with the same or any other hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty -or-obligation to observe-or-inspect, or to halt work on the PIPELINE, it being solely Licensee's responsibility to ensure that the PIPELINE is constructed in strict accordance with the Drawings and Specifications and in a safe and workmanlike manner in compliance with all terms hereof. Neither the exercise nor the failure by Licensor to exercise any right granted by this Section will alter in any way the liability allocation provided by this License. If at any time Licensee shall, in the sole judgment of Licensor, fail to properly perform its obligations under this Section, Licensor may, at its option and at Licensee's sole expense, arrange for the performance of such work as it deems necessary for the safety of its operations and activities. Licensee shall promptly reimburse Licensor for all costs and expenses of such work, upon receipt of an invoice for the same. Licensor's failure r o e rf rw. obligations of Licensee shall not alter the L1cG11sU1 J 1[L11u1G t W perform any of L1VV11JVV Jllwll 11VL alter the liability allocation hereunder. 13. During the construction and any subsequent maintenance performed on the PIPELINE, Licensee shall perform such work in a manner to preclude damage to the property of Licensor, and preclude interference with the operation of its railroad. The construction of the PIPELINE shall be completed within one (1) year of the Effective Date. Upon completion of the construction of the PIPELINE and after performing any subsequent Form 424; Rev. 04/26/05 -4- Law Department Approved Contract No. 06 -3005 maintenance thereon, Licensee shall, at Licensee's own cost and expense, restore Licensor's Premises to their fomier state as of the Effective Date of this License. 14. If at any time during the term of this License, Licensor shall desire the use of its rail corridor in such a manner as would, in Licensor's reasonable opinion, be interfered with by the PIPELINE, Licensee shall, at its sole expense, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the PIPELINE as in the sole discretion of Licensor may be necessary to avoid interference with the proposed use of Licensor's rail corridor, including, without limitation, the relocation of the existing or the construction of new a PIPELINE(s). 15. (a) Prior to Licensee conducting any boring work on or a_ bout any portion of the Premises, Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing, the Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the Underground Services Association) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with - rueclianized equipment. Upon-L' written request, - - - -- - -- which shall made thirty (30) business days in advance of Licensee's requested construction of the PIPELINE, Licensor will provide Licensee any information that Licensor has in the possession of its Engineering Department concerning the existence and approximate location of Licensor's underground utilities and pipelines at or near the vicinity of the proposed PIPELINE. Prior to conducting any such boring work, the Licensee will review all such material. Licensor does not warrant the accuracy or completeness of information relating to subsurface conditions and Licensee's operations will be subject at all times to the liability provisions herein. (b) For all bores greater than 26 -inch diameter and at a depth less than 10.0 feet below bottom of rail, a soil investigation will need to be perfoinied by the Licensee and reviewed by Licensor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Licensor's reasonable opinion that granular material is present, Licensor may select a new location for Licensee's use, or may require Licensee to furnish for Licensor's review and approval, in its sole discretion a remedial plan to deal with the granular material. Once Licensor has approved any such remedial plan in writing, Licensee shall, at its sole cost and expense, carry out the approved plan in accordance with all terms thereof and hereof. 16. Any open hole, boring or well constructed on the Premises by Licensee shall be safely covered and secured at all times when Licensee is not working in the actual vicinity thereof. Following completion of that portion of the work, all holes or borings constructed on the Premises by Licensee shall be: Form 424; Rev. 04/26/05 - 5 - Law Department Approved Contract No. 06 -3005 (a) filled in to surrounding ground level with compacted bentonite grout; or (b) otherwise secured or retired in accordance with any applicable Legal Requirement. No excavated materials may remain on Licensor's property for more than ten (10) days, but must be properly disposed of by Licensee in accordance with applicable Legal Requirements. 17. Upon termination o f this License, Licensee shall, at its sole cost and expense: (a) remove the PIPELINE and all appurtenances thereto, or, at the sole discretion of _ PIPELINE the Licensor, fill and cap or otherwise appropriately decommission t he PIPELINE with_a_method satisfactory to Licensor; (b) report and restore any damage to the Premises arising from, growing out of, or conne connected with T i YIse of the Premises; cted YY with J J d�d1dSSV YV J •+vv v+ r+ + + �. +�� ��, (c) remedy any unsafe conditions on the Premises created or aggravated by Licensee; and ((1) leave the YremlSeS ll1 fi1B COiit'15 fiOn - dVntP:21Ct -ate Cil sue i.:i_ieC«.v -e Date.v thus License. 18. Licensee's on-site supervisions shall retain/maintain a fully executed copy of this License at all times while onthe Premises. LIABILITY 19. (a) TO THE`FUL EXTENT PERMITTED BY LAW, LICENSEE SHALL AND SHALL CAUSE ITS CONTRACTOR TO RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS LICENSOR AND LICENSOR'S AFFILIATED COMPANIES, PARTNERS, SUCCESSORS, ASSIGNS, LEGAL REPRESENTATIVES, OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES AND AGENTS (COLLECTIVELY, "INDEMNITEES ") FOR, FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, FINES, PENALTIES, COSTS, DAMAGES, LOSSES, LIENS, CAUSES OF ACTION, SUITS, DEMANDS, JUDGMENTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, COURT COSTS, ATTORNEYS' FEES AND COSTS OF INVESTIGATION, REMOVAL AND REMEDIATION AND GOVERNMENTAL OVERSIGHT COSTS) ENVIRONMENTAL OR OTHERWISE (COLLECTIVELY "LIABILITIES") OF ANY NATURE, KIND OR DESCRIPTION OF ANY PERSON OR ENTITY DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM OR RELATED TO (IN WHOLE OR IN PART): (i) THIS LICENSE, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL PROVISIONS, Form 424; Rev. 04/26/05 -6- Law Depai linent Approved Contract No. 06 -3005 (ii) ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE, (iii) LICENSEE'S OCCUPATION AND USE OF THE PREMISES, (iv) TIIE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED BY LICENSEE, OR (v) ANY ACT OR OMISSION O.F.LICENSEE OR LICENSEE'S OFFICERS, AGENTS, INVITEES, EMPLOYEES, OR CONTRACTORS, OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE THEY CONTROL OR EXERCISE CONTROL OVER, EVEN IF SUCH LIABILITIES ARISE FROM OR ARE ATTRIBUTED TO, IN WHOLE OR IN PART, ANY NEGLIGENCE OF ANY - = INDENINI- TEE:°- THE = ONLYZIABILITIES - WITH _- RESPECT =TO -., -,` C - - - - - - -- - - - - - -- - LICENSEE'S OBLIGATION TO INDEMNIFY THE INDEMNITEES DOES NOT APPLY ARE LIABILITIES TO THE EXTENT PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE OR WILLFUL`MISCONDUCT OF AN INDEMNITEE. (b) FURTHER, TO THE FULLEST EXTENT PERMITTED BY LAW, NOTWITHSTANDING THE LIMITATION IN SECTION 19(a), LICENSEE SHALL AND SHALL CAUSE = ITS -CONTRACTOR NOW AND FOREVER WAIVE ANY AND ALL CLAIMS, REGARDLESS WHETHER BASED ON THE STRICT LIABILITY, NEGLIGENCE OR OTHERWISE, THAT RAILROAD IS AN "OWNER ", "OPERATOR ", "ARRANGER ", OR "TRANSPORTER" WITH RESPECT TO THE PIPELINE FOR THE PURPOSES OF CERCLA OR OTHER ENVIRONMENTAL LAWS. LICENSEE WILL INDEMNIFY, DEFEND AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL SUCH CLAIMS REGARDLESS OF THE NEGLIGENCE OF THE INDEMNITEES. LICENSEE FURTHER AGREES THAT THE USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE SHALL NOT IN ANY WAY SUBJECT LICENSOR TO CLAIMS THAT LICENSOR IS OTHER THAN A COMMON CARRIER FOR PURPOSES OF ENVIRONMENTAL LAWS AND EXPRESSLY AGREES TO INDEMNIFY, DEFEND, AND HOLD THE _ INDEMNITEES HARMLESS FOR ANY AND ALL SUCH CLAIMS. IN NO EVENT SHALL LICENSOR BE RESPONSIBLE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. Form 424; Rev. 04/26/05 - 7 - Law Department Approved Contract No. 06 -3005 (c) TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE FURTHER AGREES, AND SHALL CAUSE ITS CONTRACTOR TO (^ AGREE REGARDLESS OF ANY NEGLIGENCE OR ALLEGED NEGLIGENCE OF ANY INDEMNITEE, TO INDEMNIFY, AND HOLD HARMLESS THE IND.EMNITEES AGAINST AND ASSUME THE DEFENSE OF ANY LIABILITIES ASSERTED AGAINST OR SUFFERED BY ANY INDEMNITEE UNDER OR RELATED TO THE FEDERAL > ACT /�lTTT . ��� I7 TTT�7L•T) EMPLOYEES li`C EMPLOYERS' ERS' LIABILI'1 Y AC �1 -( .r ELH ) �V .11L' is L�' VL' R E` Ml LO �1 EE' S OF LICENSEE OR ANY OF ITS AGENTS, INVITEES, OR • CONTRACTORS CLAIM OR ALLEGE THAT THEY ARE EMPLOYEES ANY T NDE iiNITEE OR OTHERWISE. TH T IS TNTY 1 NITY SB 1- .T OF Al'V Y i1V1IL' 1V1LV11.P1L' un V 111L' 1'� yr n�.u. t u i.v . u, yi i.0 •x� ALSO _EXTEND, ON THE _SAME BASIS, TO FELA CLAIMS BASED ON ACTUAL OR ALLEGED VIOLATIONS OF ANY FEDERAL, STATE OR LOCAL LAWS OR REGULATIONS, INCLUDING BUT NOT LIMITED TO THE SAFETY APPLIANCE ACT, TH E. BOILER INSPECTION ACT, THE OCCUPATIONAL HEALTH AND SAFETY ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE. ( • vpGii '`i ° �' - ^ iT� ^PnSOi� Ll�encP� a��PCrY(n `�CC1�7Y1e th�T�e�en�ea lawsuit or other proceeding'brougit against any 1n i&nIiitee by any entity, relating to any matter covered by this License for which Licensee has an obligation to assume liability for and /or save and hold harmless any Indemnitee: Licensee shall pay all costs incident - to such including, but not attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. PERSONAL PROPERTY `WAIVER 20. ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. INSURANCE 21. Licensee shall, at its sole cost and expense, procure and maintain durin the life of this Agreement the following insurance coverage: A. -Commercial General Liability Insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $5,000,000 each occurrence and an aggregate limit of at least $10,000,000. Coverage must be purchased on a post 1998 ISO occurrence or equivalent and include coverage for, but not limited to, the following: ® Bodily Injury and Property Damage Form 424; Rev. 04/26/05 -8- Law Department Approved Contract No. 06 -3005 • Personal Injury and Advertising Injury • Fire legal liability • Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: ♦ The employee and workers compensation related exclusions in the above policy shall not apply with respect to claims related to railroad employees. ♦ The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. • Any exclusions related to the explosion, collapse and underground hazards shall be removed. No other endorsements limiting coverage may be included on the policy. B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ♦ Bodily injury and property damage — — = Any- and- all,vehieles- owned; used =or= hired C. Workers Compensation and Employers Liability Insurance. This insurance shall include coverage for, but not limited to: i Licensee's statutory liability under the worker's compensation - laws of state(s) in which the work is to be performed. If optional under State law, the insurance must cover all employees anyway. ♦ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. D. Railroad Protective Liability Insurance. This insurance shall name only the Licensor as the Insured with coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The coverage obtained under this policy shall only be effective during the initial installation and /or construction of the PIPELINE. THE CONSTRUCTION OF THE PIPELINE SHALL BE COMPLETED WITHIN ONE (1) YEAR OF TAF, EFFECTIVE DATE. If further maintenance of the PIPELINE is needed at a later date, an additional Railroad Protective Liability Insurance Policy shall be required. The policy shall be issued on a standard ISO form CG 00 35 10 93 and include the following: • Endorsed to include the Pollution Exclusion Amendment (ISO form CG 28 31 10 93) • Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to include Evacuation Expense Coverage Endorsement. ♦ No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Licensor prior to performing any work or services under this Agreement. Form 424; Rev. 04/26/05 -9- Law Department Approved Contract No. 06 -3005 In lieu of providing a Railroad Protective Liability Policy, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or ( ; its contractor. The limits of coverage are the same as above. The cost is $ . ❑ I elect to participate in Licensor's Blanket Policy; ❑ I elect not to participate in Licensor's Blanket Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages and certificates of insurance shall reflect that no exclusion exists. Licensee agrees to waive its right oI recovery against Licensor for all claims and suits against Licensor. In addition, its insurers, through policy endorsement, waive their right of subrogation against Licensor for all claims and suits. The certificate of insurance must reflect waiver of subrogation endorsement. Licensee further waives its right of recovery, and—its insurers _ also — waive— their_right_of subrogation — against ,icensoz_for- loss- of_its_ owned or leased property or property under its care, custody, or control. Licensee's insurance policies through policy endorsement must include wording which states .that_the policy. shall.be.primary _and .non .contributing: with respect to any insurance carried by Licensor. The certificate of insurance must reflect that the above wording is included in evidenced policies. All policy..(ies).required above (excluding Workers Compensation„ Contractor's Pollution Legal Liability and if applicable, Railroad Protective) shall include a severability of interest endorsement and shall name Licensor and Iron Horse Development, LLC as an additional insured with respect to work performed under this agreement. Severability of interest and naming Licensor and Iron Horse Development, LLC as additional insureds shall be indicated on the certificate of insurance. Licensee is not allowed to self-insure without the prior written consent of Licensor. If granted by Licensor, any deductible, self - insured retention or other financial responsibility for claims shall be covered directly by Licensee in lieu of insurance. Any and all Licensor liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by Licensee's insurance will be covered as if Licensee elected not to include a deductible, self - insured retention, or other financial responsibility for claims. Prior to commencing the Work, Licensee shall furnish to Licensor an acceptable certificate(s) of insurance including an original signature of the authorized representative evidencing the required coverage, endorsements, and amendments. The policy(ies) shall contain a provision that obligates the insurance company(ies) issuing such policy(ies) to notify Licensor in writing at least 30 days prior to any cancellation, non - renewal, substitution or material alteration. This cancellation provision shall be indicated on the Form 424; Rev. 04/26/05 -10 Law Depaitaient Approved Contract No. 06 -3005 certificate of insurance. In the event of a claim or lawsuit involving Railroad arising out of this agreement, Licensee will make available any required policy covering such claim or lawsuit. Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. Licensee represents that this License has been thoroughly reviewed by Licensee's insurance agent(s)/broker(s), who have been instructed by Licensee to procure the insurance coverage required by this Agreement. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. Not more frequently than once every five years, Licensor may reasonably modify the required insurance coverage to reflect then - current risk management practices in the railroad industry and underwriting. practices in the insurance industry. If any portion of the operation is to be subcontracted by Licensee, Licensee shall require that the subcontractor shall provide and maintain insurance coverages as set forth herein, naming Licensor =as ari additional insured ,- -arid shall "require tharthe= subcontractor -s a - — release, defend and indemnify Licensor the same extent and under the same terms a.nd conditions as Licensee is required to release, defend and indemnify Licensor herein. Failure - to provide.: evidence as required by this -section shall entitle, but not require, -Licensor to teuninate this License immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Licensee's obligations hereunder. The fact that insurance (including, without limitation, self - insurance) is obtained by Licensee shall not be deemed to release or diminish the liability of Licensee including, without limitation, liability under the indemnity provisions of this License. Damages recoverable by Licensor shall not be limited by the amount of the required insurance coverage. For purposes of this section, Licensor shall mean "Burlington Northern Santa Fe Corporation ", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. ENVIRONMENTAL 22. (a) Licensee shall strictly comply with all federal, state and local environmental laws and regulations in its use of the Premises, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA (collectively referred to as the "Environmental Laws "). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by Environmental Laws on the Premises. Licensee shall not Form 424; Rev. 04/26/05 - 1 1 - Law Department Approved Contract No. 06 -3005 release or suffer the release of oil or hazardous substances, as defined by f Environmental Laws on or about the Premises. • (b) Licensee shall give Licensor immediate notice to Licensor's Resource Operations Center at (800) 832 -5452 of any release of hazardous substances on or from the Premises, violation of Environmental Laws, or inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Licensee's use oI the Premises. Licensee shall use the best efforts to promptly respond to any release on or from the Premises. Licensee also shall give Licensor immediate notice of all measures undertaken on behalf of Licensee to Jiat respond t o otherwise dire such release o r violation. reII1C(i1d6G,.leJ�7Vllu to or VLlll+l W1Jl• �.ui�. JuVll ...�..�.�.. �.. ....�...,..•..• (c) In the event that Licensor has notice from Licensee or otherwise of a release or violation of Environmental Laws arising in any way with respect to the PIPELINE which occurred or may occur during the term of this License, Licensor may require Licensee, at Licensee's sole.risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises or Licensor's right -of -way. - - - = - -- i° — ; T i n om e7s is t- t re Orrt`r Lice s - o mit-. ruin- -any con itio s - o'1 - actaL`viti L�ceu�ee shah prornp��,� ��p.,�� �„ �,�.,..�..,.,_ u:�r_�_ -- -g -- -., -�- - upori the Premises known to Licensee svhieh create a risk of - harm to persons, property or the environment and.shall take whatever action is necessary to prevent injury to persons or property , arising out of such conditions or activities; provided, however; that Licensee's reporting Licensor shall not relieve License - e of any obligation - whatsoever imposed on it by this License. Licensee shall promptly respond to Licensor's request for information regarding said conditions or activities. ALTERATIONS • 23. Licensee may not make any alterations to the Premises or permanently affix anything to the Premises or any buildings or other structures adjacent to the Premises without Licensor's prior written consent. NO WARRANTIES 24. LICENSOR'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY NOW OR � IN THE FUTURE. IMPLIED DUTIES OR IMPLIED WARRANTIES, NOW OR i HE >i v i u> . NO REPRESENTATIONS OR WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE PREMISES OR WHICH MAY EXIST BY OPERATION OF LAW OR IN EQUITY, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 7 Form. 424; Rev. 04 /26/05 - 12 - Law Department Approved Contract No. 06 -3005 QUIET ENJOYMENT 25. LICENSOR DOES NOT WARRANT ITS TITLE TO THE PROPERTY NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. DEFAULT 26. If default shall be made in any of the covenants or agreements of Licensee contained in this document, or in case of any assignment or transfer of this License by operation of law, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon - Licensee. Any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedy set forth in this Section 26 shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. LIENS AND CHARGES 27. Licensee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Licensee on Premises. Licensor is hereby authorized to post any notices or take any other action upon or - with respect to Premises that is or may be permitted by law to prevent the attachment of any such liens to Premises; provided, - however, that failure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under this Section 27 or any other Section of this License. Licensee shall pay when due any taxes, assessments or other charges (collectively, "Taxes ") levied or assessed upon the Improvements by any governmental or quasi- governmental body or any Taxes - levied or assessed against Licensor or the Premises that are attributable to the Improvements. TERMINATION 28. This License may be terminated by Licensor, at any time, by serving thirty (30) days' written notice of termination upon Licensee. This License may be terminated by Licensee upon execution of Licensor's Mutual Termination Letter Agreement then in effect. Upon expiration of the time specified in such notice, this License and all rights of Licensee shall absolutely cease. 29. If Licensee fails to surrender to Licensor the Premises, upon any termination of this License, all liabilities and obligations of Licensee hereunder shall continue in effect until the Premises are surrendered. Termination shall not release Licensee from any liability or obligation, whether of indemnity or otherwise, resulting from any events happening prior to the date of termination. i Form 424; Rev. 04/26/05 -13- Law Department Approved Contract No. 06 -3005 ASSIGNMENT t '\ 30. Neither Licensee, nor the heirs, legal representatives, successors, or assigns of Licensee, nor any subsequent assignee, shall assign or transfer this License or any interest herein, without the prior written consent and approval of Licensor, which may be withheld in Licensor's sole discretion. NOTICES 31. Any notice required or permitted to be given hereunder by one party to the other shall be and ,...«.,...,1..,11 1-. given shall 1 t .o deemed o have beer. served .�n,1 rr- i ye n 111 Wining a.uu i.0 Jcuiil� JiiaLii VV E ',i vlJii aiii. Jiicii V�+ uv�.utvu w it4 vv v..vu Jvi v.. and �t vvat if.(i)..placed in the United States_mail, certified, return receipt requested, or ,(ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the party to be notified at the address for such party specified below, or to such other address as the party to be notified may designate by giving the other party less than thirty days' advance written notice of such change in address. If to Licensor: BNSF Railway Company 2500 Lou Menk Dr. — AOB3 Attn: Senior Manager Real Estate with a copy to: Iron Horse Development, LLC c/o Prudential Almon Realty Commercial 111 South 33r Street, Suite 200 Yakima, WA 98901 - Tito - Licensee: City of Yakima 2301 Fruitvale Blvd. Yakima, WA 98902 SURVIVAL 32. Neither termination nor expiration will release either party from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date when the PIPELINE and improvements are removed and the Premises are restored to its condition as of the Effective Date. RECORDATION 33. It is understood and agreed that this License shall not be placed on public record. APPLICABLE LAW 34. All questions concerning the interpretation or application of provisions of this License shall be decided according to the substantive laws of the State of Texas without regard to Form 424; Rev. 04/26/05 - 14 - Law Department Approved Contract No. 06 -3005 conflicts of law provisions. SEVERABILITY 35. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. INTEGRATION 36. This License is the full and complete agreement between Licensor and Licensee with respect to all matters relating to Licensee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Licensee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Licensee or Licensee's obligation to defend and hold Licensor harmless in any prior written agreement between the parties. - -- = MISCELLANEOUS- - 37. In the event that Licensee consists of two or more parties, all the covenants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 38. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. Iron Horse Development, LLC is acting as representative for BNSF Railway Company. IN WITNESS WHEREOF, this License has been duly executed, in duplicate, by the parties hereto as of the day and year first above written. BNSF RAILWAY COMPANY By: 1-1431 �' ,' - v ,,, -/ Manager - Land Revenue Management Form 424; Rev. 04/26/05 - 15 - • Law Department Approved Contract No. 06-3005 CITY OF YAKIMA ) By: Title: \ v,) TST 04 Cltv Clerk 5-1v or P = • • • • Form 424; Rev. 04/26/05 - 16 - TRACKING N0.06 -3005 ,1 EXHIBIT " A " ATTACHED TO CONTRACT BETWEEN BNSF RAILWAY COMPANY AND N N CITY OF YAKIV A "' N c9 in LL.. \P Rr 19 Lu S 1 IN. =200 FT. SECTION:_ NORTHWEST DIV. WA -02 TOWNSHIP: 13N Q YAKIMA VALLEY SUBDIV. L.S. 0048 \ \,,,... 23 RANGE: 19E MERIDIAN: WILLM DATE 03/30/2006 REVISION DATE 04/27/2006 1 I `-L' R� 1 L _-J- 4 IL Lv L _ Qtr - ,, ,r4, wit n,,, muffin �.. t- -F--.. mum aei-n. j ,w•l �' o•�P. ,�® 1_ W _ Niqi h. _ t) te � - , ,...t . 0,4474:44 u 9 . EI[ ► ` �? I ,,,,kIIltbdNW[a•W. I ' ' 7,L m ! �� P 7 a E � ' I ' 14 I � : 9 ; iµ l _ r_ w.n - ��— --i . m r 4 . alxu n•- In+ w M I . g. � . -- 4 ^ _ .-lo 1 .-- -- Sdd BY 5 - 4714 �" •R _ _ __ —_T !. x .u...... _ e••r�. .�i A116.w -Thn s+ _ ..-' !:"y __ �s»tn�L*s �,= T. . ��- -...� - --,- -. TO ELLENSBU ,..—_ -- ,. ' • 1 11P -1'3vv ®m R ca: -- _. 4 ' . w .- .� _... - —.,....,==17.---- .� — =.. n' T=ctn�0? ' "`Ifr...o — . _.. TO SE$FS JCT. r_: � Atli -- -- . �.... 7080 f r' �+- at i7C!_ '� prime. �� :Ar pP `x r�'^ a �,,�. t °3vac�4l�g� .���7ic .... r n» — „. . 4 f !a 1 e ° r311 . ryi —� , 4=, _ - .. �... _ .y�!,¢s 1t�i 'Hi � 9 'i _ y -1_� y ��� °` � R �� __ : •p'p ®wl x RLVIILL : J%°- ..> 9 � � +.:.�0. ��� Ja I ��� ¢S� � ir ton �saur t .... ...r..4r �. -F ` \ � r', 'F's.'.. - i ,ate , ��� fii•; '72' c2 p�( ° 1 -ii li 1 44wI \ N \, ' ' ' ' 0 , I} ',,‘,/ ` \"a -- . ---— DESCRIPTION OF PIPELINE �z PROPERTY LINE PIPELINE SHOWN BOLD / CARRIER CASING CARRIER CASING PIPE PIPE PIPE PIPE SIZE: 18" 24" LENGTH ON R /W: 300' 257' CONTENTS: WATER WORKING PRESSURE: 30 PSI PIPE MATERIAL: HDPE STEEL BURY: BASE /RAIL TO TOP OF CASING 11 .4' SPECIFICATION / GRADE: SDR -26 GR —B BURY: NATURAL GROUND. 3' WALL THICKNESS: .692" .375" BURY: ROADWAY DITCHES COATING: N/A N/A CATHODIC PROTECTION N/A VENTS: NUMBER N/A SIZE — HEIGHT OF VENT ABOVE GROUND — NOTE: CASING TO BE JACKED OR DRY BORED ONLY AT YAKIMA COUNTY OF YAKIMA STATE OF WA THM DRAWING NO. 1 -38526 APPENDIX B AMENDMENTS TO THE 2006 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS G: \PROJECTS\2004 \04056 \SPECS 308 IRRIGATION PH2 STG3.doc 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2006 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 This project is designed in metric units. Among the Special Provisions contained in this 6 project are revisions to sections within Divisions 1, 6, 7 and 9 that provide conversion 7 methods and charts needed to administer this project utilizing the 2004 Standard 8 Specifications. 9 10 AMENDMENTS TO THE STANDARD SPECIFICATIONS 11 12 The following Amendments to the Standard Specifications are made a part of this contract 13 and supersede any conflicting provisions of the Standard Specifications. For informational 14 purposes, the date following each Amendment title indicates the implementation date of the 15 Amendment or the latest date of revision. 16 17 Each Amendment contains all current revisions to the applicable section of the Standard 18 Specifications and may include references which do not apply to this particular project. 19 20 SECTION 1 -04, SCOPE OF THE WORK 21 April 3, 2006 22 1 -04.6 Variation in Estimated Quantities 23 The third paragraph beginning with "If the adjusted final quantity of any items ", is revised to 24 read: 25 26 If the adjusted final quantity of any item does not vary from the quantity shown in the 27 proposal by more than 25 %, then the Contractor and the Contracting Agency agree that 28 all work under that item will be performed at the original contract unit price. 29 30 SECTION 1 -06, CONTROL OF MATERIAL 31 April 3, 2006 32 1 -06.1 Approval of Materials Prior To Use 33 The second sentence in the first paragraph is revised to read: 34 35 The Contractor shall use the Qualified Product List (QPL), the Aggregate Source 36 Approval (ASA) Database, or the Request for Approval of Material (RAM) form. 37 38 Number 1 under the second paragraph is revised to read: 39 40 1. Shall be new, unless the Special Provisions or Standard Specifications permit 41 otherwise; 42 43 1 06.1(1) Qualified Products List (QPL) 44 This section is supplemented with the following: 45 46 The current QPL can be accessed on -line at www.wsdot.wa.gov /biz /mats /QPL /QPL.cfm 47 48 The following new sub - section is inserted to follow 1- 06.1(2). 1 2 1- 06.1(3) Aggregate Source Approval (ASA) Database 3 The ASA is a database containing the results of WSDOT preliminary testing of 4 aggregate sources. This database is used by the Contracting Agency to indicate the 5 approval status of these aggregate sources for applications that require preliminary 6 testing as defined in the contract. The ASA `Aggregate Source Approval Report' 7 identifies the currently approved applications for each aggregate source listed. The 8 acceptance and use of these aggregates is contingent upon additional job sampling 9 and /or documentation. 10 11 Aggregates approved for applications on the ASA 'Aggregate Source Approval Report' i2 not conforming to the specifications, not fulfilling the acceptance requirements, or 13 improperly handled or installed, shall be replaced at the Contractor's expense. 14 15 For questions regarding the approvai status of an aggregate source, contact the 16 WSDOT Regional Materials Engineer for the Region the source is located in. The 17 Contracting Agency reserves the right to make revisions to the ASA database at 18 anytime. 19 20 If there is a conflict between the ASA database and the contract, then the contract shall 21 take precedence over the ASA database in accordance with Section 1 -04.2. The ASA 22 database can be accessed on -line at www.wsdot.wa.gov /biz /mats /ASA 23 24 1 06.2(2)D Quality Level Analysis 25 Item 9 under the first paragraph is revised to read: 26 27 9. Determine the Composite Pay Factor (CPF) for each lot. 28 29 30 CPF = fi(PF1) + f2(PF2) +...+ fi(PFi) �f. 31 32 i =1 to 33 34 where: fi = price adjustment factor listed in these 35 Specifications for the applicable material 36 37 j = number of constituents being evaluated 38 39 SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 40 August 7, 2006 41 1- 07.9(1) General 42 The fifth paragraph is revised to read: 43 44 If employing labor in a class not listed in the contract provisions on state funded projects 45 only, the Contractor shall request a determination of the correct wage and benefits rate 46 for that class and locality from the industrial Statistician, Washington State Department 47 of Labor and Industries (State L &I), and provide a copy of those determinations to the ( 48 Engineer. 1 2 The fifth paragraph is supplemented with the following new paragraph: 3 4 If employing labor in a class not listed in the contract provisions on federally funded 5 projects, the Contractor shall request a determination of the correct wage and benefits 6 for that class and locality from the U. S. Secretary of Labor through the project 7 engineer's office. Generally, the contractor initiates the request by preparing standard 8 form 1444 and submitting it to the project engineers' office for further action. 9 10 1 - 07.10 Worker's Benefits 11 The fourth paragraph is revised to read: 12 13 The Public Works Contract Division of the Washington State Department of Labor and 14 Industries will provide the Contractor with applicable industrial insurance and medical 15 aid classification and premium rates. After receipt of Revenue Release from the 16 Washington State Department of Revenue, the contracting agency will verify through the 17 Department of Labor and Industries that the Contractor is current with respect to the 18 payments of industrial insurance and medical aid premiums. 19 20 1 - 07.15 Temporary Water Pollution /Erosion Control 21 The first paragraph is revised to read: 22 23 In an effort to prevent, control, and stop water pollution and erosion within the project, 24 thereby protecting the work, nearby land, streams, and other bodies of water, the 25 Contractor shall perform all work in strict accordance with all Federal, State, and local 26 laws and regulations governing waters of the State, as well as permits acquired for the 27 project. 28 29 SECTION 1 -08, PROSECUTION AND PROGRESS 30 August 7, 2006 31 1 -08.1 Subcontracting 32 The eighth paragraph (beginning with - On all projects funded with both Contracting Agency 33 funds and Federal assistance ...) is supplemented with the following: 34 35 Or, the Contractor has the option of submitting actual MBE /WBE or DBE payment data 36 to the contracting agency on a monthly basis using the Construction Management and 37 Tracking System (CMATS). Use of CMATS will become a requirement for all 38 contractors effective January 7, 2008. 39 40 1 - 08.3 Progress Schedule 41 Section 1 -08.3 and all subsections are deleted in their entirety and replaced with the 42 following: 43 44 1 - 08.3 Progress Schedule 45 1- 08.3(1) General Requirements 46 The Contractor shall submit Type A or Type B Progress Schedules and Schedule 47 Updates to the Engineer for approval. Schedules shall show work that complies 48 with all time and order of work requirements in the contract. Scheduling terms and 49 practices shall conform to the standards established in Construction Planning and 50 Scheduling, Second Edition, published by the Associated General Contractors of r • 1 America. Except for Weekly Look -Ahead Schedules, all schedules shall meet 2 these General Requirements, and provide the following information: 3 4 1. Include all activities necessary to physically complete the project. 5 6 2. Show the planned order of work activities in a logical sequence. 7 8 3. Show durations of work activities in working days as defined in Section 1- 9 08.5. 10 11 4. Show activities in durations that are reasonable for the intended work. I L • 13 5. Define activity durations in sufficient detail to evaluate the progress of 14 individual activities on a daily basis. 15 16 6. Show the physical completion of all work within the authorized contract 17 time. 18 19 The Contracting Agency allocates its resources to a contract based on the total 20 time allowed in the contract. The Contracting Agency may accept a Progress 21 Schedule indicating an early physical completion date but cannot guarantee the 22 Contracting Agency's resources will be available to meet an accelerated schedule. 23 No additional compensation will be allowed if the Contractor is not able to meet 24 their accelerated schedule due to the unavailability of Contracting Agency's 25 resources or for other reasons beyond the Contracting Agency's control. 26 27 If the Engineer determines that the Progress Schedule or any necessary Schedule 28 Update does not provide the required information, then the schedule will be 29 returned to the Contractor for correction and resubmittal. 30 31 The Engineer's approval of any schedule shall not transfer any of the Contractor's 32 responsibilities to the Contracting Agency. The Contractor alone shall remain . 33 responsible for adjusting forces, equipment, and work schedules to ensure 34 completion of the work within the time(s) specified in the contract. 35 36 1- 08.3(2) Progress Schedule Types 37 Type A Progress Schedules are required on all projects that do not contain the bid 38 item for Type B Progress Schedule. Type B Progress Schedules are required on all 39 projects that contain the bid item for Type B Progress Schedule. Weekly Look - 40 Ahead Schedules and Schedule Updates are required on all projects. 41 42 1- 08.3(2)A Type A Progress Schedule 43 The Contractor shall submit five copies of a Type A Progress Schedule no later 44 than the first working day of the contract as defined in Section 1 -08.5. The 45 schedule may be a critical path method (CPM) schedule, bar chart, or other 46 standard schedule format. The Engineer will evaluate the Type A Progress 47 Schedule and approve or return the schedule for corrections within 15 . 48 calendar days of receiving the submittal. 49 50 1- 08.3(2)B Type B Progress Schedule 51 The Contractor shall submit a preliminary Type B Progress Schedule no later 52 than five calendar days after the date the contract is executed. The 1 preliminary Type B Progress Schedule shall comply with all of these 2 requirements and the requirements of Section 1- 08.3(1), except that it may be 3 limited to only those activities occurring within the first 60 working days of the 4 project. 5 6 The Contractor shall submit five copies of a Type B Progress Schedule no later 7 than 30 calendar days after the date the contract is executed. The schedule 8 shall be a critical path method (CPM) schedule developed by the Precedence 9 Diagramming Method (PDM). Restraints may be utilized, but may not serve to 10 change the logic of the network or the critical path. The schedule shall display 11 at least the following information: 12 13 Contract Number and Title 14 Construction Start Date 15 Critical Path 16 Activity Description 17 Milestone Description 18 Activity Duration 19 Predecessor Activities 20 Successor Activities 21 Early Start (ES) and Early Finish (EF) for each activity 22 Late Start (LS) and Late Finish (LF) for each activity 23 Total Float (TF) and Free Float (FF) for each activity 24 Physical Completion Date 25 Data Date 26 27 The Engineer will evaluate the Type B Progress Schedule and approve or 28 return the schedule for corrections within 15 calendar days of receiving the 29 submittal. 30 31 1- 08.3(2)C Vacant 32 33 1- 08.3(2)D Weekly Look -Ahead Schedule 34 Each week that work will be performed, the Contractor shall submit a Weekly 35 Look -Ahead Schedule showing the Contractor's and all subcontractors' 36 proposed work activities for the next two weeks. The Weekly Look -Ahead 37 Schedule shall include the description, duration and sequence of work, along 38 with the planned hours of work. This schedule may be a network schedule, 39 bar chart, or other standard schedule format. The Weekly Look -Ahead 40 Schedule shall be submitted to the Engineer by the midpoint of the week 41 preceding the scheduled work or some other mutually agreed upon submittal 42 time. 43 44 1- 08.3(3) Schedule Updates 45 The Engineer may request a Schedule Update when any of the following events 46 occur: 47 48 1. The project has experienced a change that affects the critical path. 49 50 2. The sequence of work is changed from that in the approved schedule. 51 52 3. The project is significantly delayed. ( 1 2 4. Upon receiving an extension of contract time. 3 4 The Contractor shall submit five copies of a Type A or Type B Schedule Update 5 within 15 calendar days of receiving a written request, or when an update is 6 required by any other provision of the contract. A "significant" delay in time is 7 defined as 10 working days or 10 percent of the original contract time, whichever is 8 greater. 9 10 In addition to the other requirements of this Section, Schedule Updates shall reflect 11 the following information: 12 13 1. The actual duration and sequence of as- constructed work activities, 14 including changed work. 15 16 2. Approved time extensions. 17 18 3. Any construction delays or other conditions that affect the progress of the 19 work. 20 21 4. Any modifications to the as- planned sequence or duration of remaining 22 activities. 23 24 5. The physical completion of all remaining work in the remaining contract 25 time. 26 27 Unresolved requests for time extensions shall be reflected in the Schedule Update 28 by assuming no time extension will be granted, and by showing the effects to 29 follow -on activities necessary to physically complete the project within the currently 30 authorized time for completion. 31 32 1- 08.3(4) Measurement 33 No specific unit of measurement shall apply to the lump sum item for Type B 34 Progress Schedule. 35 36 1- 08.3(5) Payment 37 Payment will be made in accordance with Section 1 -04.1, for the following bid item 38 when it is included in the proposal: 39 40 "Type B Progress Schedule ", lump sum. 41 42 The Lump Sum price shall be full pay for all costs for furnishing the Type B 43 Progress Schedule and preliminary Type B Progress Schedule. 44 45 Payment of 80 percent of the lump sum price will be made upon approval of the 46 Progress Schedule. 47 48 Payment will be increased to 100 percent of the lump sum price upon completion of 49 80 percent of the original total contract award amount. 50 51 All costs for providing Type A Progress Schedules and Weekly Look -Ahead 52 Schedules are considered incidental to other items of work in the contract. • 1 2 No payment will be made for Schedule Updates that are required due to the 3 Contractors operations. Schedule Updates required by events that are attributed to 4 the actions of the Contracting Agency will be paid for in accordance with Section 1- 5 09.4. 6 7 1 - 08.4 Prosecution of Work 8 The first sentence is revised to read: 9 10 The Contractor shall begin work within 21 calendar days from the date of execution of 11 the contract by the Contracting Agency, unless otherwise approved in writing. 12 13 1 - 08.5 Time for Completion 14 This section is revised to read: 15 16 The Contractor shall complete all physical contract work within the number of "working 17 days" stated in the Contract Provisions or as extended by the Engineer in accordance 18 with Section 1 -08.8. Every day will be counted as a "working day" unless it is a 19 nonworking day or an Engineer determined unworkable day. A nonworking day is 20 defined as a Saturday, a Sunday, a day on which the contract specifically suspends 21 work, or one of these holidays: January 1, the third Monday of January, the third 22 Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving 23 Day, the day after Thanksgiving, and Christmas Day. When any of these holidays fall 24 on a Sunday, the following Monday shall be counted a nonworking day. When the 25 holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. 26 The days between December 25 and January 1 will be classified as nonworking days. 27 28 An unworkable day is defined as a half or whole day the Engineer declares to be 29 unworkable because of weather or conditions caused by the weather that prevents 30 satisfactory and timely performance of the work shown on the critical path of the 31 Contractor's approved progress schedule. Other conditions beyond the control of the 32 Contractor may qualify for an extension of time in accordance with Section 1 -08.8. 33 34 Contract time shall begin on the first working day following the 21st calendar day after 35 the date the Contracting Agency executes the contract. If the Contractor starts work on 36 the project at an earlier date, then contract time shall begin on the first working day 37 when onsite work begins. The contract provisions may specify another starting date for 38 contract time, in which case, time will begin on the starting date specified. 39 40 Each working day shall be charged to the contract as it occurs, until the contract work is 41 physically complete. If substantial completion has been granted and all the authorized 42 working days have been used, charging of working days will cease. Each week the 43 Engineer will provide the Contractor a statement that shows the number of working 44 days: (1) charged to the contract the week before; (2) specified for the physical 45 completion of the contract; and (3) remaining for the physical completion of the contract. 46 The statement will also show the nonworking days and any half or whole day the 47 Engineer declares as unworkable. Within 10 calendar days after the date of each 48 statement, the Contractor shall file a written protest of any alleged discrepancies in it. 49 To be considered by the Engineer, the protest shall be in sufficient detail to enable the 50 Engineer to ascertain the basis and amount of time disputed. By not filing such detailed 51 protest in that period, the Contractor shall be deemed as having accepted the statement 52 as correct. 1 2 The Engineer will give the Contractor written notice of the physical completion date for 3 all work the contract requires. That date shall constitute the physical completion date of 4 the contract, but shall not imply the Secretary's acceptance of the work or the contract. 5 6 The Engineer will give the Contractor written notice of the completion date of the 7 contract after all the Contractor's obligations under the contract have been performed by 8 the Contractor. The following events must occur before the Completion Date can be 9 established: 10 11 1. The physical work on the project must be complete; and 17 13 2. The Contractor must furnish all documentation required by the contract and 14 required by law, to allow the Contracting Agency to process final acceptance of 15 the contract. The following documents must be received by the Project 16 Engineer prior to establishing a completion date: 17 18 a. Certified Payrolls (Federal -aid Projects) 19 b. Material Acceptance Certification Documents 20 c. Annual Report of Amounts Paid as MBE /WBE Participants or 21 Quarterly Report of Amounts Credited as DBE Participation, as 22 required by the Contract Provisions. 23 d. FHWA 47 (Federal -aid Projects) 24 e. Final Contract Voucher Certification 25 26 1 - 08.8 Extensions of Time 27 Section 1 -08.8 is revised to read: 28 29 The Contractor shall submit any requests for time extensions to the Engineer in writing 30 no later than 10 working days after the delay occurs. The requests for time extension 31 shall be limited to the affect on the critical path of the Contractor's approved schedule 32 attributable to the change or event giving rise to the request. 33 34 To be considered by the Engineer, the request shall be in sufficient detail (as determined 35 by the Engineer) to enable the Engineer to ascertain the basis and amount of the time 36 requested. The request shall include an updated schedule that supports the request 37 and demonstrates that the change or event: (1) had a specific impact on the critical 38 path, and except in cases of concurrent delay, was the sole cause of such impact, and 39 (2) could not have been avoided by resequencing of the work or by using other 40 reasonable alternatives. If a request combined with previous extension requests, 41 equals 20 percent or more of the original contract time then the Contractor's letter of 42 request must bear consent of Surety. In evaluating any request, the Engineer will 43 consider how well the Contractor used the time from contract execution up to the point 44 of the delay and the effect the delay has on any completion times included in the special 45 provisions. The Engineer will evaluate and respond within 15 calendar days of 46 receiving the request. 47 48 The authorized time for physical completion will be extended for a period equal to the 49 time the Engineer determines the work was delayed because of: 50 • 1 1. Adverse weather causing the time requested to be unworkable, provided that 2 the Engineer had not already declared the time to be unworkable and the 3 Contractor has filed a written protest according to Section 1 -08.5. 4 5 2. Any action, neglect, or default of the Contracting Agency, its officers, or 6 employees, or of any other contractor employed by the Contracting Agency. 7 8 3. Fire or other casualty for which the Contractor is not responsible. 9 10 4. Strikes. 11 12 5. Any other conditions for which these Specifications permit time extensions 13 such as: 14 15 a. In Section 1 -04.4 if a change increases the time to do any of the work 16 including unchanged work. 17 18 b. In Section 1 -04.5 if increased time is part of a protest that is 19 found to be a valid protest. 20 21 c. In Section 1 -04.7 if a changed condition is determined to exist that 22 caused a delay in completing the contract. 23 24 - d. In Section 1 -05.3 if the Contracting Agency does not approve properly 25 prepared and acceptable drawings within 30 calendar days. 26 27 e. In Section 1 -07.13 if the performance of the work is delayed as a 28 result of damage by others. 29 30 f. In Section 1 -07.17 if the removal or the relocation of any utility by 31 forces other than the Contractor caused a delay. 32 33 g. In Section 1 -07.24 if a delay results from all the right of way 34 necessary for the construction not being purchased and the special 35 provisions does not make specific provisions regarding unpurchased 36 right of way. 37 38 h. In Section 1 -08.6 if the performance of the work is suspended, 39 delayed, or interrupted for an unreasonable period of time that proves 40 to be the responsibility of the Contracting Agency. 41 42 i. In Section 1 -09.11 if a dispute or claim also involves a delay in 43 completing the contract and the dispute or claim proves to be valid. 44 45 j. In Section 1 -09.6 for work performed on a force account basis. 46 47 6. If the actual quantity of work performed for a bid item was more than the 48 original plan quantity and increased the duration of a critical activity. 49 Extensions of time will be limited to only that quantity exceeding the original 50 plan quantity. 51 1 7. Exceptional causes not specifically identified in items 1 through 6, provided the 2 request letter proves the Contractor had no control over the cause of the delay 3 and could have done nothing to avoid or shorten it. 4 5 Working days added to the contract by time extensions, when time has overran, shall 6 only apply to days on which liquidated damages or direct engineering have been 7 charged, such as the following: 8 9 If substantial completion has been granted prior to all of the authorized working 10 days being used, then the number of days in the time extension will eliminate an 11 equal number of days on which direct engineering charges have accruerd. If the 12 substantial completion date is established after all of the authorized working days 13 have been used, then the number of days in the time extension will eliminate an 14 equal number of days on which liquidated damages or direct engineering charges 15 have accrued. 16 The Engineer will not allow a time extension for any cause listed above if it resulted 17 from the Contractor's default, collusion, action or inaction, or failure to comply with 18 the contract. 19 The Contracting Agency considers the time specified in the special provisions as 20 sufficient to do all the work. For this reason, the Contracting Agency will not grant a 21 time extension for: 22 23 • Failure to obtain all materials and workers unless the failure was the result of 24 exceptional causes as provided above in subsection 7; 25 26 • Changes, + } tit' t• (Section w n 2v � v� icanges, protests, increased quantities, or changed conditions �Sec;�ion i -v4) 27 that do not delay the completion of the contract or prove to be an invalid or 28 inappropriate time extension request; 29 30 • Delays caused by nonapproval of drawings or plans as provided in Section 31 1 -05.3; 32 33 • Rejection of faulty or inappropriate equipment as provided in Section 1 -05.9; 34 35 • Correction of thickness deficiency as provided in Section 5- 05.5(1)B. 36 37 The Engineer will determine whether the time extension should be granted, the reasons 38 for the extension, and the duration of the extension, if any. Such determination will be 39 final as provided in Section 1 -05.1. 40 41 SECTION 1 -09, MEASUREMENT AND PAYMENT 42 January 3, 2006 43 1- 09.9(1) Retainage 44 The fourth paragraph is revised to read: 45 46 Release of the retainage will be made 60 days following the Completion Date (pursuant 47 to RCW 39.12, and RCW 60.28) provided the following conditions are met: 49 1. On contracts totaling more than $20,000, a release has been obtained from the 50 Washington State Department of Revenue. 51 1 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file 2 with the Contracting Agency (RCW 39.12.040). 3 4 3. A certificate of Payment of Contributions Penalties and Interest on Public 5 Works Contract is received from the Washington State Employment Security 6 Department. 7 8 4. Washington State Department of Labor and Industries (per section 1- 07.10) 9 shows the Contractor is current with payments of industrial insurance and 10 medical aid premiums. 11 12 5. All claims, as provided by law, filed against the retainage have been resolved. 13 In the event claims are filed and provided the conditions of 1, 2, 3 and 4 are 14 met, the Contractor will be paid such retained percentage less an amount 15 sufficient to pay any such claims together with a sum determined by the 16 Contracting Agency sufficient to pay the cost of foreclosing on claims and to 17 cover attorney's fees. 18 19 SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT 20 August 7, 2006 21 2- 03.3(2) Rock Cuts 22 This section is revised to read: 23 24 1. Preserving Rock Below Subgrade. The Contractor shall take care not to break 25 down, loosen, or damage the rock under the subgrade line, except as provided by 26 Section 2- 03.3(3). Normally cuts will be made from the top, lift by lift, to protect the 27 rock bench that will remain. The Contractor shall be responsible for methods used 28 and for any damage caused to the roadbed, regardless of any previous approvals 29 by the Engineer. 30 31 2. Scaling and Dressing. To leave rock cuts in a safe, stable condition, the 32 Contractor shall scale and dress them, removing all loose fragments and rocks not 33 firmly fastened to the rock slope. The Contractor shall also remove any 34 overhanging rock the Engineer sees as a hazard to roadway users. 35 36 If the Engineer requires it, the Contractor shall remove loose fragments and rocks 37 lying outside the slope stakes. Payment for such extra work shall be by force 38 account as provided in Section 1 -09.6. The Contracting Agency will pay for loading 39 and hauling these materials at the unit contract prices that apply or as provided in 40 Section 1 -04.4. 41 42 3. Drilling and Blasting. Not Tess than two weeks prior to commencing drilling and 43 blasting operations or at any time the Contractor proposes to change the drilling 44 and blasting methods, the Contractor shall submit a blasting plan to the Engineer 45 for review. The blasting plan shall contain the full details of the drilling and blasting 46 patterns and controls the Contractor proposes to use for both the controlled and 47 production blasting. The blasting plan submittal is required for all blasting 48 operations and shall contain the following minimum information: 49 50 a) Station limits of proposed shot. 51 r 1 b) Plan and section views of proposed drill pattern including free face, 2 burden, blast hole spacing, blast hole diameter, blast hole angles, lift 3 height, and subdrill depth. 4 5 c) Loading diagram showing type and amount of explosives, primers, 6 initiators, and location and depth of stemming. 7 8 d) Initiation sequence of blast holes including delay times and delay system. 9 10 e) Manufacturer's data sheets for all explosives, primers, and initiators to be 11 employed, 13 Review of the blasting plan by the Engineer shall not relieve the Contractor of the 14 responsibility for the accuracy and adequacy of the plan when implemented in the 15 field. 16 17 When blasting to establish slopes 1/2 to 1 or steeper, and more than 10 feet high, 18 the Contractor shall use controlled blasting. The Engineer may require the 19 Contractor to use controlled blasting to form the faces of other slopes, even if the • 20 slopes could b f b nonblassting methods. 21 22 Controlled blasting refers to the controlled use of explosives and blasting 23 accessories in carefully spaced and aligned drill holes to provide a free surface or 24 shear plane in the rock along the specified backslope. Controlled blasting 25 techniques covered by this specification include presplitting and cushion blasting. 27 In addition to the blasting plan submittal, when using controlled blasting the 28 Contractor shall: 29 30 a) Prior to commencing full -scale blasting operations, the Contractor shall 31 demonstrate the adequacy of the proposed blast plan by drilling, blasting, 32 and excavating short test sections, up to 100 feet in length, to determine 33 which combination of method, hole spacing, and charge works best. 34 When field conditions warrant, the Contractor may be ordered to use test 35 section lengths less than 100 feet. 36 37 Unless otherwise approved by the Engineer, the Contractor shall begin the 38 tests with the controlled blast holes spaced 30- inches apart, then adjust if 39 needed, until the Engineer approves the spacing to be used for full -scale 40 blasting operations. 41 42 b) The Contractor shall completely remove all overburden soil and loose or 43 decomposed rock along the top of the excavation for a distance of at least 44 30 feet beyond the end of the production hole drilling limits, or to the end 45 of the cut, before drilling the presplitting holes. 46 47 c) The controlled blast holes shall be not less than 2 inches nor more than 48 3 inches in diameter. 49 50 d) The Contractor shall control drilling operations by the use of the proper 51 equipment and technique to ensure that no hole shall deviate from the 52 plane of the planned slope by more than 9 inches either parallel or normal 1 to the slope. Drill holes exceeding these limits shall not be paid for unless 2 satisfactory slopes are being obtained. 3 4 e) Controlled blast holes shall extend a minimum of 30 feet beyond the limits 5 of the production holes to be detonated, or to the end of the cut as 6 applicable. 7 8 f) The length of controlled blast holes for any individual lift shall not exceed 9 20 feet unless the Contractor can demonstrate to the Engineer the ability 10 to stay within the above tolerances and produce a uniform slope. If 11 greater than 5 percent of the presplit holes are misaligned in any one lift, 12 the Contractor shall reduce the height of the lifts until the 9 -inch alignment 13 tolerance is met. Upon satisfactory demonstration, the length of holes 14 may be increased to a maximum of 60 feet with written approval of the 15 Engineer. 16 17 g) When the cut height requires more than one lift, a maximum 2 -foot offset 18 between lifts will be permitted to allow for drill equipment clearances. The 19 Contractor shall begin the control blast hole drilling at a point that will 20 allow for necessary offsets and shall adjust, at the start of lower lifts, to 21 compensate for any drift that may have occurred in the upper lifts. 22 23 h) Before placing charges, the Contractor shall determine that the hole is free 24 of obstructions for its entire depth. All necessary precautions shall be 25 exercised so that the placing of the charges will not cause caving of 26 material from the walls of the holes. 27 28 i) The maximum diameter of explosives used in presplit holes shall not be • 29 greater than 1 / 2 the diameter of the presplit hole. 30 31 j) Only standard explosives manufactured especially for controlled blasting 32 shall be used in controlled blast holes, unless otherwise approved by the 33 Engineer. Bulk ammonium nitrate and fuel oil (ANFO) shall not be allowed 34 to be loaded in the presplit holes. 35 36 k) If fractional portions of standard explosive cartridges are used, they shall 37 be firmly affixed to the detonating cord in a manner that the cartridges will 38 not slip down the detonating cord nor bridge across the hole. Spacing of 39 fractional cartridges along the length of the detonating cord shall not 40 exceed 30 inches center to center and shall be adjusted to give the 41 desired results. 42 43 I) Continuous column cartridge type of explosives used with detonating cord 44 shall be assembled and affixed to the detonating cord in accordance with 45 the explosive manufacturer's instructions, a copy of which shall be 46 furnished to the Engineer. 47 48 m) The bottom charge of a presplit hole may be larger than the line charges 49 but shall not be large enough to cause overbreak. The top charge of the 50 presplitting hole shall be placed far enough below the collar, and reduced 51 sufficiently, to avoid overbreaking and heaving. 52 1 n) The upper portion of all presplit holes, from the top most charge to the 2 hole collar, shall be stemmed. Stemming materials shall be sand or other 3 dry angular material, all of which passes a 3/8 -inch sieve. 4 5 o) If presplitting is specified, the detonation of these holes shall be fired first. 6 7 p) If cushion blasting is specified, the detonation of these holes shall be fired 8 last on an instantaneous delay after all other blasting has taken place in 9 the excavation. 10 11 q) Production blast holes shall not be drilled closer than 6 feet to the 12 controlled blast line, unless approved by the Engineer. The bottom of the 13 production holes shall not be lower than the bottom of the controlled blast 14 holes. Production holes shall not exceed 6 inches in diameter, unless i 5 approved by the Engineer. Detonation of production holes shall be on a 16 delay sequence toward a free face. 17 18 r) The use of horizontal blast holes for either production or controlled 19 blasting is prohibited. 20 21 SECTION 2 -09, STRUCTURE EXCAVATION 22 January 3, 2006 23 2- 09.3(1)E Backfiliing 24 Item 1 of the first paragraph under Compaction is revised to read: 25 26 1. Backfill supporting roadbed, roadway embankments, or structures, including backfill 27 providing lateral support for noise barrier wall foundations, luminaire poles, traffic 28 signal standards, and roadside and overhead sign structure foundations — placed 29 in horizontal layers no more than 6 inches thick with each layer compacted to 30 95 percent of the maximum density determined by the Compaction Control Test, 31 Section 2- 03.3(14)D. 32 33 SECTION 2 -12 CONSTRUCTION GEOTEXTILE 34 August 7, 2006 35 The section title is revised to read: 36 37 CONSTRUCTION GEOSYNTHETIC 38 39 2 - 12 CONSTRUCTION GEOTEXTILE 40 This heading is revised to read: 41 AA A 4' P\A� I[\TP111!\TI/\ \1 /'�rAA\ /MITI IrT.A 42 L -IL l.►VIVJIRUL lIVIV GEOSTI'IIHEIIl/ 43 44 2 - 12.1 Description 45 The word geotextile is revised to geosynthetic. 46 47 2 - 12.2 Materials 48 In the first and second paragraphs geotextile is revised to geosynthetic. 1 2 2 -12.3 Construction Requirements 3 In the first, second, and third paragraphs geotextile is revised to geosynthetic. 4 5 SECTION 3 -01, PRODUCTION FROM QUARRY AND PIT SITES 6 August 7, 2006 7 3- 01.4(1) Acquisition and Development 8 The first paragraph is revised to read: 9 10 If, under the terms of the Contract, the Contractor is required to provide a source of 11 materials, or if the Contractor elects to use materials from sources other than those 12 provided by the Contracting Agency, the Contractor shall, at no expense to the 13 Contracting Agency, make all necessary arrangements for obtaining the material and 14 shall ensure the quantity of suitable material is available. Preliminary samples shall be 15 taken by or in the presence of the Engineer or a designated representative unless the 16 Engineer permits otherwise. Approval of the source does not relieve the Contractor 17 from meeting these specification requirements, nor does it guarantee that the material 18 will meet these requirements without additional or proper processing. The Engineer 19 may require additional preliminary samples at any time. 20 21 SECTION 5 -01, CEMENT CONCRETE PAVEMENT REHABILITATION 22 April 3, 2006 23 5- 01.3(2)B Portland Cement Concrete 24 The third paragraph beginning with "Acceptance testing" is supplemented with the following: 25 26 The Contractor shall provide cure boxes in accordance with Section 6- 02.3(5)H, and 27 protect concrete cylinders in cure boxes from excessive vibration and shock waves 28 during the curing period in accordance with Section 6- 02.3(6)D. Payment for cure 29 boxes shall be in accordance with Section 6 -02.5. 30 31 5 01.3(6) Dowel Bar Retrofit 32 The sixth paragraph is revised to read: 33 34 All slot surfaces shall be cleaned to bare concrete by sand blasting. The cleaning shall 35 remove all slurry, parting compound, and other foreign materials prior to installation of 36 the dowel. Any damage to the concrete shall be repaired by the Contractor at no cost to 37 the Contracting Agency. Traffic shall not be allowed on slots where concrete has been 38 removed. 39 40 5 01.3(10) Pavement Smoothness 41 This section is revised to read: 42 43 Perform the work described in Section 5- 05.3(12), and the following: 44 45 Where the pavement is ground, calculation of the profile index shall exclude dips 46 and depressions in the existing roadway. The profilograph generated reports shall 47 be provided to the Engineer prior to payment. 48 1 5 -01.5 Payment 2 This section is revised to read: 3 4 In the 15th paragraph for Sealing Transverse and Longitudinal Joints, delete "Cement 5 Concrete Pavement Grinding ", per square yard. 6 7 At the top of the 16th paragraph add "Cement Concrete Pavement Grinding ", per 8 square yard. 9 10 The second sentence in the 16th paragraph is revised to read: 11 12 The costs of any additional pavement grinding and profiling required to complete 13 the work as specified is also included in this payment. 14 15 The 18th paragraph for Replace Uncompactable Material is supplemented with the 16 following: 17 18 All costs associated with the containment, collection and disposal of concrete slurry 19 and grinding residue shall be included in the applicable concrete arindina or cutting 20 items of work. v v v 21 22 SECTION 5 -05, CEMENT CONCRETE PAVEMENT 23 April 3, 2006 24 5- 05.3(4)A Acceptance of Portland Cement Concrete Pavement 25 The ninth paragraph beginning with "Acceptance testing for compliance" is supplemented 26 with the following: 27 28 The Contractor shall provide cure boxes in accordance with Section 6- 02.3(5)H, and 29 protect concrete cylinders in cure boxes from excessive vibration and shock waves 30 during the curing period in accordance with Section 6- 02.3(6)D. Payment for cure 31 boxes shall be in accordance with Section 6 -02.5. 32 33 5 05.3(7) Placing, Spreading, and Compacting Concrete 34 The second paragraph is revised to read: 35 36 The average density of the cores shall be at least 97 percent of the approved mix 37 design density or the actual concrete density when determined by the Contractor using 38 AASHTO T 121 with no cores having a density of less than 96 percent. 39 40 SECTION 6 -02, CONCRETE STRUCTURES 41 August 7, 2006 42 6- 02.3(2) Proportioning Materials - 43 The third paragraph is revised to read: 44 45 The use of fly ash is required for Class 4000D and 4000P concrete, except that ground 46 granulated blast furnace slag may be substituted for fly ash at a 1:1 ratio. The use of fly 47 ash and ground granulated blast furnace slag is optional for all other classes of 48 concrete. 49 C 1 6- 02.3(2)A Contractor Mix Design 2 The first paragraph is revised to read: 3 4 The Contractor shall provide a mix design in writing to the Engineer for all classes of 5 concrete specified in the Plans except for those accepted based on a Certificate of 6 Compliance. No concrete shall be placed until the Engineer has reviewed the mix 7 design. The required average 28 day compressive strength shall be selected per ACI 8 318, Chapter 5, Section 5.3.2. ACI 211.1 and ACI 318 shall be used to determine 9 proportions. The proposed mix for Class 4000P shall provide a minimum fly ash or 10 ground granulated blast furnace slag content per cubic yard of 100 pounds, and a 11 minimum cement content per cubic yard of 600 pounds. The proposed mix for Class 12 4000D shall provide a minimum fly ash or ground granulated blast furnace slag content 13 per cubic yard of 75 pounds, and a minimum cement content per cubic yard of 660 14 pounds. All other concrete mix designs, except those for lean concrete and commercial 15 concrete, shall have a minimum cementitious material content of 564 pounds per cubic 16 yard of concrete. 17 18 The following new sentence is inserted after the first sentence in the fourth paragraph. 19 20 An alternate combined aggregate gradation conforming to Section 9- 03.1(5) may also 21 be used. 22 23 6 02.3(4)A Qualification of Concrete Suppliers 24 The first paragraph and the entire second paragraph (1 through 4) are deleted and replaced 25 with the following: 26 27 Batch Plant Prequalification may be obtained through one of the following methods: 28 29 1. Certification by the National Ready Mix Concrete Association (NRMCA). 30 Information concerning NRMCA certification may be obtained from the NRMCA 31 at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. 32 The NRMCA certification shall be good for a two year period. When this 33 method of certification is used the following documentation shall be submitted 34 to the project engineer. 35 36 a. A copy of the current NRMCA Certificate of Conformance, the 37 concrete mix design(s) (WSDOT Form 350 -040), along with copies of 38 the truck list, batch plant scale certification, admixture dispensing 39 certification, and volumetric water batching devices (including water 40 meters) verification. 41 42 2. Independent evaluation certified by a Professional Engineer using NRMCA 43 checklist. The Professional Engineer shall be licensed under title 18 RCW, 44 state of Washington, qualified in civil engineering. The independent certification 45 using the NRMCA checklist shall be good for a two year period. When this 46 method of certification is used the following documentation shall be submitted 47 to the engineer. 48 49 a. A copy of the Professional Engineer's stamped and sealed NRMCA 50 Verification of Inspection and Application for Certificate page from the 51 NRMCA checklist, the concrete mix design(s) (WSDOT Form 350- 52 040), along with copies of the truck list, batch plant scale certification, 1 admixture dispensing certification, and volumetric water batching 2 devices (including water meters) verification. 3 4 3. Inspection conducted by the Plant Manager, defined as the person directly 5 responsible for the daily plant operation, using the NRMCA Plant Certification 6 checklist. The Plant Manager certification shall be done prior to the start of a 7 project, and every six months throughout the life of the project, and meet the 8 following requirements: 9 10 a. The Agreement to Regularly Check Scales and Volumetric Batching 11 Dispensers page in the NRMCA Plant Certification checklist shall be 12 signed by the Plant Manager and notarized. 13 14 b. The signed and notarized Agreement to Regularly Check Scales and 15 Volumetric Batching Dispensers page and a copy of the NRMCA 16 Plant Certification checklist cover page showing the plant designation, 17 address and Company operating plant shall all be submitted to the 18 Project Engineer with the concrete mix design (WSDOT Form 350- 19 040), along with copies of the truck list, batch plant scale certification, 20 admixture dispensing certification, and volumetric water batching 21 devices (including water meters) verification, 22 23 c. The NRMCA Plant Certification checklists shall be maintained by the 24 Plant Manager and are subject to review at any time by the 25 Contracting Agency. 26 27 e. Volumetric water batching devices (including water meters) shall be 28 verified every 90 days. 29 30 6 02.3(5)C Conformance to Mix Design 31 Item 2 under the first paragraph is revised to read: 32 33 2. Fly ash and ground granulated blast furnace slag weight plus or minus 5 percent of 34 that specified in the mix design. 35 36 6 02.3(5)H Sampling and Testing for Compressive Strength 37 This section including title is revised to read: 38 39 6- 02.3(5)H Sampling and Testing for Compressive Strength and Initial 40 Curing 41 Acceptance testing for compressive strength shall be conducted at the same frequency 42 as the acceptance tests for temperature, consistency, and air content. 43 44 The Contractor shall provide, and maintain cure boxes for curing concrete cylinders. . 45 The Contractor shall also provide, I I Iail hail 1 and operate GUI necessary power sources 46 and connections needed to operate the curing box. Concrete cylinders shall be cured in 47 a cure box in accordance with WSDOT FOP for AASHTO T 23. The cure boxes shall 48 maintain a temperature between 60°F and 80 °F for concrete with specified strengths le th 6000 49 psi and between 68 °F and 78 °F for concrete with specified strengths of 49 less .� u i i i 6000 50 6000 psi and higher. A minimum /maximum thermometer shall be installed to measure 51 the internal temperature of the cure box. The thermometer shall be readable from ( 52 outside of the box and be capable of recording the high and low temperatures in a 24- 1 hour period. The cure boxes shall create an environment that prevents moisture loss 2 from the concrete specimens. The top shall have a working lock and the interior shall be 3 rustproof. A moisture -proof seal shall be provided between the lid and the box. The cure 4 box shall be the appropriate size to accommodate the number of concrete acceptance 5 cylinders necessary or the Contractor shall provide additional cure boxes. Once 6 concrete cylinders are placed in the cure box, the cure box shall not be moved until the 7 cylinders have been cured in accordance with these specifications. When concrete is 8 placed at more than one location simultaneously, multiple cure boxes shall be provided. 9 10 The Contractor shall protect concrete cylinders in cure boxes from excessive vibration 11 and shock waves during the curing period in accordance with Section 6- 02.3(6)D. 12 13 6 02.3(6)D Protection Against Vibration 14 The last sentence in the second paragraph is revised to read: 15 16 See the Shaft Special Provision, and Section 6 -16 respectively for shaft installation, and 17 soldier pile shaft installation operations. 18 19 The first sentence in number 3 under Prescriptive Safe Distance Method is revised to read: 20 21 (3) Equipment Class H (High Vibration) shall include pile drivers, machine operated 22 impact tools, pavement breakers, and other large pieces of equipment. 23 24 6 02.3(16) Plans for Falsework and Formwork 25 The address for FEDEX delivery following the fourth paragraph is revised to read: 26 27 Washington State Department of Transportation 28 Bridge and Structures Engineer 29 7345 Linderson Way SW 30 Tumwater, WA 98501 -6504 31 32 6 02.3(16)A Nonpreapproved Falsework and Formwork Plans 33 The address for FEDEX delivery following the first paragraph is revised to read: 34 35 Washington State Department of Transportation 36 Bridge and Structures Engineer 37 7345 Linderson Way SW 38 Tumwater, WA 98501 -6504 39 40 6 02.3(16)B Preapproved Formwork Plans 41 The address for FEDEX delivery following the second paragraph is revised to read: 42 43 Washington State Department of Transportation 44 Bridge and Structures Engineer 45 7345 Linderson Way SW 46 Tumwater, WA 98501 -6504 47 48 6 02.3(24)C Placing and Fastening 49 The 14th paragraph is revised to read: 50 51 Clearances shall be at least: 52 1 4- inches between: Main bars and the top of any concrete masonry 2 exposed to the action of salt or alkaline water. 3 4 3- inches between: Main bars and the top of any concrete deposited 5 against earth without intervening forms. 6 7 2 inches between: Adjacent bars in a layer. Roadway slab bars and the 8 top of the roadway slab. 9 10 2- inches between: Adjacent layers. Main bars and the surface of concrete 11 exposed to earth or weather (except in roadway slahs)_ 12 Reinforcing bars and the faces of forms for exposed 13 aggregate finish. 14 15 1 12- inches between: Main bars and the surface of concrete not exposed to 16 earth or weather. Slab bars and the top of the slab 17 (except roadway slabs). Barrier and curb bars and the 18 surface of the concrete. Stirrups and ties and the 19 surface of the concrete exposed to earth or weather. 2n 21 1 -inch between: Slab bars and the bottom of the slab. Stirrups and ties 22 and the surface of the concrete not exposed to earth or 23 weather. 24 25 6 02.3(26)A Shop Drawings 26 Th a ddre ss for FEDEX delivery I 1 the to address for � �� � ueliv2r y under Item 1 in i u e first paragraph is revised to read: 27 28 Washington State Department of Transportation 29 Bridge and Structures Engineer 30 7345 Linderson Way SW 31 Tumwater, WA 98501 -6504 32 33 6 02.3(28)A Shop Drawings 34 The first paragraph is revised to read: 35 36 Before casting the structural elements, the Contractor shall submit: 37 38 1. Seven sets of shop drawings for approval by the Department of Transportation 39 Bridge and Structures Engineer, Construction Support, addressed as follows: 40 41 US Postal Service 42 P. O. Box 47340 43 Olympia, WA 98504 -7340 44 45 FardF 46 7345 Linderson Way SW 47 Tumwater, WA 98501 -6504; and 48 49 2. Two sets of shop drawings to the Project Engineer. 50 51 6 - 02.4 Measurement 52 This section is supplemented with the following: 1 2 No specific unit of measure will apply to the lump sum item for cure box. 3 4 6 - 02.5 Payment 5 This section is supplemented with the following: 6 7 "Cure Box ", lump sum. 8 The lump sum contract price for "Cure Box" shall be full pay for all costs for providing, 9 operating, maintaining, moving and removing the cure boxes and providing, maintaining 10 and operating all necessary power sources and connections needed to operate the 11 curing boxes. 12 13 SECTION 6 -03, STEEL STRUCTURES 14 April 3, 2006 15 6- 03.3(7) Shop Plans 16 The first two sentences in the first paragraph are revised to read: 17 18 The Contractor shall submit for approval all shop detail plans for fabricating the steel. 19 These shall be sent to the Department of Transportation Bridge and Structures 20 Engineer, Construction Support, addressed as follows: 21 22 US Postal Service 23 P. O. Box 47340 24 Olympia, WA 98504 -7340 25 26 FedEx 27 7345 Linderson Way SW 28 Tumwater, WA 98501 -6504 29 30 6 03.3(33) Bolted Connections 31 The first sentence in the second paragraph is revised to read: 32 33 All bolted connections are slip critical. • 34 35 SECTION 6 -05, PILING 36 August 7, 2006 37 6- 05.3(11)H Pile Driving From or Near Adjacent Structures 38 The second paragraph is revised to read: 39 40 Freshly placed concrete in the vicinity of the pile driving operation shall be protected 41 against vibration in accordance with Section 6- 02.3(6)D. 42 43 The third paragraph is deleted. 44 45 6 - 05.5 Payment 46 The paragraph following "Furnishing St. Piling ", per linear foot is revised to read: 47 48 The unit contract price per linear foot for "Furnishing (type) Piling ( )" shall be full 49 pay for furnishing the piling specified, including fabricating and installing the steel 1 reinforcing bar cage, and casting and curing the concrete, as required for concrete 2 piling. Such price shall also be full pay, when measurement includes, for piling length 3 ordered but not driven. 4 5 SECTION 6 -07, PAINTING 6 August 7, 2006 7 6 -07.2 Materials 8 The first sentence in the second paragraph is revised to read: 9 1n Mntarial iicAr1 fry flair' ahrncivc, blasting chnll me f Military gp.- MIL-A- 11 11 22262B(SH) as listed on QPL- 22262 -28 as maintained by the Department of the Navy. 12 13 6 07.3(2)A Bridge Cleaning 14 In the third paragraph under Pressure Flushing, the US Sieve size for Apparent opening 15 size (ASTM D4751) is revised to read: 16 17 #100 US Sieve 1 R 19 SECTION 6 -11, PRECAST CONCRETE RETAINING WALL STEMS 20 January 3, 2006 21 This section including title is revised to read: 22 23 SECTION 6 -11, REINFORCED CONCRETE WALLS 24 6 - 11.1 Description 25 This work consists of constructing reinforced concrete retaining walls, including those 26 shown in the Standard Plans, L walls, and counterfort walls. 27 28 6 - 11.2 Materials 29 Materials shall meet the requirements of the following sections: 30 31 Cement 9 -01 32 Aggregates for Portland Cement Concrete 9 -03.1 33 Gravel Backfill 9 -03.12 34 Premolded Joint Filler 9- 04.1(2) 35 Steel Reinforcing Bar 9 -07.2 36 Epoxy- Coated Steel Reinforcing Bar 9 -07.3 37 Concrete Curing Materials and Admixtures 9 -23 38 Fly Ash 9 -23.9 39 Water 9 -25 40 41 Other materials required shall be as specified in the Special Provisions. 42 43 6 - 11.3 Construction Requirements 44 45 6 11.3(1) Submittals 46 The Contractor shall submit all excavation shoring plans to the Engineer for approval in 47 accordance with Section 2- 09.3(3)D. 48 1 The Contractor shall submit all falsework and formwork plans to the Engineer for 2 approval in accordance with Sections 6- 02.3(16) and 6- 02.3(17). 3 4 If the Contractor elects to fabricate and erect precast concrete wall stem panels, the 5 following information shall be submitted to the Engineer for approval in accordance with 6 Sections 6 -01.9 and 6- 02.3(28)A: 7 8 1. Working drawings for fabrication of the wall stem panels, showing dimensions, 9 steel reinforcing bars, joint and joint filler details, surface finish details, lifting 10 devices with the manufacturer's recommended safe working capacity, and 11 material specifications. 12 13 2. Working drawings and design calculations for the erection of the wall stem 14 panels showing dimensions, support points, support footing sizes, erection 15 blockouts, member sizes, connections, and material specifications. 16 17 3. Design calculations for the precast wall stem panels, the connection between 18 the precast panels and the cast -in -place footing, and all modifications to the 19 cast -in -place footing details as shown in the Plans or Standard Plans. 20 21 The Contractor shall not begin excavation and construction operations for the retaining 22 walls until receiving the Engineer's approval of the above submittals. 23 24 6- 11.3(2) Excavation and Foundation Preparation 25 Excavation shall conform to Section 2- 09.3(3), and to the limits and construction stages 26 shown in the Plans. Foundation soils found to be unsuitable shall be removed and 27 replaced in accordance with Section 2- 09.3(1)C. 28 29 6- 11.3(3) Precast Concrete Wall Stem Panels 30 The Contractor may fabricate precast concrete wall stem panels for construction of 31 Standard Plan Retaining Wall Types 1 through 6 and 1 SW through 6SW. Precast 32 concrete wall stem panels may be used for construction of non - Standard Plan retaining 33 walls if allowed by the Plans or Special Provisions. Precast concrete wall stem panels 34 shall conform to Section 6- 02.3(28), and shall be cast with Class 4000 concrete. 35 36 The precast concrete wall stem panels shall be designed in accordance with the 37 requirements for Load Factor Design in the following codes: 38 39 1. For all loads except as otherwise noted - AASHTO Standard Specifications for 40 Highway Bridges, latest edition and current interims. The seismic design shall 41 use the acceleration coefficient and soil profile type as specified in the Plans. 42 43 2. For all wind loads - AASHTO Guide Specifications for Structural Design of 44 Sound Barriers, latest edition and current interims. 45 46 The precast concrete wall stem panels shall be fabricated in accordance with the 47 dimensions and details shown in the Plans, except as modified in the shop drawings as 48 approved by the Engineer. 49 50 The precast concrete wall stem panels shall be fabricated full height, and shall be 51 fabricated in widths of 8 feet, 16 feet, and 24 feet. 52 1 The construction tolerances for the precast concrete wall stem panels shall be as 2 follows: 3 4 Height ±1/4 inch 5 Width ±1/4 inch 6 Thickness ±1/4 inch 7 -1/8 inch 8 Concrete cover for steel reinforcing bar ±3/8 inch 9 -1/8 inch 10 Width of precast concrete wall stem panel joints ±1/4 inch O 11 ff et of precast concrete stem I i 1/4 inch 11 v ns�� of N� c�.as< <.vi iii c�c wall n s�ci � i panels ! 12 (Deviation from a straight line extending 5 feet on each side of the panel joint) 13 14 The precast concrete wall stem panels shall be constructed with a mating shear key 15 between adjacent panels. The shear key shall have beveled corners and shall be 1 -1/2 16 inches in thickness. The width of the shear key shall be 3 -1/2 inches minimum and 5- 17 1/2 inches maximum. The shear key shall be continuous and shall be of uniform width 18 over the entire height of the wall stem. 19 20 The Contractor shall provide the specified surface finish as noted, and to the limits 21 shown, in the Plans to the exterior concrete surfaces. Special surface finishes achieved 22 with form liners shall conform to Sections 6 -02.2 and 6- 02.3(14) as supplemented in the 23 Special Provisions. Rolled on textured finished shall not be used. Precast concrete wall 24 stem panels shall be cast in a vertical position if the Plans call for a form liner texture on 25 both sides of the wall stem pane!, 26 27 The precast concrete wall stem panel shall be rigidly held in place during placement and 28 curing of the footing concrete. 29 30 The precast concrete wall stem panels shall be placed a minimum of one inch into the 31 footing to provide a shear key. The base of the precast concrete wall stem panel shall 32 be sloped' /z inch per foot to facilitate proper concrete placement. 33 34 To ensure an even flow of concrete under and against the base of the wall panel, a form 35 shall be placed parallel to the precast concrete wall stem panel, above the footing, to 36 allow a minimum one foot head to develop in the concrete during concrete placement. 37 38 The steel reinforcing bars shall be shifted to clear the erection blockouts in the precast 39 concrete wall stem panel by 1 -1/2 inches minimum. 40 41 All precast concrete wall stem panel joints shall be constructed with joint filler installed 42 on the rear (backfill) side of the wall. The joint filler material shall extend from two feet 43 below the final ground level in front of the wall to the top of the wall. The joint filler shall 44 be a nonorganic flexible material and shall be installed to create a waterproof seal at 45 panel inintc 46 47 The soil bearing pressure beneath the falsework supports for the precast concrete wall 48 stem panels shall not exceed the maximum design soil pressure shown in the Plans for 49 the retaining wall, 50 1 6- 11.3(4) Cast -In -Place Concrete Construction 2 Cast -in -place concrete for concrete retaining walls shall be formed, reinforced, cast, 3 cured, and finished in accordance with Section 6 -02, and the details shown in the Plans 4 and Standard Plans. All cast -in -place concrete shall be Class 4000. 5 6 The Contractor shall provide the specified surface finish as noted, and to the limits 7 shown, in the Plans to the exterior concrete surfaces. Special surface finishes achieved 8 with formliners shall conform to Sections 6 -02.2 and 6- 02.3(14) as supplemented in the 9 Special Provisions. 10 11 Cast -in -place concrete for adjacent wall stem sections (between vertical expansion 12 joints) shall be formed and placed separately, with a minimum 12 hour time period 13 between concrete placement operations. 14 15 Premolded joint filler, 1/2" thick, shall be placed full height of all vertical wall stem 16 expansion joints in accordance with Section 6- 01.14. 17 18 6 11.3(5) Backfill, Weepholes and Gutters 19 Unless the Plans specify otherwise, backfill and weepholes shall be placed in 20 accordance with Standard Plan D -4 and Section 6- 02.3(22). Gravel backfill for drain 21 shall be compacted in accordance with Section 2- 09.3(1)E. Backfill within the zone 22 defined as bridge approach embankment in Section 1 -01.3 shall be compacted in 23 accordance with Method C of Section 2- 03.3(14)C. All other backfill shall be compacted 24 in accordance with Method B of Section 2- 03.3(14)C, unless otherwise specified. 25 26 Cement concrete gutter shall be constructed as shown in the Standard Plans. 27 28 6 11.3(6) Traffic Barrier and Pedestrian Barrier 29 When shown in the Plans, traffic barrier and pedestrian barrier shall be constructed in 30 accordance with Sections 6- 02.3(11)A and 6- 10.3(2), and the details shown in the Plans 31 and Standard Plans. 32 33 6 - 11.4 Measurement 34 Concrete Class 4000 for retaining wall will be measured as specified in Section 6 -02.4. 35 36 Steel reinforcing bar for retaining wall and epoxy- coated steel reinforcing bar for 37 retaining wall will be measured as specified in Section 6 -02.4. 38 39 Traffic barrier and pedestrian barrier will be measured as specified in Section 6 -10.4 for 40 cast -in -place concrete barrier. 41 42 6 - 11.5 Payment 43 Payment will be made in accordance with Section 1 -04.1 for each of the following bid 44 items when they are included in the proposal: 45 46 "Conc. Class 4000 For Retaining Wall ", per cubic yard. 47 All costs in connection with furnishing and installing weep holes and premolded 48 joint filler shall be included in the unit contract price per cubic yard for "Conc. Class 49 4000 for Retaining Wall ". 50 51 "St. Reinf. Bar For Retaining Wall ", per pound. 52 "Epoxy- Coated St. Reinf. Bar For Retaining Wall ", per pound. 1 2 "Traffic Barrier ", per linear foot. 3 "Pedestrian Barrier ", per linear foot. 4 The unit contract price per linear foot for " Barrier" shall be full pay for 5 constructing the barrier on top of the retaining wall, except that when these bid 6 items are not included in the proposal, all costs in connection with performing the 7 work as specified shall be included in the unit contract price per cubic yard for 8 "Conc. Class 4000 For Retaining Wall ", and the unit contract price per pound for 9 Bar For Retaining Wall ". 10 11 SECTION 6.12, NOISE BARRIER WAII S 12 January 3, 2006 13 6- 12.3(6) Precast Concrete Panel Fabrication and Erection 14 Item 5 following the first paragraph of Section 6- 12.3(6) is renumbered to item 6. 15 16 The below new item 5 is inserted ahead of renumbered item 6: 17 18 5 Precast concrete nanPls shall not ha erected until the fo f the panels — — . ,..,. .... . .. . .. r .. ... . . .,. . .. .. . .... .. .. ..... ... .. ..., .., .. ...,..d.. the e �e.+sa s: sri �y for the panels eti:�� 19 have attained a minimum compressive strength of 3,400 psi. 20 21 SECTION 6 -13, STRUCTURAL EARTH WALLS 22 August 7, 2006 23 6- 13.3(6) Welded Wire Faced Structural Earth Wail Erection 24 This section is supplemented with the following: 25 26 Geosynthetic reinforcing, when used, shall be placed in accordance with Sections 2- 27 12.3 and 6- 13.3(5). 28 29 6 13.3(7) BackfiIl 30 Under number 4 in the fifth paragraph, the words "light mechanical tampers" are revised to 31 "a plate compactor ". 32 33 6 13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier 34 This Section is revised to read: 35 36 The Contractor, in conjunction with the structural earth wall manufacturer, shall design 37 and detail the SEW traffic barrier and SEW pedestrian barrier in accordance with 38 Section 6- 13.3(2) and the above ground geometry details shown in the Plans. The 39 barrier working drawings and supporting calculations shall include, but not be limited to, 40 the following: 41 42 1. Complete details of barrier cross section geometry, including the portion below 43 ground, and accommodations necessary for bridge approach slabs, PCCP, 44 drainage facilities, underground utilities, and sign support, luminaire pole, 45 traffic signal standard, and other barrier attachments. 46 47 2. Details of the steel reinforcement of the barrier, including a bar list and bending 48 diagram in accordance with Section 6- 02.3(24), and including additional 49 reinforcement required at sign support, luminaire pole, traffic signal standard, ( 50 and other barrier attachment locations. 1 2 3. Details of the interface of, and the interaction between, the barrier and the top 3 layers of structural earth wall reinforcement and facing. 4 5 4. When the Plans specify placement of conduit pipes through the barrier, details 6 of conduit pipe and junction box placement. 7 8 SEW traffic barrier and SEW pedestrian barrier shall be constructed in accordance with 9 Sections 6- 02.3(11)A and 6- 10.3(2), and the details in the Plans and in the structural 10 earth wall working drawings as approved by the Engineer. 11 12 SECTION 6 -14, GEOSYNTHETIC RETAINING WALLS 13 August 7, 2006 14 6- 14.3(2) Submittals 15 Item 2 is revised to read: 16 17 2. The Contractor's proposed wall construction method, including proposed forming 18 systems, types of equipment to be used, proposed erection sequence and details 19 of how the backfill will be retained during each stage of construction. 20 21 6 14.3(4) Erection and Backfill 22 The first sentence in the eighth paragraph is revised to read: 23 24 The Contractor shall place and compact the wall backfill in accordance with the wall 25 construction sequence detailed in the Plans and Method C of Section 2- 03.3(14)C, 26 except as follows: 27 28 Under number 5 in the eighth paragraph, the words "light mechanical tempers" are revised 29 to "a plate compactor ". 30 31 6 - 14.4 Measurement 32 The first three paragraphs are revised to read: 33 34 Permanent geosynthetic retaining wall and temporary geosynthetic retaining wall will be 35 measured by the square foot of face of completed wall. Corner wrap area and 36 extensions of the geosynthetic wall beyond the area of wall face shown in the Plans or 37 staked by the Engineer are considered incidental to the wall construction and will not be 38 included in the measurement of the square foot of face of completed geosynthetic 39 retaining wall. 40 41 Gravel borrow for geosynthetic retaining wall backfill will be measured as specified in 42 Section 2 -03.4. 43 44 Shotcrete facing and concrete fascia panel will be measured by the square foot surface 45 area of the completed facing or fascia panel, measured to the neat lines of the facing or 46 panel as shown in the Plans. When a footing is required, the measurement of the fascia 47 panel area will include the footing. 48 49 6 - 14.5 Payment 50 The bid item "Borrow for Geosynthetic Retaining Wall Incl. Haul" and subsequent paragraph ( 51 are revised to read: 1 2 "Gravel Borrow for Geosynthetic Retaining Wall Incl. Haul ", per ton or per cubic yard. 3 All costs in connection with furnishing and placing backfill material for temporary or 4 permanent geosynthetic retaining walls as specified shall be included in the unit contract 5 price per ton or per cubic yard for "Gravel Borrow for Geosynthetic Retaining Wall Incl. 6 Haul ". 7 8 SECTION 6 -15, SOIL NAIL WALLS 9 August 7, 2006 10 6- 15.3(8) Soil Nail Testing and Acceptance 11 The first sentence in the fourth paragraph is revised to read: 12 13 The pressure gauge shall be graduated in increments of either 100 psi or two percent of 14 the maximum test Toad, whichever is Tess. 15 16 SECTION 6 -16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 17 August 7, 2006 18 6- 16,3(5) Backfilling Shaft 19 The first and second paragraphs are revised to read: 20 21 The excavated shaft shall be backfilled with either controlled density fill (CDF), or 22 pumpable lean concrete, as shown in the Plans and subject to the following 23 rem iir M u .. 24 25 1. Dry shaft excavations shall be backfilled with CDF. ( 26 27 2. Wet shaft excavations shall be backfilled with pumpable lean concrete. 28 29 3. Pumpable lean concrete shall be a Contractor designed mix providing a 30 minimum 28 day compressive strength of 100 psi. Acceptance of pumpable 31 lean concrete will conform to the acceptance requirements specified in Section 32 2- 09.3(1) for CDF. 33 34 4. A wet shaft is defined as a shaft where water is entering the excavation and 35 remains present to a depth of six inches or more. 36 37 5. When the Plans or test hole boring Togs identify the presence of a water table 38 at or above the elevation of the bottom of soldier pile shaft, the excavation 39 shall be considered as wet, except as otherwise noted. Such a shaft may be 40 considered a dry shaft provided the Contractor furnishes and installs casing 41 that is sufficiently sealed into competent soils such that water cannot enter the 42 excavation. a- 44 Placement of the shaft backfill shall commence immediately after completing the shaft 45 excavation and receiving the Engineer's approval of the excavation. CDF or pumpable 46 lean concrete shall be placed in one continuous operation to the top of the shaft. 47 Vib o f s h a ft b i no t rem aired, 48 49 6 16 - 3(6) Installing Timber Lagging and Permanent Ground Anchors 50 The first paragraph is revised to read: • 1 2 The excavation and removal of CDF and pumpable lean concrete for the lagging 3 installation shall proceed in advance of the lagging, and shall not begin until the CDF 4 and pumpable lean concrete are of sufficient strength that the material remains in ( 5 placed during excavation and lagging installation. If the CDF or pumpable lean concrete 6 separates from the soldier pile, or caves or spalls from around the pile, the Contractor 7 shall discontinue excavation and timber lagging installation operations until the CDF and 8 pumpable lean concrete is completely set. The bottom of the excavation in front of the 9 wall shall be level. Excavation shall conform to Section 2 -03. 10 11 SECTION 6 -17, PERMANENT GROUND ANCHORS 12 August 7, 2006 13 6- 17.3(8) Testing and Stressing 14 The first sentence in the third paragraph is revised to read: 15 16 The pressure gauge shall be graduated in increments of either 100 psi or two percent of 17 the maximum test Toad, whichever is less. 18 19 SECTION 7 -01, DRAINS 20 August 7, 2006 21 7 -01.3 Construction Requirements 22 This section is revised to read: 23 24 A trench of the dimensions shown in the Plans or as specified by the Engineer shall be 25 excavated to the grade and line given by the Engineer. 26 27 Section 7 -01.3 is supplemented with the following new sub - sections: 28 29 7 01.3(1) Drain Pipe 30 Drain pipe shall be laid in conformity with the line and grades as shown in the Plans. 31 The drain pipe shall be laid with soiltight joints unless otherwise specified. Concrete 32 drain pipe shall be laid with the bell or larger end upstream. PVC drain pipe shall be 33 jointed with a bell and spigot joint using a flexible elastomeric seal as described in 34 Section 9 -04.8. The bell shall be laid upstream. PE drain pipe shall be jointed with 35 snap -on, screw -on, bell and spigot, or wraparound coupling bands as recommended by 36 the manufacturer of the tubing. 37 38 7 01.3(2) Underdrain Pipe 39 When underdrain pipe is being installed as a means of intercepting ground or surface 40 water, the trench shall be fine - graded in the existing soil 3 inches below the grade of the 41 pipe as shown in the Plans. Gravel backfill shall be used under the pipe. Gravel backfill 42 shall be placed to the depth shown in the Plans or as designated by the Engineer. All 43 backfill shall be placed in 12 -inch maximum layers and be thoroughly compacted with 44 three passes of a vibratory compactor for each layer. The Contractor shall use care in 45 placing the gravel backfill material to prevent its contamination. 46 47 Class 2 perforations shall be used unless otherwise specified. When Class 1 48 perforations are specified the perforated pipe shall be laid with the perforations down. 49 Upon final acceptance of the work, all drain pipes shall be open, clean, and free ( 50 draining. Perforated pipe does not require a watertight joint. PVC underdrain pipe shall 1 be jointed using either the flexible elastomeric seal as described in Section 9 -04.8 or 2 solvent cement as described in Section 9 -04.9, at the option of the Contractor unless 3 otherwise specified in the Plans. The bell shall be laid upstream. PE drainage tubing 4 underdrain pipe shall be jointed with snap -on, screw -on, bell and spigot, or wraparound 5 coupling bands, as recommended by the manufacturer of the tubing. 6 7 SECTION 7 -02, CULVERTS 8 January 3, 2006 9 7 -02.2 Materials 1n Th fifth an d seventh p are deleted: 11 12 SECTION 7 -04, STORM SEWERS 13 January 3, 2006 14 7 -04.2 Materials 15 The fourth and sixth paragraphs are deleted: 16 17 SECTION ° v - i n 1 1 , LRO COiV1ROL ra VY�A1 GR r JJ J CO ' 1 ROL 18 August 7, 2006 19 8- 01.3(1) General 20 The eighth paragraph, beginning with "In western Washington, erodible soil ", is deleted and 21 replaced with the following: 22 23 Erodible soil not being worked, whether at final grade or not, shall be covered within the 24 following time period, using an approved soil covering practice, unless authorized 25 otherwise by the Engineer: 26 27 In western Washington (west of the Cascade Mountain crest): 28 29 October 1 through April 30 2 days maximum 30 May 1 to September 30 7 days maximum 31 32 In eastern Washington (east of the Cascade Mountain crest.): 33 34 October 1 through June 30 5 days maximum 35 July 1 through September 30 10 days maximum 36 37 8 01.3(1)B Erosion and Sediment Control (ESC) Lead 38 This section is revised to read: 39 40 The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 41 TESC plan. The ESC Lead shall have, for the life of the contract, a current Certificate of 42 Training in Construction Site Erosion and Sediment Control from a course approved by 43 the Washington State Department of Ecology. The ESC Lead shall be listed on the 44 Emergency Contact List required under Section 1- 05.13(1). 45 46 The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) 47 plan. Implementation shall include, but is not limited to: 48 • 1 1. Installing and maintaining all temporary erosion and sediment control Best 2 Management Practices (BMPs) included in the TESC plan to assure continued 3 performance of their intended function. Damaged or inadequate TESC BMPs 4 shall be corrected immediately. 5 6 2. Updating the TESC plan to reflect current field conditions. 7 8 When a TESC plan is included in the contract plans, the Contractor shall inspect all on- 9 site erosion and sediment control BMPs at least once every calendar week and within 10 24 hours of runoff events in which stormwater discharges from the site. Inspections of 11 temporarily stabilized, inactive sites may be reduced to once every calendar month. 12 The Erosion and Sediment Control Inspection Form (Form Number 220 -030 EF) shall 13 be completed for each inspection and a copy shall be submitted to the Engineer no later 14 than the end of the next working day following the inspection. 15 16 8 01.3(2)E Tacking Agent and Soil Binders 17 The third paragraph, (PAM) is revised to read: 18 19 Soil Binding Using Polyacrylamide (PAM) 20 The PAM shall be applied on bare soil completely dissolved and mixed in water or 21 applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than 2/3 22 pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of 23 cellulose fiber mulch treated with a non -toxic dye shall be applied with the dissolved 24 PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand -held 25 fertilizer spreader or a tractor - mounted spreader. 26 27 8 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 28 The second paragraph under East of the summit of the Cascade Range, beginning with "The 29 Contractor will be responsible ", is deleted. 30 31 8 01.3(9)A Silt Fence 32 The fifth paragraph is revised to read: 33 34 Posts shall be either wood or steel. Wood posts shall have minimum dimensions of 1 35 1/4 inches by 1 1/4 inches by the minimum length shown in the Plans. Steel posts shall 36 have a minimum weight of 0.90 Ibs /ft 37 38 8 - 01.4 Measurement 39 This section is supplemented with the following: 40 41 Coir log will be measured by the linear foot along the ground line of the completed 42 installation. 43 44 8 - 01.5 Payment 45 The following bid item is inserted after "Compost Sock ", per linear foot: 46 47 "Coir Log ", per linear foot 48 1 SECTION 8 -02, ROADSIDE RESTORATION 2 April 3, 2006 3 8- 02.3(8) Planting 4 The seventh and eighth paragraphs are deleted and replaced with the following: 5 6 All burlap, baskets, string, wire and other such materials shall be removed from the hole 7 when planting balled and burlapped plants. The plant material shall be handled in such 8 a manner that the root systems are kept covered and damp at all times. The root 9 systems of ail bare root piant material shall be dipped in a siurry of silt and water 1n i prior to planting. The root . + of + plant material ha ft b immediately prior N ,a, ���� .y. o � The � w� systems o� container piai n iiia�ci iai shall be 11 moist at the time of planting. In their final position, all plants shall have their top true root 12 (not adventitious root) no more than 1" below the soil surface, no matter where that root 13 was located in the original root ball or container. After planting_ , the backfill material and 14 root ball shall be thoroughly watered in within 24 hours. 15 16 8 02.3(9) Pruning, Staking, Guying, and Wrapping 17 The first paragraph is revised to read: 18 19 Plants shall be pruned at the time of planting, only to remove minor broken or damaged 20 twigs, branches or roots. Pruning shall be done with a sharp tool and shall be done in 21 such a manner as to retain or to encourage natural growth characteristics of the plants. 22 All other pruning shall be performed only after the plants have been in the ground at 23 least one year. 24 25 SECTION 8 -04, CURBS, GUTTERS, AND SPILLWAYS 26 January 3, 2006 27 8 -04.4 Measurement 28 The first paragraph is revised to read: 29 30 All curbs, gutters, and spillways will be measured by the linear foot along the line and 31 slope of the completed curbs, gutters, or spillways, including bends. Measurement of 32 cement concrete curb and cement concrete curb and gutter, when constructed across 33 driveways or sidewalk ramps, will include the width of the driveway or sidewalk ramp. 34 35 SECTION 8 -08, RUMBLE STRIPS 36 April 3, 2006 37 8 -08.1 Description 38 The first sentence is revised to read: 39 40 This work consists of constructing centerline and shoulder rumble strips by grinding hot 41 mix asphalt. 42 43 8 - 08.3 Construction Requirements 44 The first sentence in the first paragraph is revised to read: 45 46 The equipment shall have a rotary type cutting head or series of cutting heads capable 47 of grinding one or more recesses in the hot mix asphalt as detailed in the Standard 48 Plans. C 1 2 The third sentence in the third paragraph is revised to read: 3 4 All cuttings and other debris shall become the property of the Contractor and be 5 disposed of outside the project limits. 6 7 SECTION 8 -09, RAISED PAVEMENT MARKERS 8 April 3, 2006 • 9 8- 09.3(5) Recessed Pavement Marker 10 This section is revised to read: 11 12 Construct recesses for pavement markers by grinding the pavement in accordance with 13 the dimensions shown in the Standard Plans. This work shall include cleanup and 14 disposal of cuttings and other resultant debris. Prepare the surface in accordance with 15 Section 8- 09.3(1). Install Type 2 markers in the recess in accordance with the Standard 16 Plans and Section 8- 09.3(4). 17 18 SECTION 8 -11, GUARDRAIL 19 April 3, 2006 20 8- 11.3(4) Removing Guardrail 21 This section including title is revised to read: 22 23 8 11.3(4) Removing Guardrail and Guardrail Anchor 24 Removal of the various types of guardrail shall include removal of the rail, cable 25 elements, hardware, and posts, including transition sections, expansion sections and 26 terminal sections . Removal of the various types of guardrail anchors shall include 27 removal of the anchor assembly in its entirety, including concrete bases, rebar, and steel 28 tubes and any other appurtenances in the anchor assembly. All holes resulting from the 29 removal of the guardrail posts and anchors shall be backfilled with granular material in 30 layers no more than 6- inches thick and compacted to a density similar to that of the 31 adjacent material. The removed guardrail items shall become the property of the 32 Contractor. 33 34 SECTION 8 -16, CONCRETE SLOPE PROTECTION 35 August 7, 2006 36 8 -16.2 Materials 37 The material "Concrete Class 3000" and referenced section "6 -02" are revised to read: 38 39 Commercial Concrete 6- 02.3(2)B 40 41 8 16.3(3) Poured in Place Cement Concrete 42 In the second paragraph, the words "Class 3000 cement" are revised to read "commercial ". 43 ( 1 SECTION 8 =20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 2 ELECTRICAL 3 August 7, 2006 4 8- 20.3(2) Excavating and Backfilling 5 The third paragraph is revised to read: 6 7 The excavations shall be backfilled in conformance with the requirements of Section 2- 8 09.3(1)E, Structure Excavation. 9 pp 10 8= 20.3(4) Foundations 11 The second paragraph is revised to read: 12 13 The bottom of concrete foundations shall rest on firm ground If the portion of the 14 foundation beneath the existing ground line is formed or cased instead of being cast 15 against the existing soil forming the sides of the excavation, then all gaps between the 16 existing soil and the completed foundation shall be backfilled and compacted in 17 accordance with Section 2- 09.3(1)E. 151 19 The thirteenth paragraph is revised to read: 20 21 Both forms and ground which will be in contact with the concrete shall be thoroughly 22 moistened before placing concrete; however, excess water in the foundation excavation 23 will not be permitted. Foundations shall have set at least 72 hours prior to the removal. 24 of the forms. All forms shall be removed, except when the Plans or Special Provisions 25 specifically allow or require the forms or casing to remain. 26 27 8 20.3(9) Bonding, Grounding 28 The first two paragraphs are revised to read: 29 30 All metallic appurtenances containing electrical conductors (luminaires, light standards, 31 cabinets, metallic conduit, etc.) shall be made mechanically and electrically secure to 32 form continuous systems, that shall be effectively grounded. Supplemental grounding 33 shall be provided at light standards, signal standards, cantilever sign structures, and 34 sign bridges. Steel sign posts which support signs with flashing beacons shall also 35 have supplemental grounding. Foundations for these standards shall be installed with a 36 bare, 6 AWG copper wire that is connected to the reinforcing cage with a listed 37 connector suitable for use ernbedded in concrete and routed to connect to the pole at 38 the grounding lug. 39 40 Where conduit is installed, the installation shall include an equipment ground conductor, 41 in addition to the conductors noted in the contract. Bonding jumpers and equipment 42 grounding conductors shall be installed in accordance with Section 9 -29.3 and NEC. 43 Where existing conduits are used for the installation of new circuits, an equipment - 44 grounding conductor shall be installed unless an existing equipment ground conductor is 45 already present in the existing raceway. The equipment ground conductor between the 46 isolation switch and the sign lighter fixtures shall be a minimum of a 14 AWG stranded 47 copper conductor. Where parallel circuits are enclosed in a common conduit, the 48 equipment-grounding conductor shall be sized by the largest overcurrent device serving 49 any circuit contained within the conduit. 50 1 8- 20.3(14)E Signal Standards 2 The second paragraph is revised to read: 3 4 Signal standards shall not be erected on concrete foundations until the foundations 5 have attained 2400 psi or 14 days after concrete placement. Signal standards without 6 mast arms may be erected after 72 hours. Type IV and V strain pole standards may be 7 erected but the messenger cable (span wire) shall not be placed until the foundation has 8 attained 2400 psi or 14 days after concrete placement. 9 10 SECTION 8 -21, PERMANENT SIGNING 11 January 3, 2006 12 8- 21.3(9)F Bases 13 The second paragraph is revised to read: 14 15 The excavation and backfill shall be in conformance with the requirements of Section 2- 16 09.3(1)E. 17 18 The fifth paragraph is revised to read: 19 20 The bottom of concrete foundations shall rest on firm ground. If the portion of the 21 foundation beneath the existing ground line is formed or cased instead of being cast 22 against the existing soil forming the sides of the excavation, then all gaps between the 23 existing soil and the completed foundation shall be backfilled and compacted in 24 accordance with Section 2- 09.3(1)E. 25 26 The fourteenth paragraph is revised to read: 27 28 Both forms and ground which will be in contact with the concrete shall be thoroughly 29 moistened before placing concrete; however, excess water in the foundation excavation 30 will not be permitted. Forms shall not be removed until the concrete has set at least 31 three days. All forms shall be removed, except when the Plans or Special Provisions 32 specifically allow or require the forms or casing to remain. 33 34 SECTION 8 -22, PAVEMENT MARKING 35 April 3, 2006 36 8- 22.3(2) Preparation of Roadway Surfaces 37 The following new sentence is inserted after the first sentence in the second paragraph: 38 39 The temperature requirement may be superseded by the material manufacturers written 40 installation instructions. 41 42 8 22.3(3) Marking Application 43 The second paragraph is revised to read: 44 45 Centerlines on two lane highways with skip patterns, paint or plastic, shall be applied in 46 the increasing mile post direction so they are in cycle with existing skip pattern lines at 47 the beginning of the project. Skip patterns applied to multi -lane or divided roadways 48 shall be applied in cycle in the direction of travel. 49 1 Where paint is applied on centerline on two -way roads with bituminous surface 2 treatment or centerline rumble strips, the second paint application shall be applied in the 3 opposite (decreasing mile post) direction as the first application (increasing mile post) 4 direction. This will require minor skip pattern corrections for curves on the second 5 application. 6 7 The fourth paragraph, beginning with "Lines with skip patterns ", is deleted. 8 9 The first sentence in the sixth paragraph is revised to read: • 10 11 Pavement markings shall be applied at the following base line thickness measured 2 above the pavement surface or above the slot bottom for inset markings in thousandths 13 of an inch (mils): 14 15 in the sixth paragraph, the final line in the chart !Marking Material Application is revised to 16 read: 17 18 Type D — inset /long line extruded 230 230 230 19 20 In the seventh paragraph, the final line in the chart for Liquid pavement marking material 21 yield per gallon is revised to read: 22 23 230 21 7 24 25 in the eighth paragraph, the final line in the chart for Solid pavement marking material (Type 26 A) yield is revised to read: 27 28 230 — flat inset 47 15 29 30 The third, fourth, fifth and sixth sentences in the eleventh paragraph are revised to read: 31 32 For Type C material the slot shall be cut with equipment to produce a smooth square 33 slot with a width in accordance with the material manufacturer's recommendation. The 34 slot depth for Type C material shall be 100 mils, plus or minus 10 mils. The slot depth 35 for Type A or D material shall be 250 mils minimum. Slots for Type A or D material shall 36 be filled with material so that the top of the material with glass beads is 20 mils, +/- 10 37 mils, below the pavement surface. 38 39 This section is supplemented with the following: 40 41 When two or more spray applications are required to meet thickness requirements for 42 Type A and Type D materials, top dressing with glass beads is only allowed on the last 43 application. The cure period between successive applications shall be in accordance 44 with the manufacturer's recommendations. Any loose beads, dirt or other debris shall 45 be swept or blown off the line prior to application of each successive application. 46 Successive applications shall be applied squarely on top of the preceding application. 47 48 8 22.3(5) Installation Instructions 49 This section including title is revised to read: 50 1 8- 22.3(5) Plastic Installation Instructions 2 Installation instructions for plastic markings shall be provided for the Engineer. All 3 materials including glass beads shall be installed according to the manufacturer's 4 recommendations. A manufacturer's technical representative shall be present at the 5 initial installation of plastic material to approve the installation procedure or the material 6 manufacturer shall certify that the Contractor will install the plastic material in 7 accordance with their recommended procedure. 8 9 8 -22.4 Measurement 10 The following is inserted after the fifth paragraph: 11 12 Diagonal and chevron - shaped lines used to delineate medians, gore areas, and parking 13 stalls are constructed of painted or plastic 4 inch and 8 inch wide lines in the color and 14 pattern shown in the Standard Plans. These lines will be measured as painted or plastic 15 line or wide line by the linear foot of line installed. Crosswalk line will be measured by 16 the square foot of marking installed. 17 18 Traffic arrows, traffic letters, access parking space symbols, HOV symbols, railroad 19 crossing symbols, drainage markings, bicycle lane symbols, aerial surveillance full, and 20 1/2 markers, yield line symbols, yield ahead symbols, and speed bump symbols will be 21 measured per each. Type 1 through 6 traffic arrows will be measured as one unit each, 22 regardless of the number of arrow heads. 23 24 The last paragraph is revised to read: 25 26 Removal of traffic arrows, traffic letters, access parking space symbol, HOV lane 27 symbol, railroad crossing symbol, bicycle lane symbols, drainage markings, aerial 28 surveillance full and 1/2 markers, yield line symbol, yield ahead symbol, and speed 29 bump symbol will be measured per each. Removal of crosswalk lines will be measured 30 by the square foot of lines removed. 31 32 8 -22.5 Payment 33 The following items are deleted: 34 35 "Painted HOV Lane Symbol Type 36 "Plastic HOV Lane Symbol Type 37 38 SECTION 9 -00, DEFINITIONS AND TESTS 39 January 3, 2006 40 9 -00.8 Sand Equivalent 41 The second paragraph is revised to read: 42 43 For acceptance, there must be a clear line of demarcation. If no clear line of 44 demarcation has formed at the end of a 30 minute sedimentation period, the material 45 will be considered as failing to meet the minimum specified sand equivalent. 46 1 SECTION 9 -02, BITUMINOUS MATERIALS 2 January 3, 2006 3 9- 02.1(4) Asphalt Binders 4 This section including title is revised to read: 5 6 9 02.1(4) Performance Graded Asphalt Binder (PGAB) 7 PGAB meeting the requirements of AASHTO M 320 Table 1 of the grades specified in the 8 contract shall be used in the production of HMA. The Direct Tension Test (AASHTO T 9 314) of M 320 is not a specification requirement. 10 11 9 02.1(4)A Performance Graded Asphalt Binder • 12 This section including title is revised to read: 13 14 9 02.1(4)A Quality Control Plan 15 The Asphalt Supplier of PGAB shall have a Quality Control Plan (QCP) in accordance 16 with WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance 17 Graded Asphalts ". The Asphalt Supplier's QCP shall be submitted and approved by the 18 WSDOT State Materials I aboratory. Any change to the QCP will require a new QCP to 19 be submitted. The Asphalt Supplier of PGAB shall certify through the Bill of Lading that 20 PGAB meets the specification requirements of the contract. 21 22 9 02.1(6)A Polymerized Cationic Emulsified Asphalt CRS - 2P 23 This section is revised to read: 25 The asphalt CRS-2P shall be a polymerized cationic emulsified asphalt. The polymer 26 shall be milled into the asphalt or emulsion during the manufacturing of the emulsion. 27 The asphalt CRS -2P shall meet the following specifications: 28 AASHTO Test Specifications Method Minimum Maximum Viscosity @122 °F, SFS T 59 100 400 Storage Stability 1 day % T 59 - -- 1 Demulsibility 35 ml. 0.8% Dioctyl T 59 40 - -- Sodium Sulfosuccinate Particle Charge T 59 positive - -- Sieve Test % T 59 - -- 0.30 Distillation Oil distillate by vol. of emulsion % T 59note 1 0 3 Residue T 59 note 1 65 - -- Test on the Residue From Distillation Penetration @77 °F T 49 100 250 Torsional Recovery % note 2 18 - -- or Toughness /Tenacity in -Ibs note 3 50/25 - -- ( 1 2 note ' Distillation modified to use 300 grams of emulsion heated to 350 °F ± 9 °F and 3 maintained for 20 minutes. 4 5 note 2 The Torsional Recovery test shall be conducted according to the California 6 Department of Transportation Test Method No. 332. The residue material for this 7 test shall come from California Department of Transportation Test Method No. 331. 8 9 note 3 Benson method of toughness and tenacity; Scott tester, inch - pounds at 77 °F, 10 20 in. per minute pull. Tension head 7 /8 in. diameter. 11 12 At the option of the supplier the Benson Toughness /Tenacity test can be used in lieu of 13 Torsional Recovery based on type of modifier used. If the Benson Toughness /Tenacity 14 method is used for acceptance the supplier must supply all test data verifying 15 specification conformance. 16 17 SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 18 August 7, 2006 19 9- 05.1(6) Corrugated Polyethylene Drainage Tubing Drain Pipe 20 This section including title is revised to read: 21 22 9 05.1(6) Corrugated Polyethylene Drain Pipe (up to 10 - inch) 23 Corrugated polyethylene drain pipe shall meet the requirements of AASHTO M 252 type 24 C (corrugated both inside and outside) or type S (corrugated outer wall and smooth 25 inner liner). The maximum size pipe shall be 10 inches in diameter. 26 27 9 05.1(7) Corrugated Polyethylene Drain Pipe 28 This section including title is revised to read: 29 30 9 05.1(7) Corrugated Polyethylene Drain Pipe (12 - inch through 60 - inch) 31 Corrugated polyethylene drain pipe, 12 -inch through 60 -inch - diameter maximum, shall 32 meet the minimum requirements of AASHTO M 294 Type S or 12 -inch through 24 inch 33 diameter maximum shall meet the minimum requirements of AASHTO M 294 Type C. 34 35 9- 05.2(7) Perforated Corrugated Polyethylene Drainage Tubing Underdrain 36 Pipe 37 This section including title is revised to read: 38 39 9- 05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10- 40 inch) 41 Perforated corrugated polyethylene underdrain pipe shall meet the requirements of 42 AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 43 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 44 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the 45 length and circumference of the pipe. The maximum size pipe shall be 10 -inch diameter. 46 1 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe 2 This section including title is revised to read: 3 4 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12 -inch 5 through 60 -inch) 6 Perforated corrugated polyethylene underdrain pipe, 12-inch through 60 -inch diameter 7 maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type 8 CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe 9 with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be 10 uniformly spaced along the length and circumference of the pipe. 11 12 9 - 05.15 Metal Castings 13 This section is revised to read: 14 15 For all metal castings the producing foundry shall provide certification stating the 16 country of origin, the material meets the required ASTM or AASHTO specification noted 17 in the subsections below. The producing foundry shall detail all test results from 18 physical testing to determine compliance to the specifications. The test reports shall 19 include physical properties of the materi fro e ach heat n and s h a ll i tensile 20 yield, and elongation as specified in the appropriate ASTM or AASHTO specification. 21 For AASHTO M 306, Section 8, Certification is deleted and replaced with the above 22 certification and testing requirements. 23 24 Metal castings for drainage structures shall not be dipped, painted, welded, plugged, or 25 repaired. Porosity in metal castings for drainage structures shall be considered a 26 workmanship defect subject to rejection by the Engineer. Metal castings made from 27 gray iron or ductile iron shall conform to the requirements of AASHTO M 306, and metal 28 castings made from cast steel shall conform to the requirements of Section 9 -06.8. All 29 metal castings shall meet the proof load testing requirements of AASHTO M 306. 30 31 9 05.15(1) Manhole Ring and Cover 32 This section is revised to read: 33 34 Castings for manhole rings shall be gray iron or ductile iron and covers shall be ductile 35 iron. 36 37 All covers shall be interchangeable within the dimensions shown in the Standard Plans. 38 All mating surfaces shall be machine finished to ensure a nonrocking (rocking fit. 39 40 The inside vertical recessed face of the ring and the vertical outside edge of the cover 41 shall be machined or manufactured to the following tolerances: 42 43 Ring +3/32 inch to -3/32 inch 44 Cover +3/32 inch to -3/32 inch Ag "TO 46 All manhole rings and covers shall be identified by the name or symbol of the producing 47 foundry and country of casting origin. This identification shall be in a plainly visible 48 location when the ring and cover are installed. Ductile iron shall be identified by the 49 following, "DUC" or "Dl." The producing foundry and material identification shall be 50 adjacent to each other and shall be minimum %2 inch to maximum 1 inch high letters, 51 recessed to be flush with the adjacent surfaces. 52 1 9- 05.15(2) Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets 2 The first and second paragraphs are revised to read: 3 4 Castings for metal frames for catch basins and inlets shall be cast steel, gray iron, or 5 ductile iron, and as shown in the Standard Plans. 6 7 Castings for grates and solid metal covers for catch basins and inlets shall be cast steel 8 or ductile iron and as shown in the Standard Plans. Additionally, leveling pads are 9 allowed on grates and solid metal covers with a height not to exceed 1/8 inch. The 10 producing foundry's name and material designation shall be embossed on the top of the 11 grate. The material shall be identified by the following: "CS" for cast steel or "DUG" or 12 "DI" for ductile iron and shall be located near the producing foundry's name. 13 14 9 05.15(3) Cast Metal Inlets 15 The first sentence is revised to read: 16 17 The castings for cast metal inlets shall be cast steel or ductile iron, and as shown in the 18 Standard Plans. 19 20 9 - 05.19 Corrugated Polyethylene Culvert Pipe 21 The first paragraph is revised to read: 22 23 Corrugated polyethylene culvert pipe shall meet the requirements of AASHTO M 294 24 Type S or D for pipe 12 -inch to 60 -inch diameter with silt -tight joints. 25 26 SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS 27 August 7, 2006 28 9 -06.9 Gray Iron Castings 29 The AASHTO requirement is revised to read "AASHTO M 306 ". 30 31 SECTION 9 -09, TIMBER AND LUMBER 32 August 7, 2006 33 9- 09.2(3) Inspection 34 This section is revised to read: 35 36 Timber and lumber requiring a grade stamp shall be marked with a certified lumber 37 grade stamp provided by one of the following agencies: 38 39 West Coast Lumber Inspection Bureau (WCLIB) 40 Western Wood Products Association (WWPA) 41 Pacific Lumber Inspection Bureau (PLIB) 42 Any lumber grading bureau certified by the American Lumber Standards Committee 43 44 Timber and Lumber requiring a grading certificate shall have a certificate that was 45 issued by either the grading bureau whose stamp is shown on the material, or by the 46 lumber mill, which must be under the supervision of one of the grading bureaus listed 47 above. The certificate shall include the following: 48 49 Name of the mill performing the grading 1 The grading rules being used 2 Name of the person doing the grading with current certification 3 Signature of a responsible mill official 4 Date the lumber was graded at the mill 5 Grade, dimensions, and quantity of the timber or lumber 6 7 For Structures: 8 All material delivered to the project shall bear a grade stamp and have a grading 9 certificate. The grade stamp and grading certificate shall not constitute final acceptance 10 of the material. The Engineer may reject any or all of the timber or lumber that does not 11 comply with the specifications or has been damaged during shipping or upon delivery. IL 13 For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and 14 Mailbox Posts: i 5 Material delivered to the project shall either bear a grade stamp on each piece or have a 16 grading certificate. The grade stamp or grading certificate shall not constitute final 17 acceptance of the material. The Engineer may reject any or all of the timber or lumber 18 that does not comply with the specifications or has been damaged during shipping or 19 upon delivery. 20 21 9 09.3(1) General Requirements 22 The last sentence in the first paragraph is revised to read: 23 24 Unless otherwise specified in the contract, all timber and lumber shall be treated in 25 accordance with Sections 111 and T1 of the latest edition of th AWPA s iR 27 SECTION 9 -12, MASONRY UNITS 28 August 7, 2006 29 9 -12.7 Precast Concrete Drywells 30 The third sentence is revised to read: 31 32 Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 33 square inches for round openings and 15 square inches for rectangular openings. 34 35 SECTION 9 -13, RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK 36 WALLS 37 August i -1 AAAA 3/ August /, 2006 38 9- 13.5(2) Poured Portland Cement Concrete Slope Protection 39 The first paragraph is revised to read: 40 41 Cement concrete for poured concrete slope protection shall be commercial concrete in 42 conformance with Section 6- 02.3(2)B. 43 44 SECTION 9 -14, EROSION CONTROL AND ROADSIDE PLANTING 45 August 7, 2006 46 9 -14.2 Seed 47 This section is revised to read: 48 1 Grasses, legumes, or cover crop seed of the type specified shall conform to the 2 standards for "Certified" grade seed or better as outlined by the State of Washington 3 Department of Agriculture "Rules for Seed Certification," latest edition. Seed shall be 4 furnished in standard containers on which shall be shown the following information: 5 6 (1) Common and botanical names of seed, 7 (2) Lot number, 8 (3) Net weight, 9 (4) Pure live seed 10 11 All seed installers and vendors must have a business license issued by the Washington 12 State Department of Licensing with a "seed dealer" endorsement. Upon request, the 13 contractor shall furnish the Engineer with copies of the applicable licenses and 14 endorsements. 15 16 Upon request, the Contractor shall furnish to the Engineer duplicate copies of a 17 statement signed by the vendor certifying that each lot of seed has been tested by a 18 recognized seed testing laboratory within six months before the date of delivery on the 19 project. Seed which has become wet, moldy, or otherwise damaged in transit or storage 20 will not be accepted. 21 22 9 14.4(1) Straw 23 This section is revised to read: 24 25 All straw material shall be in an air dried condition free of noxious weeds and other 26 materials detrimental to plant life. Straw mulch so provided shall be suitable for 27 spreading with mulch blower equipment. 28 29 9 14.4(3) Bark or Wood Chips 30 This section is supplemented with the following: 31 32 Sawdust shall not be used as mulch. 33 34 9 14.4(4) Sawdust 35 This section including title is revised to read: 36 37 9 14.4(4) Vacant 38 39 9 14.4(8) Compost 40 This section is revised to read: 41 42 Compost products shall be the result of the biological degradation and transformation of 43 plant- derived materials under controlled conditions designed to promote aerobic 44 decomposition. Compost shall be stable with regard to oxygen consumption and carbon 45 dioxide generation. Compost shall be mature with regard to its suitability for serving as 46 a soil amendment or an erosion control BMP as defined below. The compost shall have 47 a moisture content that has no visible free water or dust produced when handling the 48 material. 49 50 Compost production and quality shall comply with Chapter 173 -350 WAC. 51 1 Compost products shall meet the following physical criteria: 2 3 1. Compost material shall be tested in accordance with Testing Methods for the 4 Examination of Compost and Composting (TMECC) Test Method 02.02 -B, 5 "Sample Sieving for Aggregate Size Classification ". 6 7 Fine Compost shall meet the following: 8 9 Min. Max. 10 Percent passing 2" 100% 11 Percent passing 1" 99% 100% 12 P passing 1/2" 90% 100% 13 Percent passing 1 /4" 75% 100% 14 Maximum particle length of 6 inches • c IJ 16 Coarse Compost shall meet the following: 17 Min. Max. 18 Percent passing 3" 100% 19 Percent passing 1" 90% 100% 20 Percent passing 3 /4" 70% 100% 21 Percent passing 1/4" 40% 60% 22 Maximum particle length of 6 inches 23 24 2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 25 04.11-A, "1 :5 Slurry pH". 26 27 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be 28 less than 1.0 percent by weight as determined by TMECC 03.08 -A. 29 30 4. Minimum organic matter shall be 40 percent dry weight basis as determined by 31 TMECC 05.07A, "Loss -On- Ignition Organic Matter Method ". 32 33 5. Soluble salt contents shall be less than 4.0mmhos /cm tested in accordance 34 with TMECC 04.10 -A, "1:5 Slurry Method, Mass Basis ". 35 36 6. Maturity shall be greater than 80% in accordance with TMECC 05.05 -A, 37 "Germination and Root Vigor ". 38 39 7. Stability shall be 7 or below in accordance with TMECC 05.08 -B, Carbon 40 Dioxide Evolution Rate" 41 42 8. The compost product must originate a minimum of 65 percent by volume from 43 recycled plant waste as defined in WAC 173 -350 as "Type 1 Feedstocks." A 44 maximum of 35 percent by volume of other approved organic waste and /or .. 45 biosolids may be substituted for recycled plant waste. The supplier shall 46 provide written verification of feedstock sources 47 48 9. The Engineer may also evaluate compost for maturity using the Solvita 49 Compost Maturity Test. Fine Compost shall score a number 6 or above on the 50 Solvita Compost Maturity Test. Coarse Compost shall score a 5 or above on 51 the Solvita Compost Maturity Test. 52 1 The compost supplier will test all compost products within 90 calendar days prior to 2 application. Samples will be taken using the Seal of Testing Assurance (STA) sample 3 collection protocol. (The sample collection protocol can be obtained from the U.S. 4 Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY 11741 5 6 Phone: 631 - 737 -4931, www.compostingcouncil.org). The sample shall be sent to an 7 independent STA Program approved lab. The compost supplier will pay for the test. A 8 copy of the approved independent STA Program laboratory test report shall be 9 submitted to the Contracting Agency prior to initial application of the compost. Seven 10 days prior to application, the Contractor shall submit a sample of each type compost to 11 be used on the project to the Engineer. 12 13 Compost not conforming to the above requirements or taken from a source other than 14 those tested and accepted shall be immediately removed from the project and replaced 15 at no cost to the Contracting Agency. 16 17 The Contractor shall either select a compost supplier from the Qualified Products List, or 18 submit the following information to the Engineer for approval: 19 20 1. A Request for Approval of Material Source. 21 22 2. A copy of the Solid Waste Handling Permit issued to the supplier by the 23 Jurisdictional Health Department as per WAC 173 -350 (Minimum Functional 24 Standards for Solid Waste Handling). 25 26 3. The supplier shall verify in writing, and provide lab analyses that the material 27 complies with the processes, testing, and standards specified in WAC 173 -350 28 and these specifications. An independent STA Program certified laboratory 29 shall perform the analysis. 30 31 4. A list of the feedstock by percentage present in the final compost product. 32 33 5. A copy of the producer's Seal of Testing Assurance certification as issued by 34 the U.S. Composting Council. 35 36 Acceptance will be based upon a satisfactory Test Report from an independent STA 37 program certified laboratory and the sample(s) submitted to the Engineer. 38 39 9 14.5(5) Wattles 40 This section is revised to read: 41 42 Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, 43 compost, or wood shavings encased within biodegradable or photodegradable netting. 44 Wattles shall be at least 5 inches in diameter, unless otherwise specified. Encasing 45 material shall be clean, evenly woven, and free of encrusted concrete or other 46 contaminating materials such as preservatives. Encasing material shall be free from 47 cuts, tears, or weak places and shall have a lifespan greater than 6 months. 48 49 Compost filler shall meet the material requirements as specified in Section 9- 14.4(8), 50 and shall be Coarse Compost. 51 1 9- 14.5(6) Compost Sock 2 This section is revised to read: 3 4 Biodegradable fabric for compost sock and compost wattle shall be clean, evenly 5 woven, and free of encrusted concrete or other contaminating materials and shall be 6 free from cuts, tears, broken or missing yarns and thin, open, or weak places. Fabric for 7 compost sock shall consist of extra heavy weight biodegradable fiber which has not 8 been treated with any type of preservative. Compost for compost socks shall meet the 9 material requirements as specified in Section 9- 14.4(8), and shall be Coarse Compost 10 11 Wood stakes for compost sock and wattles shall be made from Douglas -fir, hemlock, or 12 pine species. V loos stakes snail be 2 inch i by 2 inch i nomin ll dimension and 36 inches in 13 length, unless otherwise indicated in the Plans. 14 15 Section 9 -14.5 is supplemented with the following new section. 16 17 9 14.5(7) Coir Log 18 Coir log: Logs shall be made of 100% durable coconut (coir) fiber uniformly compacted 19 within an outer netting. Log segments shall have a maximum length of 20 feet, with a 20 minimum diameter as shown in the Plans. Logs shall have a density of 7 lbslcf or greater. 21 22 Coir logs shall be manufactured with a woven wrapping netting made of bristle coir twine 23 with minimum strength of 80 lbs tensile strength. The netting shall have nominal 2 inch by 2 24 inch openings. 25 26 Stakes shall conform to the requirements of Section 9 -09. C w ood stak shall have a 27 notch to secure the rope ties. Rope ties shall be one - quarter inch diameter commercially 28 available hemp rope. 29 30 9 14.6(1) Description 31 This section is revised to read: 32 33 Bareroot plants are grown in the ground and harvested without soil or growing medium 34 around their roots. 35 36 Container plants are grown in pots or flats that prevent root growth beyond the sides 37 and bottom of the container. 38 39 Balled and burlapped plants are grown in the ground and harvested with soil around a 40 core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire 41 basket or other supportive structure. 42 43 Cuttings are live plant material without a previously developed root system. Source 44 plants for cuttings shall be dormant when cuttings are taken. All cuts shall be made with 45 a sharp instrument. Written permission shall be obtained from property owners and 46 provided to the Engineer before cuttings are collected. The Contractor shall collect 47 cuttings in accordance with applicable sensitive area ordinances. For cuttings, the 48 requirement to be nursery grown or held in nursery conditions does not apply. Cuttings 49 include the following forms: 50 1 A. Live branch cuttings shall have flexible top growth with terminal buds and may 2 have side branches. The rooting end shall be cut at an approximate 45 degree 3 angle. 4 5 B. Live stake cuttings shall have a straight top cut immediately above a bud. The 6 lower, rooting end shall be cut at an approximate 45degree angle. Live stakes 7 are cut from one to two year old wood. Live stake cuttings shall be cut and 8 installed with the bark intact with no branches or stems attached, and be %2 to 9 1 %2 inch in diameter. 10 11 C. Live pole cuttings shall have a minimum 2inch diameter and no more than 12 three branches which shall be pruned back to the first bud from the main stem. 13 14 D. Rhizomes shall be a prostrate or subterranean stem, usually rooting at the 15 nodes and becoming erect at the apex. Rhizomes shall have a minimum of two 16 growth points. 17 18 E. Tubers shall be a thickened and short subterranean branch having numerous 19 buds or eyes. 20 21 9- 14.6(2) Quality 22 This section is revised to read: 23 24 All plant material furnished shall meet the grades established by the latest edition of the 25 American Standard for Nursery Stock, (ASNS) ANSI Z60.1 shall conform to the size and 26 acceptable conditions as listed in the contract, and shall be free of all foreign plant 27 material. 28 29 All plant material shall comply with State and Federal laws with respect to inspection for 30 plant diseases and insect infestation. 31 32 All plant material shall be purchased from a nursery licensed to sell plants in 33 Washington State. 34 35 Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall 36 be vigorous, well formed, with well developed fibrous root systems, free from dead 37 branches, and from damage caused by an absence or an excess of heat or moisture, 38 insects, disease, mechanical or other causes detrimental to good plant development. 39 Evergreen plants shall be well foliated and of good color. Deciduous trees that have 40 solitary leaders shall have only the lateral branches thinned by pruning. All conifer trees 41 shall have only one leader (growing apex) and one terminal bud, and shall not be 42 sheared or shaped. Trees having a damaged or missing leader, multiple leaders, or Y- 43 crotches shall be rejected. 44 45 Root balls of plant materials shall be solidly held together by a fibrous root system and 46 shall be composed only of the soil in which the plant has been actually growing. Balled 47 and burlapped rootballs shall be securely wrapped with jute burlap or other packing 48 material not injurious to the plant life. Root balls shall be free of weed or foreign plant 49 growth. 50 51 Plant materials shall be nursery grown stock. Plant material, with the exception of 52 cuttings, gathered from native stands shall be held under nursery conditions for a 1 minimum of one full growing season, shall be free of all foreign plant material, and meet 2 all of the requirements of these Specifications, the Plans, and the Special Provisions. 3 4 Container grown plants must be plants transplanted into a container and grown in that 5 container sufficiently long for new fibrous roots to have developed so that the root mass 6 will retain its shape and hold together when removed from the container, without having 7 roots that circle the pot. Plant material which is root bound, as determined by the 8 Engineer, shall be rejected. Container plants shall be free of weed or foreign plant 9 growth. 10 11 Container sizes for plant material of a larger grade than provided for in the container 12 grown specifications o f the ASNS shall be determined by t t h e volui i ie o th root ba 1 1 13 specified in the ASNS for the same size plant material. 14 4C All bare root plant materials .:.1. .L.1 L _.._ heavy i 5 A bare root plant i atei iais shall have a eavy fibrous root system and must be 16 dormant at the time of planting. 17 18 Average height to spread proportions and branching shall be in accordance with the 19 applicable sections, illustrations, and accompanying notes of the ASNS. 20 21 Plants specified or identified as "Street Tree Grade" shall be trees with straight trunks, 22 full and symmetrical branching, central leader, and be developed, grown, and • 23 propagated with a full branching crown. A "Street Tree Grade" designation requires the 24 highest grade of nursery shade or ornamental tree production which shall be supplied. 25 26 Trees with improperly pruned, broken, or damaged branches, trunk, or root structure 27 shall be rejected. In all cases, whether supplied balled and burlapped or in a container, 28 the root crown (top of root structure) of the tree shall be at the top of the finish soil level. 29 Trees supplied and delivered in a nursery fabric bag will not be accepted. 30 31 Plants, which have been determined by the Engineer to have suffered damage as the 32 result of girdling of the roots, stem, or a major branch; have deformities of the stem or 33 major branches; have a lack of symmetry; have dead or defoliated tops or branches; or 34 have any defect, injury, or condition which renders the plant unsuitable for its intended 35 use, shall be rejected. 36 37 Plants that are grafted shall have roots of the same genus as the specified plant. 38 39 9 14.6(3) Handling and Shipping 40 The last sentence in the sixth paragraph is deleted. 41 42 9 14.6(6) Substitution of Plants 43 The second paragraph is revised to read: 44 45 Container or balled and burlapped plant material may be substituted for bare root plant 46 material. Container grown plant material may be substituted for balled and burlapped 47 plant materials. When substitution is allowed, use current ASNS standards to determine 48 the correct rootball volume (container or balled and burlapped) of the substituted 49 material that corresponds to that of the specified material. These substitutions shall be 50 approved by the Engineer and be at no cost to the Contracting Agency. 51 1 9- 14.6(7) Temporary Storage 2 The third paragraph is revised to read: 3 4 Cuttings shall continually be shaded and protected from wind. Cuttings must be 5 protected from drying at all times and shall be heeled into moist soil or other insulating 6 material or placed in water if not installed within 8 hours of cutting.Cuttings to be stored 7 for later installation shall be bundled, laid horizontally, and completely buried under 8 6 inches of water, moist soil or placed in cold storage at a temperature of 34 F and 90% 9 humidity. Cuttings that are not planted within 24 hours of cutting shall be soaked in 10 water for 24 hours prior to planting. Cuttings taken when the temperature is higher than 11 50 ° F shall not be stored for later use. Cuttings that already have developed roots shall 12 not be used. 13 14 The fourth paragraph is deleted. 15 16 SECTION 9 -15, IRRIGATION SYSTEM 17 August 7, 2006 18 9 -15.1 Pipe, Tubing, and Fittings 19 The second paragraph is revised to read: 20 21 Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of 22 ASTM B 88, and shall be a minimum of Type L rating. 23 24 SECTION 9 -16, FENCE AND GUARDRAIL 25 April 3, 2006 26 9- 16.1(1)A Post Material for Chain Link Fence 27 The two references in the second paragraph to "Standard Plan L 2" are revised to "ASTM 28 F1043 ". 29 30 Under Roll Form Material, the reference in the third paragraph to "Standard Plan L 2" is 31 revised to "ASTM F1043 ". 32 33 SECTION 9 -22, MONUMENT CASES 34 August 7, 2006 35 9 -22.1 Monument Cases, Covers, and Risers 36 The AASHTO requirement is revised to read "AASHTO M 306 ". 37 38 SECTION 9 -28, SIGNING MATERIALS AND FABRICATION 39 August 7, 2006 40 9- 28.14(1) Timber Sign Posts 41 The last sentence is revised to read: 42 43 Preservative and retention shall be as shown in Section 9 -16.2 for sawn posts. 44 1 SECTION 9 -29, ILLUMINATION, SIGNAL, ELECTRICAL 2 January 3, 2006 3 9 Standard Junction Box 4 This section including title is revised to read: 5 v 6 9- 29.2(1) Standard Duty and Heavy Duty Junction Box 7 Concrete junction boxes shall have a minimum compressive strength of 6000 psi when 8 reinforced with a welded wire hoop and 4000 psi when reinforced with welded wire 9 fabric or fiber reinforcement. The frame shall be anchored to the box by welding the 10 wire fabric to the frame or by welding headed studs 3/8 inch x 3 inches long, as 11 specified in section 9- 06.15, to the frame. The wire fabric shall be attached to the studs 12 and frame with standard tie practices. The box shall contain ten studs located near the 13 centerline of the frame and box wall. The studs shall be placed one anchor in each 14 corner, one at the middle of each width and two equally spaced on each length of the 15 box. For Standard Duty Junction boxes the steel frame, lid support, and lid shall be 16 painted with a black paint containing rust inhibiters or painted with a shop applied, 17 inorganic zinc primer in accordance with Section 6 -07.3 or hot dip galvanized in 18 accordance with ASTM A 111, For Heavy Duty Junction Boxes the steel frame, lid 19 support and lid shall be painted with a shop applied, inorganic zinc primer in accordance 20 with Section 6 -07.3 21 22 Non - concrete junction boxes shall be gray in color and shall have an open bottom 23 design with approximately the same inside dimensions as concrete junction boxes. 24 Non- concrete junction box lids shall include a pull slot and shall be secured with two 1 /4 25 inch stainless steel hex-head bolts factory coated . ^Jith anti-seize compound and 26 recessed into the cover. The tapped holes for the securing bolts shall extend 27 completely through the box to prevent accumulation of debris. Bolts shall conform to 28 ASTM F 593, stainless steel. 29 30 This section is supplemented with the following new sections: 31 32 9 29.2(1)A Standard Duty Junction Boxes 33 Standard Duty Junction Boxes are defined as Type 1, 2, 3, 7 and 8 concrete and non - 34 concrete junction boxes and shall have a minimum load rating of 22,500 pounds, 35 applied through a 10 inch. x 10 inch x 1 inch steel plate centered on the lid. 36 37 T 1 non-concrete junction boxes with the same approximate interior dimensions are 38 considered to be equivalent to any Type 1 concrete junction box. The Type 2 and 3 39 non - concrete junction boxes respectively are considered as equivalent to the type 2 and 40 3 concrete junction boxes with the approximate same interior dimensions. 41 42 Currently approved Type 1, 2, and 3 junction boxes shall remain approved, unless the 43 design is modified. Any modification to approved junction boxes will require review or . 44 retesting for acceptance. The non c j boxe require testing by retesting vi c.wvv u� w�.. The w � ivi rvv� iii �.w junction i vvn�.o i a. �. w�ui i by an � 45 independent testing lab, as described below. 46 47 Material for Type 1, 2, 3, 7 and 8 concrete junction boxes shall conform to the following: 4 49 Concrete Section 6 -02 50 Reinforcing Steel Section 9 -07 51 Fiber Reinforcing ASTM C 1116, Type III 1 Lid ASTM A786 diamond plate steel 2 Frame ASTM A786 diamond plate steel or 3 ASTM A36 flat steel 4 Lid Support & Handle ASTM A36 steel 5 Anchors (studs) Section 9 -06.15 6 7 9 29.2(1)B Heavy Duty Junction Boxes 8 Heavy Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and lids shall 9 have a minimum vertical Toad rating of 46, 000 pounds without permanent deformation 10 and 60,000 pounds without failure. 11 12 Material for type 4, 5, and 6 concrete junction boxes shall conform to the following: 13 14 Concrete Section 6 -02 15 Reinforcing Steel Section 9 -07 16 Lid ASTM A786 diamond plate steel, rolled 17 from plate complying with ASTM A572, 18 grade 50 or ASTM A588 with min. CVN 19 toughness of 20 ft-lb at 40 degrees F 20 Frame and stiffener plates ASTM A572 grade 50 or ASTM A588, both with 21 min. CVN toughness of 20 ft-lb at 40 degrees F 22 Handle ASTM A36 steel 23 Anchors (studs) Section 9 -06.15 24 Bolts, Nuts, Washers ASTM F 593 orA 193, type 304 or 316 25 26 The lid stiffener plates shall bear on the frame. Mill so that there is full even contact, 27 around the perimeter, between the bearing seat and lid stiffener plates, after fabrication 28 of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt 29 and other foreign debris that would prevent solid seating. Bolts and nuts shall be 30 liberally coated with anti -seize compound. Bolts shall be installed snug tight. The 31 bearing seat and lid perimeter bar shall be machined to allow a minimum of 75% of the 32 bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a 33 feeler gage. The bearing area percentage will be measured for each side of the lid as it 34 bears on the frame. 35 36 9 29.2(1)C Testing Requirements 37 For fabrication approval by the Contracting Agency, junction boxes shall be tested, and 38 a test report from an independent materials testing facility shall be provided showing 39 compliance with the load test. 40 41 The test report shall certify that the box and cover meet or exceed the loading 42 requirements and shall document the results of the load test. Three copies of the test 43 report shall be furnished to the Contracting Agency. The report shall include the 44 following information: 45 46 1. Product identification. 47 2. Date of testing. 48 3. Description of testing apparatus and procedure. 49 4. All load, deflection and failure data. 50 5. Weight of box and cover tested. 51 6. A brief description of type and location of failure. 52 7. Upon completion of the required test(s) the box shall be loaded to failure. 1 8. A brief description of type and location of failure. 2 3 Prior to installation of junction boxes, the contractor shall provide a certified test report, 4 prepared by an independent testing lab which documents results of testing done by the 5 independent testing lab for the manufacturer. The test report shall certify that the boxes 6 meet or exceed the loading requirements and shall document the results of the load test 7 listed below. The independent testing lab shall meet the requirements of AASHTO R 8 18. Representatives of the State Materials Lab shall witness the test and sign the test 9 report. The Contractor shall give the Engineer 30 days notice prior to testing. 10 11 Testing for Standard Duty Junction Boxes 12 S tandard Duty Junction Boxes shall be load tested to 22,500 pounds. At each 13 interval the test box shall be inspected for lid deformation, failure of the lid/ frame 14 welds, vertical and horizontal displacement of the lid/ frame, cracks, and concrete 15 spalling. The test load _I _11 5 sp: awig. he test load shall be applied uniformly through a 10 inch x 10 inch x 1 16 inch steel plate centered on the lid. 17 18 Concrete junction boxes will be considered to have withstood the test if none of the 19 following conditions are exhibited: 20 21 1. Permanent deformation of the lid or any impairment to the function of the 22 lid. • 23 2. Vertical or horizontal displacement of the lid frame. 24 3. Cracks wider than 0.012 inches that extend 12 inches or more. 25 4. Fracture or cracks passing through the entire thickness of the concrete. 26 5. Spalling of the concrete. 27 28 Non concrete junction boxes will be considered to have withstood the test if none of 29 the following conditions are exhibited: 30 31 1. Permanent deformation of the lid or lid frame or any impairment to the 32 function of the lid. 33 2. Vertical or horizontal displacement of the lid frame. 34 3. Fracturing of the sidewall or lid. 35 4. Displacement of lid or junction box side. 36 37 Testing for Heavy Duty Junction Boxes 38 Heavy duty junction boxes shall be load tested to 46,000 pounds and then to 39 60,000 pounds. The test load shall be applied in both longitudinal and transverse 40 orientations. At each interval the test box shall be inspected for lid deformation, 41 failure of the lid/ frame welds, vertical and horizontal displacement of the lid frame, 42 cracks, and concrete spalling. The test load shall be applied uniformly through a 43 10 -inch x 20 -inch x 1 -inch steel plate centered on the lid. 44 45 Heavy duty junction boxes will be considered to have withstood the 46,000 pounds 46 test if none of the following conditions are exhibited: 47 48 1. Permanent deformation of the lid or any impairment to the function of the 49 lid. 50 2. Vertical or horizontal displacement of the lid frame. 51 3. Cracks wider than 0.012- inches that extend 12- inches or more. 52 4. Fracture or cracks passing through the entire thickness of the concrete. ( 1 5. Spalling of the concrete. 2 3 Heavy duty junction boxes will be considered to have withstood the 60,000 pounds 4 test if none of the following conditions are exhibited: 5 6 1. The lid is operational. 7 2. The lid is securely fastened. 8 3. The welds have not failed. 9 4. Permanent dishing or deformation of the lid is 1/4 inch or less. 10 5. No buckling or collapse of the box. 11 12 9- 29.6(2) Slip Base Hardware 13 The last sentence in the first paragraph is revised to read: 14 15 Plate washers shall conform to ASTM A 36, and also shall conform to the flatness 16 tolerances specified in AASHTO M 293 for circular washers. 17 18 SECTION 9 -30, WATER DISTRIBUTION MATERIALS 19 August 7, 2006 20 9- 30.6(3)A Copper Tubing 21 This section is revised to read: 22 23 Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of 24 ASTM B 88, Type K rating. 25 26 SECTION 9 -33, CONSTRUCTION GEOTEXTILE 27 August 7, 2006 28 Section 9 -33 including title is revised in its entirety to read: 29 30 SECTION 9 -33, CONSTRUCTION GEOSYNTHETIC 31 32 9 -33.1 Geosynthetic Material Requirements 33 The term geosynthetic shall be considered to be inclusive of geotextiles, geogrids, and 34 prefabricated drainage mats. 35 36 Geotextiles, including geotextiles attached to prefabricated drainage core to form a 37 prefabricated drainage mat, shall consist only of long chain polymeric fibers or yarns 38 formed into a stable network such that the fibers or yarns retain their position relative to 39 each other during handling, placement, and design service life. At least 95 percent by 40 weight of the material shall be polyolefins or polyesters. The material shall be free from 41 defects or tears. The geotextile shall also be free of any treatment or coating which 42 might adversely alter its hydraulic or physical properties after installation. 43 44 Geogrids shall consist of a regular network of integrally connected polymer tensile 45 elements with an aperture geometry sufficient to permit mechanical interlock with the 46 surrounding backfill. The long chain polymers in the geogrid tensile elements, not 47 including coatings, shall consist of at least 95 percent by mass of the material of 48 polyolefins or polyesters. The material shall be free of defects, cuts, and tears. 49 1 Prefabricated drainage core shall consist of a three dimensional polymeric material with 2 a structure that permits flow along the core laterally, and which provides support to the 3 geotextiles attached to it. 4 5 The geosynthetic shall conform to the properties as indicated in Tables 1 through 8 in 6 Section 9 -33.2, and additional tables as required in the Standard Plans and Special 7 Provisions for each use specified in the Plans. Specifically, the geosynthetic uses 8 included in this section and their associated tables of properties are as follows: 9 Ge ftIn (vnr Qunthetu D niiratinn Applicable ,,...' `." ' ° °" " Property Tables Underground Drainage, Low and Moderate Survivability, Tables 1 and 2 Classes A. B. and C Separation Table 3 Soil Stabilization Table 3 Permanent Erosion Control, Moderate and High Survivability, Tables 4 and 5 Classes A. B. and C Ditch Lining Table 4 Temporary Silt Fence Table 6 Permanent Geosynthetic Retaining Wall Table 7 and Std. Plans Temporary Geosynthetic Retaining Wall Tables 7 and 10 • Prefabricated Drainage Mat Table 8 Table 10 will be included in the Special Provisions. in 11 Geogrid and geotextile reinforcement in geosynthetic retaining walls shall conform to the 12 properties specified in the Standard Plans for permanent walls, and Table 10 for 13 temporary walls. 14 15 For geosynthetic retaining walls that use geogrid reinforcement, the geotextile material 16 placed at the wall face to retain the backfill material as shown in the Plans shall conform 17 to the properties for Construction Geotextile for Underground Drainage, Moderate 18 Survivability, Class A. 19 20 Thread used for sewing geotextiles shall consist of high strength polypropylene, 21 polyester, or polyamide. Nylon threads will not be allowed. The thread used to sew 22 permanent erosion control gentextile and to sew gentextile seams in exposed fares of 23 temporary or permanent geosynthetic retaining walls, shall also be resistant to 24 ultraviolet radiation. The thread shall be of contrasting color to that of the geotextile 25 itself. 26 27 9 - 33.2 Geosynthetic Properties 28 9- 33.2(1) Geotextile Properties 2A Tai'l' 1: (-'.ant for u nd e r g ro u nd drain s tr e n g th prop for survivability. 30 ASTM Geotextile Property Requirements' Test Low Moderate Method Survivability Survivability Geotextile Property Woven Nonwoven Woven Nonwoven Grab Tensile Strength, in machine and D 4632 180 Ib 115 Ib min. 250 Ib 160 Ib min. x- machine min. min. direction Grab Failure Strain, in machine and D 4632 < 50% > 50% < 50% > 50% x- machine direction Seam s 160 lb 220 lb Breaking D 4632 min 100 Ib min. min. 140 Ib min. Strength Puncture D 6241 370 Ib 220 Ib min. 495 Ib 310 Ib min. Resistance min. min. Tear Strength, in machine and D 4533 67 Ib min. 40 Ib min. 80 Ib 50 Ib min. x- machine min. direction Ultraviolet (UV) D 4355 50% strength retained min., Radiation after 500 hours in a xenon arc device Stability 1 2 Table 2: Geotextile for underground drainage filtration properties. 3 ASTM Geotextile Property Requirements' Test Geotextile Property Method Class A Class B Class C AOS D 4751 U.S. No. 40 U.S. No. 60 U.S. No. 80 max. max. max. Water Permittivity D 4491 0.5 sec' min. 0.4 sec' min. 0.3 sec' min. 4 5 Table 3: Geotextile for separation or soil stabilization. 6 ASTM Geotextile Property Requirements' Geotextile Test Separation Soil Stabilization Property Method Woven Nonwoven Woven Nonwoven AOS D 4751 U.S. No. 30 max. U.S. No. 40 max. Perm ttivity c sec -1 4491 0.02 se' min. 0.10 se' min. Grab Tensile Strength, in machine and D 4632 250 Ib min. 160 Ib min. 315 Ib min. 200 Ib min. x- machine direction Grab Failure Strain, in machine and D 4632 < 50% > 50% < 50% > 50% x- machine direction ( Seam Breaking D 4632 220 Ib min. 140 lb min. 270 Ib min. 180 Ib min. Strength Puncture D 6241 495 Ib min. 310 Ib min. 620 Ib min. 430 Ib min. Resistance Tear Strength, ( in machine and D 4533 80 Ib min. 50 Ib min. 112 Ib min. 79 Ib min. x- machine direction Ultraviolet (UV) Radiation D 4355 50% strength retained min., Stability after 500 hours in xenon arc device 1 2 Table 4: Geotextile for permanent erosion control and ditch lining. 3 Geotextile Property Requirements' ASTM Permanent Erosion Control Ditch Lining Geotextile Test Moderate High Property Method2 Survivability Survivability Non- Non- Non - Woven woven Woven , woven Woven , woven AOS D 4751 See Table 5 See Table 5 U.S. No. 30 max. Water D 4491 See Table 5 See Table 5 0.02 sec min. Permittivity Grab T ensile Strength, 250 lb 160 lb 315 lb I 200 lb 1 250 1 I 1 60 lb • in machine D 4632 I ! min. Min, min. min. min. and x- machine direction Grab Failure Strain, in machine D 4632 15% - > 50% 15% - > 50% < 50% > 50% and 50% — 50% — — x-machine direction Seam 3 220 Ib 140 Ib 270 Ib 180 Ib 220 Ib 140 Ib Breaking D 4632 Q +rannth min. min. min. min. min. min. t, gt. • Puncture D 6241 495 Ib 310 Ib 620 Ib 430 Ib 495 Ib 310 Ib Resistance min. min. min. min. min. min. Tear Strength, in machine 80 Ib 50 Ib 112 Ib 79 Ib 80 Ib 50 Ib and D 4533 min. min. min. min. min. min. x- machine direction Ultraviolet (UV) D 4355 70% strength retained min., Radiation after 500 hours in xenon arc device Stability 1 4 • 5 Table 5: Filtration properties for geotextile for permanent erosion control. C 1 Geotextile Tests Geotextile Property Requirements' Property Method Class A Class B Class C AOS U.S. No. 40 U.S. No. 60 U.S. No. 70 D 4751 max. max. max. Pe mattivity c c sec -1 4491 0.7 se' min. 0.4 se' min. 0.2 se' min. 2 3 Table 6: Geotextile for temporary silt fence. 4 ASTM Geotextile Property Requirements' Geotextile Property Test Unsupported Supported Between Method Between Posts Posts with Wire or Polymeric Mesh AOS D 4751 U.S. No. 30 max. for slit wovens, U.S. No. 50 for all other geotextile types, U.S. No. 100 min. Water Permittivity D 4491 0.02 sec' min. Grab Tensile 180 Ib min. in Strength, machine direction, in machine and D 4632 100 Ib min. 100 Ib min. x- machine direction in x- machine direction Grab Failure Strain, 30% max. at 180 Ib in machine and D 4632 or more x- machine direction Ultraviolet (UV) D 4355 70% strength retained min., Radiation Stability after 500 hours in xenon arc device 5 6 9- 33.2(2) Geosynthetic Properties For Retaining Walls and Reinforced Slopes 7 Table 7: Minimum properties required for geotextile reinforcement used in 8 geosynthetic reinforced slopes and retaining walls. 9 ASTM Geotextile Property Requirements' Geotextile Property Test Method2 Woven Nonwoven AOS D 4751 U.S. No. 20 max. Water Permittivity D 4491 0.02 sec' min. Grab Tensile Strength, D 4632 200 Ib min. 120 Ib min. in machine and x- machine direction Grab Failure Strain, in machine and D 4632 < 50% > 50% x- machine direction Seam Breaking D 4632 160 Ib min. 100 Ib min. Strength Puncture Resistance D 6241 370 Ib min. 220 Ib min. Tear Strength, D 4533 63 Ib min. 50 Ib min. in machine and x- machine direction 70% (for polypropylene and polyethylene) Ultraviolet (UV) and D 4355 Radiation Stability 50% (for polyester) Strength Retained min., after 500 hours in a xenon arc device 1 2 9- 33.2(3) Prefabricated Drainage Mat 3 Prefabricated drainage mat shall have a single or double dimpled polymeric core 4 with a geotextile attached and shall meet the following requirements: 5 6 Table 8: Minimum properties required for prefabricated drainage mats. 7 ASTM Geotextlle Property Test Geotextile Property Requirements' Method AOS D 4751 U.S. No. 60 max. Water Permittivity D 4491 0.4 sec' min. Grab Tensile Strength, in machine and D 4632 Nonwoven — 100 lb min. x- machine direction Width D 5199 12 In. min. Thickness 0.4 In. min. Compressive Strength at D 1621 100 psi min. i Yield in Plan Flow Rate Gradient = 0.1, Pressure = 5.5 psi D 4716 5.0 gal. /min. /ft. Gradient = 1.0, Pressure = 14.5 psi 15.0 gal /min. /ft. 8 9 'All geotextile properties in Tables 1 through 8 are minimum average roll 10 values (i.e., the test results for any sampled roll in a lot shall meet or exceed 11 the values shown in the table). 12 13 2 The test procedures used are essentially in conformance with the most 14 recently approved ASTM geotextile test procedures, except for geotextile 15 sampling and specimen conditioning, which are in accordance with WSDOT 16 Test Methods T 914, Practice for Sampling of Geotextiles for Testing, and T 17 915, Practice for Conditioning of Geotextiles for Testing, respectively. Copies 18 of these test methods are available at the State Materials Laboratory P.O. Box 19 47365, Olympia, WA 98504 -7365. 20 21 3 With seam located in the center of 8 -inch long specimen oriented parallel to 22 grip fares 23 24 4 Applies only to seams perpendicular to the wall face. 25 26 9 -33.3 Aggregate Cushion of Permanent Frn Cnntrnl Gentextila 27 Aggregate cushion for permanent erosion control geotextile, Class A shall meet the . 28 requirements of Section 9- 03.9(2). Aggregate cushion for permanent erosion control 29 geotextile, Class B or C shall meet the requirements of Section 9- 03.9(3) and 9- 03.9(2). 1 2 9 -33.4 Geosynthetic Material Approval and Acceptance 3 9- 33.4(1) Geosynthetic Material Approval 4 If the geosynthetic source material has not been previously evaluated, or is not 5 listed in the current WSDOT Qualified Products List (QPL), a sample of each 6 proposed geosynthetic shall be submitted to the State Materials Laboratory in 7 Tumwater for evaluation. Geosynthetic material approval will be based on 8 conformance to the applicable properties from the Tables in Section 9 -33.2 or in the 9 Standard Plans or Special Provisions. After the sample and required information for 10 each geosynthetic type have arrived at the State Materials Laboratory in Tumwater, 11 a maximum of 14 calendar days will be required for this testing. Source approval 12 shall not be the basis of acceptance of specific lots of material delivered to the 13 Contractor unless the roll numbers of the lot sampled can be clearly identified as 14 the rolls tested and approved in the geosynthetic approval process. 15 16 For geogrid and geotextile products proposed for use in permanent geosynthetic 17 retaining walls or reinforced slopes that are not listed in the current QPL, the 18 Contractor shall submit test information and the calculations used in the 19 determination of T performed in accordance with WSDOT Standard Practice T 20 925, Standard Practice for Determination of Long -Term Strength for Geosynthetic 21 Reinforcement, to the State Materials Laboratory in Tumwater for evaluation. The 22 Contracting Agency will require up to 30 calendar days after receipt of the 23 information to complete the evaluation. 24 25 The Contractor shall submit to the Engineer the following information regarding 26 each geosynthetic material proposed for use: 27 28 Manufacturer's name and current address, 29 Full product name, 30 Geosynthetic structure, including fiber /yarn type, 31 Geosynthetic polymer type(s) (for temporary and permanent geosynthetic 32 retaining walls), 33 Proposed geosynthetic use(s), and 34 Certified test results for minimum average roll values. 35 36 9- 33.4(2) Vacant 37 38 9- 33.4(3) Acceptance Samples 39 When the quantities of geosynthetic materials proposed for use in the following 40 geosynthetic applications are greater than the following amounts, acceptance shall 41 be by satisfactory test report: 42 Application Geosynthetic Quantity Underground Drainage 600 sq. yd. Temporary or Permanent Geosynthetic All quantities Retaining Walls 43 44 The samples for acceptance testing shall include the information about each 45 geosynthetic roll to be used as stated in 9- 33.4(4). 46 47 Samples will be randomly taken by the Engineer at the job site to confirm that the 48 geosynthetic meets the property values specified. 1 2 Approval will be based on testing of samples from each lot. A "lot" shall be defined 3 for the purposes of this specification as all geosynthetic rolls within the 4 consignment (i.e., all rolls sent the project site) that were produced by the same 5 manufacturer during a continuous period of production at the same manufacturing 6 plant and have the same product name. After the samples have arrived at the 7 State Materials Laboratory in Tumwater, a maximum of 14 calendar days will be 8 required for this testing. 9 10 If the results of the testing show that a geosynthetic lot, as defined, does not meet 11 the properties required for the specified use as indicated in Tables 1 through 8 in 1 Section 9 -33.2, and additional tables as specified in the Special Provisions, the roil 13 or rolls which were sampled will be rejected. Geogrids and geotextiles for 14 temporary geosynthetic retaining walls shall meet the requirements of Table 7, and 15 Table 10 in the Special Provisions. Geogrids and geotextiles for permanent 16 geosynthetic retaining wall shall meet the requirements of Table 7, and Table 9 in 17 the Special Provisions, and both geotextile and geogrid acceptance testing shall 18 meet the required ultimate tensile strength T as provided in the current QPL for 19 the selected product(s). If the selected product(s) are not listed in the current QPL. 20 the result of the testing for T,, shall be greater than or equal to T as determined 21 from the product data submitted and approved by the State Materials Laboratory 22 during source material approval. 23 24 Two additional rolls for each roll tested which failed from the lot previously tested 25 will then be selected at randnm by the Engineer fnr samplin a re t es tin g If th 26 retesting shows that any of the additional rolls tested do not meet the required 27 properties, the entire lot will be rejected. If the test results from all the rolls retested 28 meet the required properties, the entire lot minus the roll(s) that failed will be 29 accepted. All geosynthetic that has defects, deterioration, or damage, as 30 determined by the Engineer, will also be rejected. All rejected geosynthetic shall be 31 replaced at no additional expense to the Contracting Agency. 32 33 9- 33.4(4) Acceptance by Certificate of Compliance 34 When the quantities of geosynthetic proposed for use in each geosynthetic 35 application are less than or equal to the following amounts, acceptance shall be by 36 Manufacturer's Certificate of Compliance: 37 Application 1 Geosynthetic Quantity 1 Underground Drainage 600 sq. yd. Soil Stabilization and Separation All quantities Permanent Erosion Control All quantities Temporary Silt Fence All quantities Prefabricated Drainage Mat All quantities 39 The Manufacturer's Certificate of Compliance shall include the following information 40 about each geosynthetic roll to be used: 41 42 M anu f ac t urer ' s name and current address, 43 Full product name, 44 Geosynthetic structure, including fiber /yarn type, 1 Geosynthetic Polymer type (for all temporary and permanent geosynthetic 2 retaining walls only), 3 Geosynthetic roll number(s), 4 Geosynthetic lot number(s), 5 Proposed geosynthetic use(s), and 6 Certified test results. 7 8 9- 33.4(5) Approval of Seams 9 If the geotextile seams are to be sewn in the field, the Contractor shall provide a 10 section of sewn seam that can be sampled by the Engineer before the geotextile is 11 installed. 12 13 The seam sewn for sampling shall be sewn using the same equipment and 14 procedures as will be used to sew the production seams. If production seams will 15 be sewn in both the machine and cross - machine directions, the Contractor must 16 provide sewn seams for sampling which are oriented in both the machine and 17 cross - machine directions. The seams sewn for sampling must be at least 2 yards 18 in length in each geotextile direction. If the seams are sewn in the factory, the 19 Engineer will obtain samples of the factory seam at random from any of the rolls to 20 be used. The seam assembly description shall be submitted by the Contractor to 21 the Engineer and will be included with the seam sample obtained for testing. This 22 description shall include the seam type, stitch type, sewing thread type(s), and 23 stitch density. 24 25 SECTION 9 -34, PAVEMENT MARKING MATERIAL 26 April 3, 2006 27 9 -34.2 Paint 28 This section is revised to read: 29 30 White and yellow paint shall comply with the specifications for high volatile organic 31 compound (VOC) solvent based paint, low VOC solvent based paint or low VOC 32 waterborne paint. Blue paint for "Access Parking Space Symbol with Background" shall 33 be chosen from a WSDOT QPL listed Manufacturer. The blue color shall match Fed 34 Standard 595, color 15090 and the tolerance of variation shall match that shown in the 35 FHWA "Highway Blue Color Tolerance Chart." 36 37 9 - 34.3 Plastic 38 This section is revised to read: 39 40 White and yellow plastic pavement marking materials shall comply with the 41 specifications for: 42 43 Type A— Liquid hot applied thermoplastic 44 Type B — Pre - formed fused thermoplastic 45 Type C — Cold applied pre- formed tape 46 Type D — Liquid cold applied methyl methacrylate 47 48 Blue plastic pavement marking material for "Access Parking Space Symbol with 49 Background" shall be chosen from a WSDOT QPL listed Manufacturer. The blue color 50 shall match Fed Standard 595, color 15090 and the tolerance of variation shall match 51 that shown in the FHWA "Highway Blue Color Tolerance Chart." 1 2 9 -34.4 Glass Beads 3 In the first sentence the reference to AASHTO M 247 -81, Type 1 is revised to AASHTO M 4 247, Type 1. 5 6 SECTION 9 -35, TEMPORARY TRAFFIC CONTROL MATERIALS 7 April 3, 2006 8 9 -35.2 Construction Signs 9 The first paragraph is supplemented with the following: 10 11 Post mounted Class A construction signs shall conform to the requirements of this 12 section and additionally shall conform to the requirements stated in section 9 -28. 13 14 The second paragraph is revised to read: 15 16 Aluminum sheeting shall be used to fabricate all construction signs. The signs shall 17 have a minimum thickness of 0.080 - inches and a maximum thickness of 0.125- inches. 18 19 The first sentence in the fourth paragraph is revised to read: 20 21 The use of plywood, composite, fiberglass reinforced plastic, new fabric rollup signs, 22 and any other previously approved sign materials except aluminum is prohibited. Any 23 sign which otherwise meets the requirements of this section and was purchased prior to 24 r lu dy 1, 2004 may he v eetilized u ntil Dec 31 2007. If a fabric s i use it s h a ll 25 have been fabricated with Type Vi reflective sheeting_ 26 N IN E ,r;' � %''= ?%; f-, �;�. 3 pi's• -: t; of ;,,; = i - -* ,r. %may .;;;%,,, :%.' %J i', ' '.l:%.';':i • .'�,:"%:;•''.,: -�;•r,-'r'': s r,,`, %!�ty' ,,,`,' � � .,. %,/;'.: � �r��r�� %'ice •.'::; , r , r; % ; %,, „ :, =--.': GENERAL3O8IRRIGATIONSYSTEM r : f WASHINGTON = "' YAKIMA r PHASE 2 /STAGE 3 IMPROVEMENTS ,r „r / , W ` � ;*';';.:;;' ter : SHEET INDEX i r SHEET 1 COVER SHEET SHEET 2 OVERALL PLAN & GENERAL NOTES SHEET 3 - 8 AERIAL PHOTOGRAPHS SHEET 9 - 19 PLAN SHEETS SHEET 20 - 21 DETAILS STATE MAP LEGEND CITY PROJECT NO. 1R2059 EXISTING FEATURES NEW FEATURES H LA PROJECT NO. 04056C ( SI7_F, TVpE) _ _ SEPTEMBER 2006 IRRIGATION IRA IRA STEEL POLE/BOLLARD ® IRRIGATION LINE m l m l l m l l m l i m i l m i l oo GAS UNE PULL BOX ° IRRIGATION VALVE SANITARY SEWER s ss STREET LIGHT 0— PAVEMENT REPAIR - - - - DOMESTIC WATER v v WATER METER ®- -. - - STORM DRAIN o so GAS METER ® CONCRETE REPAIR I:i {i•iir: rt.ii iii$ ?i ?i:.Cc.i ^.ii•. CULVERT am 80v ANCHOR — UBERG FO FO SIGNAL Hu Lowman Assoc Inc. UNDERGROUND HOSE BIB Ho INFORMATION D POWER °p HOSE BIB = .•' FENCE x x CLEANOUT ® o-� IRRIGATION VALVE 6' MAILBOX +, �` unuTrPOLE CITY OF YAKIMA •`..: ” "r a "' CIVIL ENGINEERING • LAND SURVEYING • PLANNING MANHOLE 0 DEGDUOUS TREE M IKE SHANE 576 -6480 ; CATCH BASIN ® ® EVERGREEN TREE TERRY WAKEFIELD 575 -6194 �'`,: ^ �• 801 North 39th Avenue ' ,�, Yakima, WA 98902 FIRE HYDRANT tf SHRUB /HEDGE WATER VALVE m PROJECT ENGINEER MICHAEL T. BATTLE, PE 966 -7000 (509) 966 -7000 ❖ FAX (509) 965 -3800 JOB NUMBER: DATE: SHEET ti�po wT 41 , 04056S3 09 -20 -06 CITY OF YAK IMA Huibregtse, Lowman Associates, Inc. - , -V, FILE NAMES: 1 .� GENERAL 308 IRRIGATION SYSTEM • CIVIL ENGINEERING •LAND SURVEYING •PLANNING ,# — 801 North 39th Avenue Yakima, WA 98902 is DRAWING: Sheets.dwg PHASE 2 /STAGE 3 IMPROVEMENTS of (509) 966 -70004. FAX (509) 965 -3800 7 ONALE� G /Q DESIGNED BY: MTB COVER SHEET 'EXPIRES pans 6, 2 00 I 21 9 �� ' V ` REVISION DATE ENTERED BY: KDY GENERAL NOTES r t EC; or�- 1. THE CONSTRUCTION DRAWINGS PROVIDE ONLY SCHEMATIC AND APPROXIMATE INFORMATION REGARDING THE EXTENT AND LOCATION OF NEW AND EXISTING N ` GENERAL 308 SYSTEM CARREL DR IRRIGATION SYSTEM COMPONENTS. LIMITED TOPOGRAPHIC SURVEY HAS BEEN CONDUCTED. EXISTING PUBLIC AND PRIVATE IMPROVEMENTS; STORM DRAINS AND W E `r CULVERTS; ASPHALT, CONCRETE, AND GRAVEL SURFACES; ROCKERIES, RETAINING RESERVOIR HAVEN RD WALLS, FENCES, AND GATES; SHEDS, SHELTERS, DECKS, PATIOS, WOODPILES, GARBAGE CANS, AND OTHER MISCELLANEOUS ITEMS; VEGETATION AND TREES; S AND PARKED VEHICLES, RV'S, AND BOATS, ETC. ARE NOT INDICATED ON THE \ CITY LI MITS DRAWINGS BUT ARE PRESENT THROUGHOUT THE PROJECT AREA, IN AND ADJACENT TO THE RIGHT OF WAY. AERIAL PHOTOS ARE PROVIDED IN THE PLANS ' 0 sD 1o0 200 `��� FOR GENERAL INFORMATION, ALTHOUGH ACTUAL FIELD CONDITIONS HAVE =� CHANGED SINCE THE DATE OF THE PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION �`� N I - GORDON RD ,,' OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS S , R ♦ _ ... ++�__ r � �� CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD � ♦ - SPECIFICATIONS. ALL DISTURBANCE, REMOVAL, REPLACEMENT, AND RESTORATION ? N. C:,,, �' 1 ' �o OF EXISTING FEATURES SHALL BE COMPLETED BY THE CONTRACTOR. ''••. ♦ ` I To �,, 2. THE CONTACTOR IS ADVISED THAT SURFACE REPAIR IS NOT SPECIFICALLY ` ♦ R ■ IDENTIFIED ON THE PLANS FOR EACH REPAIR LOCATION. ALL REPAIR LOCATIONS ♦ � Q� • 4 6' HAVE BEEN REVIEWED FOR SPECIFIC REPAIRS AND OVERALL QUANTITIES F� 2 CALCULATED. REPAIR QUANTITIES IN THE BID SUMMARY ARE APPROXIMATE, AND C F R O MI °D ALL FINAL REPAIR TYPES SHALL BE DIRECTED BY THE ENGINEER. • • NE 3. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT 1: R O T t'q < � OF THE CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE F y 4 LL EN - T CONTRACTOR. REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND 6 '4 m w z SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED z ,, w ,, i , RIVER RD < I w 41 ) PARTY. O= _ = e w 4. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION REQUEST �� z � ■ ¢ ~ F > a CENTER NOT LESS THAN 72 HOURS NOR MORE THAN 10 BUSINESS DAYS BEFORE 2 > = z M ADISON AVE x Z EJ ST ANY EXCAVATION, TO REQUEST FIELD LOCATIONS OF UTILITIES. THE TELEPHONE ' 1 ,� z , WJST z ��' NUMBER FOR THE ONE CALL CENTER FOR THIS PROJECT IS 1- 800 424 -5555. ' PRIOR TO C ONST RUCTION , THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS scE ° FLErc a w w E I ST z UTD ELEVATIONS, ESPECIHLL L B E THE RE SPONSI BI POIOFS HED N RACTOTIAL w F � , �■' ' `� NOI CO ENGI IT SMALL BE THE RESPONSIBILITY OF THE CONF TO NOTIFY THE ENGINEER IMMEDIATELY WHERE EXISTING UTILITIES ARE FOUND TO ' CASTLE ALE RD z z FRUI TVALE : L VD F CONFLICT WIT P ROJECT IMPROVEMENTS. NO ADDITIONAL COMPENSATION WILL BE idc, � � 1 941A0 N V It, ALLO FOR PO THOLING OR VERIFICATION OF EXISTING UTILITY LOCATIONS w Q KERN RD i GARR F�J ► �� ®� z w WILLOW ST 5. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE \ z a � STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS 11;7, c .. x . � = , z a PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION �� y F ■ _ ,� �® �� ' �•�_ w w 0 z JEROMEAVE Q w. JEROME AVE �� �� N A (WSDOT) AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND THE �� 'a Ry ■� �. � - il SPECIAL PROVISIONS OF THE CITY OF YAKIMA. v NM ' r GS ��.� 11t � R F w NN AV E z i.IMIIII FAIRBANKS G �. � � ®N� 1 0 . 6. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE NO BURNING z E Nc- WOO AVE 1' O NNW WILL BE ALLOWED. THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND II w >a 'It EVELT AV. ■� �.-. . . . � � H EAST OPERATE HIS OWN WASTE DISPOSAL SITE AT HIS OWN EXPENSE FOR THE DDR , a I A . ® , S „, K`Mp DISPOSAL OF ALL UNSUITABLE MATERIAL, ASPHALT, CONCRETE, DEBRIS, WASTE i� DOUGLAS DR ■�� ��-. EVnvE.0 a t MATERIAL AND ANY OTHER OBJECTIONABLE MATERIAL WHICH IS DIRECTED TO ' . . . WASTE. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON � v r:0 R ICHEYRD a RIG z GARFIE D AVE . © - • .• ©N � REGULATIONS REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC VW alrE�. F MEW 111 .. . • �W H 173-304, SUBCHAPTER 461. 11 ¢ Z UP LANDS WAY IN RSON z M© © �� �, _ E SPRUC. coo _� T w a > w w w � ' > > > > a > a > > a > a a > > a w w Z Z Z Z Z Z a a a Q a a a D o r- x x = x x x o o M _ z'. ; ; x k 'Z' Z 2 ; r ' '� • Z N m DEPARTMENTT , THHE ENGNGI INEER, THE CONTRACTOR, AND NTEREERESTED UTILITY w U Z Z � Z Z Z Z _ , Z �+ ��r�Tw�� N o N , COMPANIES SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO BEGINNING a �� � M = m PRIOR TO THE START OF WORK. ■■ � - CONSTRUCTION. CITY INJYtI.IUK HALL BE GIVEN 48-HOURS MINIMUM NOTICE ELE• OR p ••ELE•NOR P TL w N � d' . IT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, o a yE N *t� m Y� s z E rc , a t ' SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO w PARKLN v a o ok_t. °+ �� 1 PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN = x � • � � y 9. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT. ALL a on PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, SECTIONS OF THE WSDOT/ APWA STANDARD SPECIFICATIONS SECTION 1 -10 TEMPORARY __ AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE WCHESTNUTAVE � ‘1111111010 * i. JOB, ON -SITE AT ALL TIMES. NORMAL TRAFFIC OPERATION. ee TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE RIGHT OF WAY WILL INT ,l■, 3 0 �� 1 i �� �� `,r` .. 10. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR 1.1 ■ 11' � �' „ MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. „ � --••� , `��`,� . � � � WSDOT /APWA SECTION 2- 09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION '„111111110 ���O CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND THE �0��► ENGINEER ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH THE CITY OF YAKIMA INSPECTOR A !! 1 y 1111111111111i64 q ;� , wI����� ACT, CHAPTER 49.17 RCW. DRAWINGS TO THE ENGINEER AT THE COMPLETION OF THE WORK. e 11. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY 16. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, ELENSST I������I ir NE W D _0 _ THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, LOM ARO rI �� !!ON�r ROJ 1 Nlli gligi COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE k H ii CAT I' LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 7:00 P.M. EVERY DAY UNLESS OTHERWISE _ 12. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN APPROVED BY THE CITY. - .NNIE DOO AV= _ ®, I C. TRAL AVE ACCORDANCE WITH MUTCD TO THE CITY OF YAKIMA FOR APPROVAL PRIOR TO 17. ALL RIGHT OF WAY, PARCEL CONFIGURATIONS, AND OWNER INFORMATION WAS lill ••"iu”' ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT OF WAY. THE DEVELOPED FROM THE LATEST CITY OF YAKIMA'S G.I.S. NO FIELD SURVEYS HAVE BEEN CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONDUCTED. THE CONTRACTOR SHALL VERIFY WITH OR REQUEST ADDITIONAL INFORMATION W NOB HILL :2M1111111 RANCH MESIE CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. FROM THE ENGINEER WHERE RIGHT OF WAY OR PROPERTY LINES ARE IN QUESTION. •>* ~ i_ PEL T. gA � J O B NUMBER: DATE: SHEET � o a� � „ 04056S3 09 -20 -06 CITY OF YAK I M A Huibregtse, Lowman Associates, Inc. w .61 'y _ FILE NAMES: 2 ® CIVIL ENGINEERING •LAND SURVEYING •PLANNING ro & DRAWING: Sheets.dwg GENERAL 308 IRRIGATION SYSTEM 801 North 39th Avenue 4-Yakima, WA 9e902 p We — — — PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966 - 7000 +FAX (509) 965 -3800 `YONAL0- q/o4 DESIGNED BY: MTB OVERALL PLAN & GENERAL NOTES 21 1 EXPIRES pM. 6. 2006 I REVISION DATE ENTERED BY: KDY 1 ..ilk , -** . - r ail° ' 41/11 *. ( = 4" N Burlington w F 1 ifit '"' Northern M : «.. , 3 CD � � _.__ . Santa Fe o M Y . 0 w I 80 Railroad � '° Cl. Q " CO w ME MO■ -. ROCHE FRUIT ■i .v _�- ;. = _ HDPE I :14ATION MAIN ` ' :op,,,,, 1 TO BE BUILDING — EX. 16" ' t � ABANDONED rlg" H DAf R �'�t • STEEL 1 O ASPHALT a "F" Street - At Q) (t8 ,. I LL a 4 El cn -, . CC 1 ZP IW - IIIIN BUILDING —+—ASPHALT ^— 1 Z Z ,.r.. s ric .rte" api, L i 1 tD ri I3 M O W or T I + 1 I .�+ l NEW 16" HDP - _. _ �: �T .. ; +: .� - ..:: � - „r -- - -r,,, J 1 'LW 24 STL- CASING - _. -»° -- ., _ i 1 NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO - IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO 111 DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. 1 1 1 1 JOB NUMBER: DATE: Q P� � T. B i 1 CITY OF YA K I M A 04056S3 09 -20 -06 SHEET ... Huibregtse, Lowman Associates, Inc. > L , _- FILE NAMES: 3 • CIVIL ENGINEERING •LAND SURVEYING •PLANNING 1 DRAWING: Bose S3.dwg GENERAL 308 IRRIGATION SYSTEM I 801 North 39th Avenue +Yakima, WA 98902 , PHASE 2 / STAGE 3 IMPROVEMENTS of (509) 966 -7000 o FAX (509) 965 -3800 �)7: 'NAL /11.4 DESIGNED BY: MTB 21 RE VISION DA TE AERIAL PHOTOGRAPHS I t "- r Teas ENTERED BY: KDY 1 ' ‘I i t IP 7A1fr ' t ilt*:■11414' .. r I it . .. a, - 4„ i 4 .4 'if '` `. 'OS. ..LION PARK ' _ 1 ,.e.,•:t • _ . wi lt. ` � II , ...- . 4L. 11? .z•••• � ^^ ^ _ : 0 20 b 80 Q t ■ - r - � L -- L - - 00 ile . •r (16 STL) .I I . N (18" PVC) I (16" HOPE) . NEW 16 "MOPE *RIG. MAIN • j i • ! ! L LION'S POOL .�:;:, I r ` • 1 * ' , .,, 4 1 .1 1 . I NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED 1 - - IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO I DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02 -4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. i •'��� e6. •sae _. .�....— . 41 . .. rt� R ' I ir I e r r t I� ' O � i a - ( N (I) vvollk Q AI ' � > I , n • . m .F N 1 H ' 2 - ....j _ 3 (16" HOPE) (18" Woof)) (18" STEEL) -E2 01111N. ,J 0 20 40 80 I West Pine Street N s , Wit. — 17 u., , ....._ O 0 - w - . ,, . , ,, :i fir-4 .. . , i ,..... 4 I .... • r ,� I $ ... .. . - . � � � "' 1 - • P.., h 1 I �1, T. g JOB NUMBER: DATE : CITY O F YA K I M A SHEET 0405653 09 -2D -06 ... Haibregtse, Lamas Associates, Inc. * FILE NAMES 4 CIVIL ENGINEERING • LAND SURVEYING • PLANNING k :2)- DRAWING : Bose S3. GENERAL 308 IRRIGATION SYSTEM ♦ 80, North 391h Avenue •:Yokimo, WA 989D2 I '\ � — PHASE 2 / STAGE 3 IMPROVEMENTS or II (509) 966 -7000 FAX (509) 965 -3800 • ��'rNAL � /gyp /p(� DESIGNED BY: IA TB AERIAL PHOTOGRAPHS 21 Invn[. }.. 8. 1008 1 REVISION DATE ENTERED BY KDY 1 I 7t- • Burlington �, '"—, w t DEL MONTE Northern w ° N 1 i, w cn (14" STEEL 14 1 WOOD — Santa Fe m WO L, (14" STEEL) / (14" STEEL) R ailroad p ! w . / i (/� S � TO BE � 1 % ABANDONED (12" STEEL) _ NEW 16" HOPE IRRIG, MAIN West Pine Str iii 1.1.11M es t 1 , AINIIIIIL Ci) 4. N k\ 1 0 1 1 I pow 1 1 w 1 11 z !" NE1pl I. G MAIN - 8: HDPE ISIDE r i,„ ,___ _ — "' i 16" HOPE IRR — — — — r - — — .. .-s re NEW P E _ ? ; 1 „}F. : F N " ' ri f_ "e ra.ea_EECia3+ ._1 U s I /t NEW 24 STL. F CA�INt, _ I— . U 0 1 — — 'r 1 NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED 1 IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN I ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. ' irillif!Ilik- m w ■ 711,---z-- , , 4 y � ...1 W 0) = , N + w N 1 cn , F .« w — W • . ' W :♦ East Pine Street L I I NEW 16" H_DP_E IRRIG. MAIN NEW 14" H_OP_E IRRIG. MAIN t�o. 10" HOPE IRRIG. MAIN _ _ t o_ NEW 8" HDPE IRRIG. MAIN S — _ _ _ — (t8 STEEL) — _ _ _ _ � .. _ _ _ +- (t6 STEEL) I— ' 08- S TEEL) — _ T — _ — - w0 0D) _ — _ a (10" WOOD) '0 80 cp 1 L L t 4-, -- - Imo 1 n mil ....,, 1 LLJ PI U t14 . > .w� 44 2 ,o U t �.. i a3 f t ' � r iimimm ; - 1 4 - M fiiJ I ` T e'` / 04056S3 09 -20 -06 CITY O F YA K I M A SHEET Huibregtse, Lowman Associates, Inc. _ JOB NUMBER DATE: FILE NAMES: 5 • CIVIL ENGINEERING • LAND SURVEYING • PLANNING DRAWING Bose S3.dwg GENERAL 308 IRRIGATION SYSTEM 4 PHASE 2 / STAGE 3 IMPROVEMENTS OF I •: 801 North 39th Avenue Yakima, WA 98902 ,eG��,, (509) 966 -70004- FAX (509) 965 -3800 '"�ONAL� O G DESIGNED BY MTB AERIAL PHOTOGRAPHS 21 kwon j)..... 6. loco ( REVISION DATE ENTERED BY: KDY 1 L .. ''.,. li � O° ,:*, — hAi 31111 I ' .. 11 ‘:-.- -P'. • f * 4 , o t +x m * ' LJ w 2-2 +.. o z w 80 E st Pine Street Z$ '! Q w� ��0 I NEW 8" HOPE IRRIG. MAIN fp 8" HOPE IRRIG. _ MAIN RI NEw •PE IR G raft ' (10" WOOD) W 10" WOOD) , PVC) ) t/) a. I 4 _c w w R L +. " • .i o ' Tilt° W 4t ! ' a r . i F."- i Q 1 1 i .s ..- y yz r i y ,�. ,...igi,...< 1 NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED I - - IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO - IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN I ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. 1 r. , , ., a � o I r r , �`� - ^ r m , � IIIII'''' .� I Q " I 4 too.' � ., ill '. STATION __ N a .. !pAlpo W ® ... lb is W . l .0w , x /i ;, !x W 4/ .Pr . ° ZI = ° East Pine Street in Z� w , : East Pi Street 3 W�� ♦ � F 1 —— — — - - - -- -__ W0 Z —— n NEW 8" HDPE IRRIG MAIN ;., HDPE IRRIG 2.1 _ FL) x o 20 40 80 (8 " ) 3 0 — — — (8 . ) s 3 0 (s wOOD) .� ) d jij s Z lx Zlx J`•` e ( 2 ■ x s ..... t + 1 0 O Z .., f 1 " ( � .. fit $ I I — a: a. J . '" �I ' ._ a ei'914 3 _ _ ,a a .� 4 . -.... ° x I— yr& "I rh 9 k' PBL T Bq 108 NUMBER: DATE: CITY OF YA K I M A SHEET �� Oa056S3 09 -20 O6 ♦.♦ Huibregtse, Lowman Associates, Inc. - S l ,►: � N.I FILE NAMES: • 6 9 GENERAL 308 IRRIGATION SYSTEM CIVIL ENGINEERING •LAND SURVEYING •PLANNING DRAWING: Bose S3.dw 801 North 39th AvenueoYokimo, WA 98902 47 .' :•. -.� PHASE 2 / STAGE 3 IMPROVEMENTS OF I (509) 966 -7000 FAX (509) 965 -3800 i,„ rNAL 6. /With DESIGNED BY: MTB 21 I A.— zoos I Y Ob REVISION DATE ENTERED BY: KDY AERIAL PHOTOGRAPHS 1 z• �. Q I >r. I � . . ` ! 1 !. : 1: Pt — - '' * 0 I p ^� i Lti N4, w i tit, co tiI 0 a. . "t, 01 , L I a r 4. .: i ' 0 20 40 90 W , 1! 1 1i 4f "' 1 1i ■ I l , M. Z W 14" HD "E IRRIG, AIN — — E ` HDPE I Rt ` - , ,w'*; ..,. – ...0.g. WOOD) - ....... .� — t 4. 1 + w co °� ► - A ' 1 L/ 1 e ` Q , .. 1 r i ~ t« EE W ( \ t„ , * fi r • CC 1 1 ! 4 / J L .! / _ 11 it y ∎ Y C ♦ , i ( ♦. S I s, tk 1,, -; . -_ . I NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED I IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHI .L VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITION TO IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND T DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARL SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2 • �� 1 O d L. i . - � ' ,*M iiiiii . . ¢) w (n , ,lr _ ,. s . t1 v 1 1' L 8 VI/ r . , � —. • • -.- r _._ W 14•' I 4DPE I RRIG. MAI NEW 4= HOPE IRRIG M - - — , - T - .r J .. ''� T r I �. t (16" D.L) -I T t16 w000� ' r / ( t6 r ' i [ 1 i _c _I L 1 1 : ,". .w I U y 0 20 40 so AI I ' ' U 1 — 0 CO m ' % I Q � w LLl / �/ J • uj �' ` 1 _ ._.....► t r r ' : r Q II.* 1 a". 1 ,, '' ' ' i t - P AL T I aq JOB NUMBER: DATE: CITY O F YA K I M A L� • _ 04056S3 09 -20 -06 SHEET ♦ H uibregtse, Lowman Associates, Inc. Inc• '" V/ — FILE NAMES: 7 C IVIL ENGINEERING •LAND SURVEYING •PLANNING r ' DRAWING: Bose S3.dwg GENERAL 308 IRRIGATION SYSTEM ♦ 801 North 39th Avenue•:Yoklma. WA 98902 / .-K°r � PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966- 7000vFAX (509) 965 -3800 ONAL ' / /ipb _ DESIGNED BY MTB AERIAL PHOTOGRAPHS 21 ( nv.u� }. e, eooe I REVISION DATE ENTERED BY: KDY 1 1 a -,- n ;. . +. _ ' , w . -v , _ - - CD 1 ' + t 1. ":4; - , _..,, a arr.. c m l j '-t' Nom ` j �. m � - >, .'li" . . . . s . 1 :S. Q 1 T _ • • ' j! / i ce_ s _ t ' . > r' "C' . r I Q - �I .ter r, 1 $ • M , 4 � C4 Z n ` N + I W t v I, I I r t -6 W ♦ • • l ille° It _b- U5 . . .4 1 W g • I 5 NEW 12" NY Pacific 'v-nue D? NEW . _ 0 p .o so 1 HOPE Zio - NEW ■ 8_ HOPE Oro MAIN - - - - - - — 4 NEW 6" HOPE Z4 — — — N 6_ HDPE — IRRIG. MAIN - 6 - HOPE _ ,,, �= T(14" .) (Tor WOOD) --------- NEVI (a' wood) (6" woor� NEW - - - - - - (s" w000) 6" :�.. , HOPE - - -. ra a '` �'' M �,. �' OW . �y1 . a• • a se: .. . (' w e — l ir 1 g•lijk../t.... Asarillingl 14111.1. 1 . NOTE: THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED 1 - - - - IRRIGATION PIPE TO BE REPLACED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO IRRIGATION PIPE TO REMAIN DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO I DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. 1 1 1 1 1 1 `fit %L T 84, NUMBER DATE CITY O F YA K I M A SHEET 0405653 09 -20 -06 �` HAibregtse, Lowman Associates, Inc. - FILE NAMES 9 GENERAL 308 IRRIGATION SYSTEM 8 ■ CIVIL CI ENGINEERING • LAND SURVEYING • PLANNING -) DRAWING: Bose S3 dw 801 North 39th Avenue Yak,mo, WA 98902 u PHASE 2 / STAGE 3 IMPROVEMENTS OF I (509) 966 - 7000 4. FAx (509) 965 -3800 40, e /y DESIGNED BY MTB I �, e. rooe ! j REVISION DATE ENTERED BY: KDY AERIAL PHOTOGRAPHS 21 3 =_ FM 60' ' G3© ©GEC C�G3�JD4 Pn©PIEG34V ■ B ■ 9 - ASPHALT- � \ w \ - 2 GAS ~ ¢ ( APP ■ LOCATION OF - s GRAVEL W ■ �R w IRRIGATION ESMT PER A.F.NO. ∎ * � �" \ - \w N N EXISTING BUILDING 2118626 AND VACATED 'F' ST. 1 I I N 9 �\,. \_ - ASPHALTz > < PER INFORMATION PROVIDED = a E: = 3 w \ w a ' . Oh CONCRETE 1 BY THE CITY OF YAKIMA. E� ■ 1...,,, . fry LOCATION NOT FIELD VERIFIED. p C ■ �•• T �� C 1 .. o 10 20 40 ex H ar r e ® % = = EXI 18° ---------- ---........... . Dp f iR R /G G •i I CAP - BR 1 PLANTER W �_ 9: — MglN - - - �i■Otr - - - 3 FOUND EX. 18" PVC • I EXIST. 18" C.I. IVERH • ■ e - B NSF RAILROA ' R W J V 1 = E = — WM • F ' :I . ' ® 4 - 1 G30OC�G RMI4I PMEDIER�T" Y -- - - -- -- p ty, / a N CONCRETE 1 LOADING DOCK \w O , 2 3.44C0O _ E ' - ASPHALT \ o w $ / w . - so — ,,------ O/ I � _ — - V i > yW iw - SD - - - - - — — o WM - r ----- IRRIGATION s s � ss w , p l I s GM J EMI = :: C EASEMENT v I ti -F-+ • r C mai � N f - CONCR TEz w BUILDING �� ••• 0 ' (1) y 1 a 1 G30C�G�C [ G3MO4 pG1Op[ G3437 3 Z ®i ,— : i £39X39 3.440D 4 r ::: W Z ... _ C; Q RIM: 107 _ A w : :: a N ® m I.E. 1065.29 , /��' o ®� ��l 1 !i 16' I ° 88 L.F. JA BORE 74 L.F. TRENCH N ( -Li SD MH — 30' T .I ` !:" OP TIE . ......... . _' 1077.00 w .. NEW 18 "FHDPE fRI71G1 MAIN 1C31 ail 0.44(300 a `� IN 24" LCASING PIP/ L • STA. 3 +30 ±, INSTALL NEW 18" x 16" E _ m pa :._ ° HDPE REDUCER. A iiii TO P TIE + } ® � : p ®® CONCRETE PANELS uP v o ® r p ELEV: ® a ® REMOVE EXISTING 1 z � Mill ■ v 0 ® ��° CONC. 1076.91 r 1 0 sASPHALTz v Iw �' OF IRRIGATION MAIN. CONSTRUCT - 1 3 s� N ss _ �� ° ELEV: . z NEW 6" THICK CONCRETE PANELS TO �� w ° pee ... CONCRETE z 9 1078.3± :: - GRAVEL c4 UM - GRAVELz p v MATCH EXISTING ELEVATIONS. 0 o ti C .—. r \ 1 fl Q \ \ 1 am — I 1 = = BORE PIT LOCATION. 3 ■ 1 OVERHANG CONC. al RECEIVING PIT LOCATION. --..............) -.: MINE 60' W SD MHO so 18" so 1 RAMP 1 ' 1 a) CONTRACTOR SHALL COORDINATE I 7 EXISTING BUILDING T REQUIRED BY THE SPEC FICATIONS AND PIPELINE LICENSE CONTRACT CD IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM N5 REMOVE EXISTING 18" x 16" ADAPTOR, CONNECT TO ® STA. 3 +45± TO STA. 4 +33 ±, BORE UNDER EXISTING NO. 06 -3004. EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD EXISTING 16" FLG GATE VALVE, AND ABANDON PIPE RAILROAD TRACKS AS SHOWN AND INSTALL 88 L.F. OF NEW O T E 24" DIA. STEEL CASING PIPE. TOP OF CASING ELEVATION: LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION EAST OF VALVE. INSTALL NEW 16" HDPE 90° ELBOW, 24 ® FOR COORDINATION WITH ROCHE MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONCRETE BLOCKING, AND ASPHALT PAVEMENT REPAIR 1071.4. FRUIT OPERATIONS, NO WORK SHALL CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR TYPE 2. BE ALLOWED FROM STA. 1 +00 TO MATERIAL DIFFERS FROM THAT SHOWN. ® STA. 4 +33± TO STA. 5 +07 ±, OPEN CUT AND INSTALL THE EAST PROPERTY LINE OF ROCHE 0 STA. 0 +08 TO STA. 8 +00, FILL 540 L.F. EXISTING 18" APPROXIMATELY 74 L.F. OF NEW 24" DIA. STEEL CASING FRUIT UNTIL AFTER NOV. 13, 2006. CD PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS IRRIGATION PIPE WITH APPROXIMATELY 35 C.Y. PIPE. TOP OF CASING ELEV: 1071.4. APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL CONTROLLED DENSITY FILL. PROVIDE A MINIMUM OF ® REMOVE AND RECONSTRUCT APPROX. MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE THREE EXCAVATION LOCATIONS TO FILL PIPE. ® SLIPLINE APPROXIMATELY 285 L.F. OF NEW 18" HDPE PIPE IN 10 L.F. CONCRETE CURB AND GUTTER ENGINEER. NEW 24" STEEL CASING PIPE. AS REQUIRED FOR CONSTRUCTION. CD OPEN CUT AND INSTALL APPROXIMATELY 100 L.F. NEW 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE 16" HDPE PIPE. DEFLECT PIPE WITHIN MANUFACTURER'S ® REMOVE 4 EA. 12' x 12' CONCRETE PANELS FOR IRRIGATION ® CONTRACTOR SHALL PROTECT TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT RECOMMENDATIONS TO MAINTAIN ALIGNMENT. MAIN CONSTRUCTION. CONSTRUCT 4 EA. NEW 12' x 12' x 6" EXISTING TRUCK SCALES AT ALL ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE CONCRETE PANELS TO MATCH EXISTING ELEVATIONS. TIMES DURING CONSTRUCTION. . FOR ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE 0 INSTALL NEW 16" HDPE 90° ELBOW AND CONCRETE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S BLOCKING. N14 SAW CUT AND REMOVE EXISTING ASPHALT PAVEMENT. N24 REMOVE AND REPLACE EXISTING ACTIVITIES. PROTECT PAVEMENT EDGES. ALL EDGES SHALL BE CLEAN PARKING STOPS, AS REQUIRED. OPEN CUT AND INSTALL APPROXIMATELY 240 L.F. OF AND UNBROKEN PRIOR TO COMPLETING ASPHALT PAVEMENT 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM NEW 16" HDPE PIPE. DEFLECT PIPE WITHIN REPAIR, TYPE 1. ® INSTALL THICKENED EDGE ON MA D TE PAD. A. TCH EXISTING RESIDENCES AND BUSINESSES AT ALL TIMES. ALL TRENCHES SHALL MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN C COO BE BACKFILLED AND /OR STEEL PLATED AS REQUIRED TO MAINTAIN ALIGNMENT. ® PROTECT EXISTING ROCHE FRUIT FACILITY CABLES AND EDGE CONCRETE CONCRETE. ACCESS, AND AT THE END OF EACH WORKING DAY. CONDUITS. • � o L T B _ JOB NUMBER: DATE: SHEET Hulbregtse, Lowman Associates, Inc. w • ' 0405653 09 -20 -06 CITY OF YAKIMA 9 ' T� DRAWING: E NAMES: GENERAL 308 IRRIGATION SYSTEM 9 CIVIL ENGINEERING • LAND SURVEYING • PLANNING / -• , � PLAN: XXXX.DWG 801 North 39th Avenu :•Yaki WA 98902 . ,°'` — P RO FILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966 -7000 a FAX (509) 965 -3800 ` 0 f ol io DESIGNED BY: MTB P LAN SHEET 21 I EXPIRES fr. 6, 2008 I REVISION DATE ENTERED BY: KDY I I I I I N cc I I 1 F I 1 Q L-- - - -- . j w ► X4 N 15 \' - ? k -- S w I s DIRT— :5 � s ' 4 .- �..� _ 1 ® SIG ., , r - C .. .• = 9 IV � , a _ , ._ .t;-. "': j..:._.,.\ - : I ■ o io 20 40 RI l �1P111�141��H .. I I = :: p = ( k�if 15si '� EX. 16 HDPE IRRI. M ` ' � 3 ic I � "' a " G A 'r : C - — I TL `I I - ASP HALT— -' }l am East "F" Street i ''' ... ii = _ - WV r____ w w w w w w w w- :: e I WV eWV EX. 6 WATER C •• — C WV FR ■ •• .., ••• a (• ) \__\ '.?\ \ \ \ \ .. p .H, ¢ u-' S. FH — — = 100' z Q) CONC. S/W :: BNSF RAILROAD R/W Q Q) i v ( - - - - - - - s. C I s- ' C I X Washington c� ) w d = Fruit & ® f l 1 ri _ 1 Produce Co. t. - w of 0 I Bin Storage o"''' 1 m E 181313 -44902 1 O 1 II w I - GRAVEL — f 1 2 = — — N — : u 1 ® / z.� W — — -t E in — ■ 50 , 1 :: = ee — O E 10 w .F. r.• CKA TOP TIE :OBE 20 L.F. N9 = ri F. TRENCH ELEV: C I 6' 1 8.— 1076.58E NE .118" F IRRIG. MAIN I f DP 1 + I I _ I I � - - , - - -- - I l _ __ I U 11 I I+. H-.+}.+f.+ "' — : % IN s ^.INQ PIPE E 1 BM ilm M. - MI C ■ N10 0_0. 1 _. ® . . f 1 Q A — . _., M = :: s G RAVEL— I 1 N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO N9 STA. 6 +30±, OPEN CUT AND INSTALL ® REMOVE EXISTING 18" x 16" ADAPTER AND TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY AND FROM RESIDENCES AND BUSINESSES AT ALL APPROXIMATELY 25 L.F. OF NEW 18" HDPE PIPE. CONNECT TO EXISTING 16" FLG. GATE VALVE. FROM THE ACTUAL FIELD LOCATION. THE CONTRACTOR TIMES. ALL TRENCHES SHALL BE BACKFILLED SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND AND /OR STEEL PLATED AS REQUIRED TO MAINTAIN STA. 6 +55±, INSTALL NEW 18" x 16" HDPE ® BORE PIT LOCATION. MATERIAL, AND SERVICE LOCATIONS PRIOR TO ACCESS, AND AT THE END OF EACH WORKING REDUCER. CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION DAY. ® RECEIVING PIT LOCATION. MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. ® INSTALL NEW 16" HDPE 90' ELBOW AND CONCRETE 0 STA. 5 +07± TO STA. 6 +10±, BORE UNDER BLOCKING. REMOVE AND RECONSTRUCT APPROX. 10 L.F. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION EXISTING RAILROAD TRACKS AS SHOWN AND CONCRETE CURB AND GUTTER AS REQUIRED LOCATIONS, AS APPROVED BY THE ENGINEER. INSTALL 103 L.F. NEW 24" DIA. STEEL CASING ® STA. 6 +58± TO STA. 8 +14±, OPEN CUT AND FOR CONSTRUCTION. SURFACE REPAIR TYPE SHALL MATCH EXISTING PIPE. TOP OF CASING ELEVATION: 1071.0. INSTALL APPROXIMATELY 160 L.F. LF NEW 16" HDPE CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE PIPE. CONTRACTOR SHALL COORDINATE ENGINEER. N6 STA. 6 +10 TO STA. 6 +30±, OPEN CUT AND CONSTRUCTION WITH BNSF AS REQUIRED BY INSTALL APPROXIMATELY 20 L.F. NEW 24" STEEL ® SAW CUT AND REMOVE EXISTING ASPHALT THE SPECIFICATIONS AND PIPELINE LICENSE 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE CASING PIPE. TOP OF CASING ELEVATION: 1071.0. PAVEMENT. PROTECT PAVEMENT EDGES. ALL EDGES CONTRACT NO. 06 -3004. LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. 0 SLIPLINE HDPE PIPE INSIDE STEEL CASING. SEE SHALL BE CLEAN AND UNBROKEN PRIOR TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NOTE 12, SHEET 9. COMPLETING ASPHALT PAVEMENT REPAIR, TYPE 2. REPAIR AND /OR REPLACEMENT RESULTING FROM N14 STA. 8 +14± TO STA. 8 +75±, OPEN CUT AND DAMAGE TO THE SEWER MAIN AND SERVICES FROM 0 FILL EXISTING 18" IRRIGATION LINE WITH INSTALL APPROXIMATELY 60 L.F. OF NEW 16" HDPE THE CONTRACTOR'S ACTIVITIES. CONTROLLED DENSITY FILL. SEE NOTE 6, SHEET 9. PIPE. , 0' T. 8 9T 04056S3 0920 10 R. DATE: . SHEET Hnibrerttse Lonman Associates, Inc. `� */ 1�' °'" " , ' " CITY O F YAKI MA b y _ FILE NAMES: 1 X DRAWING: 04056S3.DWG GENERAL 308 IRRIGATION SYSTEM 10 CIVIL ENGINEERING • LAND SURVEYING • PLANNING — PLAN: XXXX.DWG • 801 North 39th Avenue •:. Yakima, WA 98902 mr � ,3 ' TE 4 s, _ PROFILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS OF GIS (509) 966- 7000+FAX (509) 965 -3800 `�ONAI,�� 04/04 DESIGNED BY: MTB PLAN SHEET 21 I EXPIRES p 6, 2008 I REVISION DATE ENTERED BY: KDY 1 ..12/ • '-t I 1 1 .• *t U 1r: z 1 MM.= I 2 w 3w 0 10 20 40 ~ i. I t„' -LAWN- CONCRETE -LAWN-Z o a (175 I IN= I (1) PARKING LOT u) ® t i ' , PB X� ( o v - REPAIR N5 r .= ® o SIGN 3� = O HMA z ,� - o DENOTES PROPOSED 1 > S AN 18PVC ( ) -'� - M 5 - .- - T- sASPHALTz PB a,IV EX. 8 SAN. SEWER f;„ ,, :; & , I �:::,; s:- ;:k::; J 3 N = INSERTION /RECEIPT ;rrl:, .�: : :fir, #' =`v a — ::::. ;.: i.• ® 7--41n , I- = OF NEW PIPING. "r "T �) :;';" ' s LAWN z N 13 a I �I _ E ACTUAL LOCATIONS i ) o a d AWNz / : Q = SHALL BE PROPOSED 40' R/w 40 R/w ® o BY THE CONTRACTOR C SIDEWALK I " AND APPROVED BY 1 1 I " 40'R W THE 1 LIONS PRIOR ETO ENGINEER 1 S. Fifth Ave. /Spruce Ave. POOL ., 3 CONSTRUCTION. C ity of Yakima i < 1 N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND 0 REMOVE EXISTING 16" TRANSITION ® OPEN CUT AND INSTALL (1) EA. 3" FUSED CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. THE FROM RESIDENCES AND BUSINESSES AT ALL TIMES. COUPLING. JOIN NEW 16" HDPE PIPE CONNECTION ON NEW 16" HDPE PIPE, 3" R.S. GATE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, TO EXISTING 16" HDPE 90' ELBOW. VALVE, VALVE BOX, AND APPROXIMATELY 15 L.F. NEW AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER 0 REMOVE EXISTING TRANSITION COUPLING AND JOIN 3" HDPE PIPE. REMOVE EXISTING VALVE AND CONNECT IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. NEW 16" HDPE PIPE TO EXISTING 16" HDPE PIPE. (ND REMOVE FLANGED STEEL SPOOL TO EXISTING PIPING WITH FITTINGS AS REQUIRED. CONNECTION AND WOOD STAVE PIPE 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED 0 STA. 11 +35± TO STA. 14 +50±, LT., OPEN CUT AND AS REQUIRED FOR INSERTION OF NEW ® REMOVE EXISTING TREE IN ENTIRETY, INCLUDING BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING REMOVE EXISTING 16" STEEL IRRIGATION MAIN AND 16" HDPE PIPE. JOIN NEW 16" HDPE ROOTBALL, AND BACKFILL WITH IMPORTED TOP SOIL. CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. INSTALL APPROXIMATELY 315 L.F. NEW 16" HDPE TO EXISTING 16" HDPE PIPE. PROVIDE IRRIGATION MAIN. TYPE 2 PAVEMENT REPAIR. ® CONSTRUCT NEW 4" THICK SIDEWALK PANELS TO N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN MATCH EXISTING ELEVATIONS, AS DIRECTED BY THE FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL 0 MOVE LOCAL IRRIGATION CONTROL VALVE BOX TO c s STA. 17 +20± TO STA. 23 +60±, LT., ENGINEER. LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR LOCATION SPECIFIED BY THE CITY OF YAKIMA. SLIPLINE EXISTING 18" PIPES WITH AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND RECONNECT IRRIGATION PIPING WITH FITTINGS AS dio PROVIDE SODDED LAWN REPAIR ALONG NEW PIPE SERVICES FROM THE CONTRACTOR'S ACTIVITIES. REQUIRED. APPROXIMATELY 640 L.F. NEW 16" ALIGNMENT ACROSS LION'S PARK, APPROXIMATELY 10' W I Q Q I I HDPE PIPE. W I I WIDE, OR AS OTHERWISE DIRECTED BY THE ENGINEER. 3¢ r I I 3 1- .. W I 303 est Pine I 314 S. Third Ave. ' _� n 3 317 S. Fourth Ave. ® g I w GM 315 S. 3rd Ave. N w CB Scully . � 'NG ► ully Parsons I X ASAP She Metal RA ,, .- t f w ASPHALT > I d BUILDING x BUILDING s I - .r N1 O ASPHALT N � w - - - BU ILDING w ASP LT v v a b s \ - - - - - - SIGN v - - - - - i _ - - p ANCH �R WM �} / SI G Q a 0 1 U� , .. I � 4 \ / NEW 16 HDPE IRRIG. MAIN C _ I NEW 16" HDPE IRRIG. MAIN La EX. 16" HDPE 3 R1 • /l' ` ° �� CONCRETE l ' - ASPHALT (18" WOOD `Uri \ CB - -.SIGN (18" STEEL) py 11 111 r a il ' -QUP -5-ASPHALT---z_ CONCRETE CONCRETE GR gm ■ wr' J UP�CONC ( ) I e ra I g a �I w - - ..,�, w w w w w w w w w w w —w w" EL w�w w W w w- -w w w w EX 12 WA TER w w w w w w w ia� �i7i ..�� w w w w w w w w " 'tr �� �` +� �� .Y EX. 12 " WATER V'S X . 12 DOM. WATER EX. 2" GAS e 1 11111111111111 1�I��p1N�ID�� " Ex. 2" cas "� _s--ASPHALT--z__ s d- 5-ASPHALTZ L 18 +00 9+es 20 +00 C I 21 +00 3 22 +00 0 10 2 40 , ►�e� � i outormmmmmmmuniimiii ,1■u■mmn.mmmmmmIMIU �� m �� mmmmmmilmmimmmmu u unnr u...... - -�-- - - - ;: - - - - --1- - - �� __ I - - - - " - ...••a ►imp►►►muuuumm uu um ulummmmummm■ii mmumi slimniimmm umumninnum�ummmn■m■mummum = 3� O N9 - - ASPHALTz N Lu o LM Pine Street I 3 W N U) I 3� HMA N p 3 IQ- W REPAIR W� " ( n - 1n T YPE 2 w w 3 X Z w _ _ _ _ — J - - — - Ave - - - " - - - - - - - - - - - I 401 S. Fourth Ae. 1 3 Q Central Washington S. Third Ave /Pine St. 1 401 S. Third Ave. < I Comprehensive Mental Health City of Yakima 1 Freitag GAEL T. BAT _ JOB NUMBER: DATE: 04056S3 09 -20 -06 C ITY OF YAKIMA SHEET Hnibregtse, Lowman Associates, Inc. .C'' ,, ' FILE NAMES: 1 I CIVIL ENGINEERING •LAND SURVEYING •PLANNING DRAWING: 3.DWG GENERAL 308 IRRIGATION SYSTEM a te. PLAN: XXXX.DWG XXXX.D OF 801 North 39th Avenuea•Yakima, WA 98902 � ` PROFILE: XXxx.DwG PHASE 2 / STAGE 3 IMPROVEMENTS (509) 966 -7000 4 FAX (509) 965 -3800 ZONAL E' + 50)6 DESIGNED BY: MTh 21 EXPIRES y,•.. 6, 2008 (� REVISION DATE ENTERED BY: KDY PLAN SHEET >a 1 �c 4 1 / I I I Di d MIOO Mn VIA pG330O PlEG3 7 N ASPHALT o w o 'e w" / c,��I c,� c,� 0 o 6 x > , Y � 1 , ��, , , � u, ■ � EXIS 17' EXIST. �i� �ic °� °eJ o - :3 '14 ` , , 2nn. , Ave . 1 ♦ — • ± 5 "" ��, ��� ® COMMUN ICATION R.R. SPUR ® w Q ao co :. r ` UP I w t � � � � S . Second Ave. INE ESMT. ► H w y am , l �: : r, „or,— n • ♦ ■ ■► ESMT. PER .� � rUiti,; SIGN ,� v �� ■ n► A.F. NO. w DOCK vo (�� 3 ��► UP • PER A.F. Nu. u► w W u7 x z.....' �' = , N� , g ■■ W L° . j ,�� N GCB �, `,��- ___s--ASPHALT-z__ Jundt - - 2802346 - = = '.� �n._ _ 1310088 - - - T - - - - - S RAVEL= -"----,_ ANCHO S ,. R GGJN - - - - y ,,+ X `,�� ,�� � � 1i7 w I\EW 1 i DPE 1 � IRR : .,A� � 14 " _STEEL IN 18 WOOD)/ .ki lik, ` w w" �� �`,,� 14" STEEL � , ' (' WOOD) NEW 16" HDPE IRRIG. MAIN E SIGN IL 1 STEEL) ax 0 RR 10 20 40 if) (18" STEEL) — CBB C; • • % ��t► 1rr ♦W ` CB,:, IGN ��� SIG 1 SIGN . 1 I . 11-.D TO B E ABANDONED ■ w w w w w w w w w w w w EX. w 12" WATER `\ - -. 1 1�� ` w " o o -a`" 2 w w 4 4 w „CB.:. w w WATER w w w �" iw -- 'w�w . \ w w w w w w w- W `Q = % �� ��� ��� EX. 12" r go m = = % c:I 0 ' ® sASPHALTz s p 8 :\\ ® t o 23 +00 - _ ... s 111'1111 1111 ►11111111111 \11001 \1111 \0111 ...nm11�11\ 125 +00 - 26 +00 - - 00 + _ - - - 0 111111111111111111111111111111111111111111111111111111111�11111111111111�111111111111111111111111111111111110�0 ■■ ID C Pc sta 27 +3 9, \ - ,Q� C THAT PORTION OF IL Li) + ASPHALT w " sw to � West Pine Street s . so VACATED PINE ST \ \ \ 10 N -s Z 3 N Q N �� C PER A.F.NO. 2047510 : *A c \`' A —' O H- n W w " I w O C_ 1..1. A \\ Z " — — — — — — — 1M — .4- ... il _— / -- -- -- -- -- -- - -� 3 I " -- -- -- -- E 0E 0 11, � 16' PROPOSED `N: ■U 0, '+- MI � � " IRRIGATIO w ¢ n ° 0 = \ \ EASE MENT (NOT �''�,. _ I . COMPLETED AS \ V) i S. Third Avenue y I I 106 W. Pine St. = N = \ , '. ` pF 09 -18 06) N / City of Yakima 1 I 106 W. Pine St., LLC = 0.. _ \ \ w Tri Ply Construction E c E • \ \ CO 1 E0E fi t'' \ \ / 1 .1 D § l . \ .00 MN _ \ \ .0N IN01 �� n( \ \ 4 1110 . NW INN I 1 I I V \ - MI WM \ l - • ' +4.0.4•11.+.M+( 4.M (n MEI I L MI \ J 2 Q M 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN 0 OPEN CUT AND INSTALL (1) EACH 3" FUSED CONNECTION ON al INSTALL 16" HDPE 45' ELBOW, 16" HDPE 22.5• TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY NEW 16" HDPE PIPE, 3" R.S. GATE VALVE, VALVE BOX AND ELBOW, NEW 16" R.S. GATE VALVE AND VALVE BOX, FROM THE ACTUAL FIELD LOCATION. THE CONTRACTOR APPROXIMATELY 15 L.F. NEW 3" HDPE PIPE. REMOVE EXISTING AND CONCRETE BLOCKING. SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND VALVE AND CONNECT TO EXISTING PIPING WITH FITTINGS AS MATERIAL, AND SERVICE LOCATIONS PRIOR TO REQUIRED. ® REMOVE AND REPLACE EXISTING FENCING AS CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION REQUIRED FOR CONSTRUCTION OF NEW IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. MAIN. N6 LOCATE TRANSITION FROM EXISTING 18" STEEL PIPE TO DENOTES PROPOSED N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION EXISTING 14" STEEL. REMOVE REDUCING COUPLING AND SAW CUT AND REMOVE EXISTING ASPHALT ACCESS PIT LOCATIONS, AS APPROVED BY THE ENGINEER. SECTION OF STEEL PIPING AS REQUIRED TO SLIPLINE EXISTING ® PAVEMENT. PROTECT PAVEMENT EDGES. ALL EDGES LOCATION FOR SURFACE REPAIR TYPE SHALL MATCH EXISTING 18" PIPE TO THE WEST AND TO THE EAST. SHALL BE CLEAN AND UNBROKEN PRIOR TO INSERTION /RECEIPT CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE COMPLETING ASPHALT PAVEMENT REPAIR, TYPE 1. OF NEW PIPING. ENGINEER. N7 STA. 23 +60f TO STA. 27 +35t, CONTRACTOR SHALL REMOVE ACTUAL LOCATIONS EXISTING 14" GASKETED STEEL PIPE FROM WITHIN EXISTING $, APPROXIMATELY 420 L.F. OF EXISTING 14" STEEL SHALL BE 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE 18" WOOD STAVE PIPE AND SLIPLINE APPROXIMATELY 375 L.F. IRRIGATION PIPE TO EAST TO BE ABANDONED. PROPOSED BY THE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP NEW 16" HDPE PIPE. INSTALL APPROXIMATELY 17 C.Y. CONTROLLED CONTRACTOR AND RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. DENSITY FILL IN EXISTING 14" STEEL PIPE. CAP PIPE APPROVED BY THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL N8 INSTALL NEW 16" HDPE 90° ELBOW AND CONCRETE BLOCKING. ENDS. SEE ALSO SHEET 13. ENGINEER PRIOR TO REPAIR AND /OR REPLACEMENT RESULTING FROM CONSTRUCTION. DAMAGE TO THE SEWER MAIN AND SERVICES FROM 0 STA. 27 +35, 30' LT. TO STA. 29 +25, OPEN CUT AND lal FOR COORDINATION WITH DEL MONTE FRUIT THE CONTRACTOR'S ACTIVITIES. INSTALL APPROXIMATELY 215 L.F. NEW 16" HDPE PIPE. OPERATIONS, NO WORK SHALL BE ALLOWED FROM DEFLECT PIPE WITHIN MANUFACTURER'S RECOMMENDATIONS TO SOUTH SECOND AVENUE TO THE EAST LINE OF DEL 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND MAINTAIN ALIGNMENT MONTE PROPERTY UNTIL AFTER NOV. 13, 2006. FROM RESIDENCES AND BUSINESSES AT ALL TIMES. T. J NUMBER: DATE: SHEET 0o L g . � , 04056S3 09 -20 -06 CITY OF YAKI MA Huibregtse, Louman Associates, Inc. F ,`' — DRAWINGS NAMES: 04056S3.DWG GENERAL 308 IRRIGATION SYSTEM 12 CIVIL ENGINEERING • LAND SURVEYING • PLANNING i • — PLAN: XXXX.DWG t 801 North 39th Avenue Yakima, WA 98902 - • 3 — PROFILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966 -7000 + FAX (509) 965 -3800 `TONAL E • DESIGNED BY: MTB 21 EXPIRES 6, zoos 'G REVISION DATE ENTERED BY: KDY PLAN SHEET N I 1 1 " 1 I w I 1 1 1 0., 3 1 1 z MA KER .. = I 3 Q 3 I- e ® STYE■ / \ ; — L— , 2 - I KER I El I . ( P 7 (14" STEEL) + ® .0. _ I S UP CO 8 WADI H— K . r. . ABANDONED . . .Pa , W ;; R I R R� � p EX. 12" WATER I I WATER 1 - w I w - _ w w w w w w w = w w w ■ w 0e 9 .+JG WcB �jD m " _ o EX. 12" WATER cYi = w qe k;< � GRAVEL I I = I GRAVEL WV'S e Q WV'S I o ! - = XI J = I I L I • z / o C ) C _ a � / - - - - - I — _ _ i� / _ _ - _ i _ PI sta 3 i &71 �I t " ° / o �—�Pa / PR Pa P P (12" STEEL) � RR = � —• E RR --PP � a ( 18 STEEL . RIM: 1057.71 . I / EXISTING BUILDING , am / - = o E. 1045.81 / o -- -- x x/ � / ABANDONED I � 20' 1 , _ _ . _ " L_//////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / — • A 1 = ■ = - = I I .c ®T - = 0 1 RIM: 1057.18 0, w z x I Q Q L '°,. 1050.28 ® E J Q" x — = I / 1 E _ I 1 w t cv - -- e'13 — C Si — x I / I 300 E _ \ I O Z a " 1 w e r = = ■ i 1 NN W w , / BNSF RR VW = (-- _N • \ _ r \ 1 A <c° Q3 PEL NO[n�4C PMPIEGM7 AA Z. ■ = ■ = ■ E = U— J J I F.O. I _ - = wm \ Q k . ", 0 o n W I z z MAR ER I I — _� \ 3 W — z "N W 3 � ,.,.p ® 16 — PROPOSED REPAIR Zx m W x W x I —m ■ 1 W REPA R in X IRR TYPE 1 = p ` 92 L 1 130 L.F. E — cN W - x — 1 TYPE 2 + � S COM EASEMENT (NOT N6 A RE TRENCH I JACK BORE = I L 0) " y PLETED A - I I I i I F T6 TIE E LEV: N9 ®' I TION — PLETED A ELEV Z : N .95 I S = 10652 o a _ 4 _7U_i_i _ M ta U �' NSW 18 P IRRI . .. 2 — , - i�+•t��tttlia = � IN 4 STEL CASI s„ i r �, �N� — G MAIN —+ I 3 i a � = -- �'4� +—rata 34i - 9'•L' - Z _ . . C S 2NG PIPE I = I 1 J W ! m_ 1 • — = rt 1 a " 47' �g P tea x I = I .�.=..r_ _� c �M I I = I I I i " 3 PAVEMENT STRIPE x < ∎ C ∎ t x x x x • I I — 1 \ 1 0 IRRIGATION MAIN AND SERVICE 0 THE CONTRACTOR SHALL MAINTAIN ACCESS ®i STA. 33 +15 TO STA. 34 +45±, BORE UNDER 40 STA. 31 +55±, INSTALL NEW 18" x 16" LOCATIONS HAVE BEEN TAKEN FROM TO AND FROM RESIDENCES AND BUSINESSES EXISTING RAILROAD TRACKS AS SHOWN AND HDPE REDUCER. EXISTING CITY RECORDS, AND MAY AT ALL TIMES. INSTALL 130 L.F. NEW 24" DIAM. STEEL VARY FROM THE ACTUAL FIELD CASING. TOP CASING ELEVATION: 1053.85 ® SEE SHEET 14 FOR SLIPLINING LOCATION. THE CONTRACTOR SHALL 0 STA. 29 +25 TO STA. 31 +58±, OPEN CUT CONSTRUCTION NOTES. VERIFY EXISTING IRRIGATION MAIN SIZE AND INSTALL APPROXIMATELY 233 L.F. NEW ® STA. 31 +58± TO STA. 34 +45f, SLIPLINE AND MATERIAL, AND SERVICE LOCATIONS 16" HDPE PIPE. APPROXIMATELY 287 L.F. NEW 18" HDPE i FOR COORDINATION WITH DEL MONTE PRIOR TO CONSTRUCTION. NOTIFY THE PIPE IN 24" STEEL CASING. FRUIT OPERATIONS, NO WORK SHALL BE ENGINEER IF IRRIGATION MAIN SIZE OR 0 SAW CUT AND REMOVE EXISTING ASPHALT ALLOWED FROM SOUTH SECOND AVENUE MATERIAL DIFFERS FROM THAT SHOWN. PAVEMENT. PROTECT PAVEMENT EDGES. ALL ® STA. 34 +45 TO STA. 34 +97, OPEN CUT AND TO THE BNSF RAILWAY UNTIL AFTER DENOTES PROPOSED EDGES SHALL BE CLEAN AND UNBROKEN INSTALL APPROXIMATELY 52 L.F. NEW 18" NOV. 13, 2006. PROVIDE SURFACING REPAIR AT ALL PRIOR TO COMPLETING ASPHALT PAVEMENT HDPE PIPE. ACCESS PIT EXCAVATION LOCATIONS, AS APPROVED REPAIR. 4 JACK /BORE PIT LOCATION LOCATION FOR BY THE ENGINEER. SURFACE REPAIR INSERTION /RECEIPT ® INSTALL NEW 18" x 16" HDPE REDUCER, 16" OF NEW PIPING. TYPE SHALL MATCH EXISTING N7 STA. 31 +58t TO STA. 32 +23f, BORE RECEIVING PIT LOCATION. CONDITIONS, UNLESS OTHERWISE UNDER EXISTING RAILROAD TRACKS AS R.S. GATE VALVE, VALVE BOX, 16" HDPE 90° ACTUAL LOCATIONS AND CONCRETE BLOCKING. DIRECTED BY THE ENGINEER. SHOWN AND INSTALL 65 L.F. NEW 24" DIAM. ELBOW, ® CONTRACTOR SHALL COORDINATE SHALL BE STEEL CASING. TOP CASING ELEVATION: CONSTRUCTION WITH BNSF AS REQUIRED PROPOSED BY THE 0 SANITARY SEWER MAIN AND SIDE SEWER 1053.90. STA. 34 +98± TO STA. 36 +15±, OPEN CUT AND INSTALL APPROXIMATELY 115 L.F. NEW BY THE SPECIFICATIONS AND PIPELINE CONTRACTOR AND SERVICE LOCATIONS WERE TAKEN FROM LICENSE, CONTACT NO. 06 -3005. APPROVED BY THE CITY UTILITY MAP RECORDS AND MAY N8 REMOVE AND REPLACE EXISTING CHAINLINK 16" HDPE PIPE. ENGINEER PRIOR TO NOT REFLECT ACTUAL LOCATIONS. THE FENCING AS REQUIRED FOR CONSTRUCTION ® FILL EXISTING 14" STEEL PIPE TO WEST. CONSTRUCTION. ' CONTRACTOR SHALL BE RESPONSIBLE OF NEW IRRIGATION MAIN. ® REMOVE SECTION OF STEEL PIPING AS SEE NOTE 13, SHEET 12. REMOVE AND REQUIRED FOR SLIPLINING EXISTING 18" FOR ALL REPAIR AND /OR REPLACEMENT REPLACE EXISTING CHAINLINK FENCING RESULTING FROM DAMAGE TO THE 0 STA. 32 +23± TO STA. 33 +15, OPEN CUT STEEL PIPE WITH NEW 16" HDPE PIPE. AS REQUIRED. SEWER MAIN AND SERVICES FROM THE AND INSTALL APPROXIMATELY 92 L.F. NEW INSTALL NEW 16" HDPE 90' ELBOW AND CONTRACTOR'S ACTIVITIES. 24" DIAM. STEEL CASING. TOP CASING CONCRETE BLOCKING. ELEVATION: 1053.88. JOB NUMBER: DATE: SHEET G oEL T. g9T 04056S3 09 -20 -06 CITY OF YA K I M A Huibregtse, Lowman Associates, Inc. � IA* • / — FILE NAME 13 � F yrv' — DRAWING: 04056S3.DWG GENERAL 308 IRRIGATION SYSTEM . CIVIL ENGINEERING • LAND SURVEYING • PLANNING / PLAN: XXXX.DWG • 801 (509) 966-7000 North V aFAX (509) 965-3800 98902 4 � DESGNEDEB XXXX.DWGMTB PHASE 2 / STAGE 3 IMPROVEMENTS 21 /9 �s PLAN SHEET 'EXPIRES ;13... 0, 2008 r REVISION DATE ENTERED BY: KDY 1 305 S. Front St. I I I 332 S. 1st St. 1 309 S. 1st St. 1 N Yakima Hardware 1 I Treneer 1 I Valicoff w 0, ~ I – – W •' — — - - - - - - I - - - - - - - - J - I� – – – \ - - w UP - - - - - UP Q ; UP 1 m m 8 2 cc w in --s ASPHALT a N _ ) k � ® CB cB NM —w —w w w— w — w —w w w— w w EX. 12" WATER I CB w w" w —w w —w w w- w w —w 1 -w-- —w w w- _ EX. A _s--ASPHALT-z__ --ASPHALT-z__ f ® EX. 12' WATER w 12" WATER w —w w w w ,-ASPHALT-z_ WV'S _s 37 +00 38 +00 N 39 +00 —1 — — 40 +00 — — — 41 +00 .i_ — P — — 1- — — ' — — 1 — — — — I — — 16" STEEL) _ _ _ _ (18 STEEL) _ „_ ■ .++ +rM+e++s_a STEEL (18 STEEL) ( " — _ ����.._ 1 yl�lt 1 ., — —.n_ — - '*�*"��*" I '�"`'""" + ' - "' `�"` S `" 4+ �"�"�"�`" + "� IR � 1 ' — NEW 14 HDPE IRRIG. MAIN DENOTES PROPOSED in + NEW 16" HDPE IRRIG. MAIN NEW 16" HDPE IRRIG. MAIN ACCESS PIT LOCATION up c6 ® East Pine Street FOR INSERTION /RECEIPT M � _m,: It L AWN W �\ _ N slcNp \\\\\\\\\ v �OCAT LOCATIONS SHALACBE AL SIGN"' LAWN Y ..` '4g Q a LIGHT UGH I .5 ..r w o _" s CONCRETEz s ASPHALT-z__ U I a It�5� w CONC S/W t4a. I _ o D CONC S/W __ \ z PROPOSED BY THE z — - ¢ — — - — - "� • 0 BUILDING GATE S CONTRACTOR AND =I FH 5 a — 0 APPROVED BY THE _ o BUILDING 1 4 01 S. 1 st St. a 0 I BUILDING 1 _ I 1 = ENGINEER PRIOR TO a 1 401 S. Front St. 1 1 col 402 S. 1st St. 1 1 1 Hays CONSTRUCTION. 1 Irwin I " 1 W I Peterson I 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM 0 REMOVE EXISTING VALVE AND VALVE BOX. ® OPEN CUT AND INSTALL EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD RESIDENCES AND BUSINESSES AT ALL TIMES. APPROXIMATELY 35 L.F. NEW 6" LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION 0 STA. 42 +20± TO STA. 46 +20±, SLIPLINE HDPE PIPE. REMOVE EXISTING WOOD MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO 0 STA. 36 +20± TO STA. 42 +20±, SLIPLINE APPROXIMATELY 333 EXISTING 12" PIPES WITH APROXIMATELY STAVE IRRIGATION PIPE AND CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR L.F. NEW 16" HDPE PIPE IN EXISTING 18" STEEL AND WOOD 400 L.F. NEW 10" HDPE PIPE. IRRIGATION VALVE. CONNECT TO MATERIAL DIFFERS FROM THAT SHOWN. PIPES, AND APPROXIMATELY 267 L.F. NEW 14" HDPE PIPE IN EXISTING WOOD STAVE PIPE WITH EXISTING 16" AND 18" STEEL PIPES. VERIFY PIPE LENGTHS lal STA. 46 +22±, INSTALL NEW 10" x 6" HDPE FITTINGS AS REQUIRED. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS DURING VIDEO INSPECTION PRIOR TO CONSTRUCTION. INSTALL CROSS, (2) EA. 6" R.S. GATE VALVES AND APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH 16" x 14" HDPE REDUCER AT LOCATION DETERMINED FROM VALVE BOXES, AND (1) EA. NEW 10" x 8" ® INSTALL NEW SERVICE CONNECTION EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE AT EXISTING SERVICE LOCATION, OR VIDEO INSPECTION. PIPES SHALL BE INSERTED AT STA. 36 +20 REDUCER. ENGINEER. AND RECEIVED AT STA. 42 +20. AS DIRECTED BY THE ENGINEER. OPEN CUT AND INSTALL APPROXIMATELY 50 SEE DETAILS. CONNECT TO EXISTING ® 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE SERVICE PIPE WITH FITTINGS AS TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT N6 INSTALL NEW 14" HDPE TEE, (1) EA. 14" x 10" HDPE REDUCER, L.F. NEW 6" HDPE PIPE. REMOVE EXISTING REQUIRED. ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR (1) EA. 10" R.S. GATE VALVE WITH VALVE BOX, (2) EA. 14" R.S. WOOD STAVE IRRIGATION PIPE AND ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE GATE VALVES WITH VALVE BOXES, AND CONCRETE BLOCKING. WOOD SIGN VALVE. WI TTI TO EX N14 SEE SHEET 15 FOR SLIPLINING NOTE. SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. () SEE SHEET 17 FOR SLIPLINING CONSTRUCTION NOTE. REQUIRED. I Ea 1 a1 123 E. Pine St. I 1 3 I 315 S. 2nd St. 1 i a 1 316 S. 3rd St. 1 c, W . I� - Torres 1 3 1 Carey N „, v Wentz � I Q” ` BUILDING 1 m o_ Pr) x.. I w II BLDG w N 1 E CONC s/w REPAIR ___s-ASPHALT-z_. GAS SERVICE iSh s O j REPAIR „, ASPHALT a • O N6 TYPE 2 L GRAVEL `� to %/ }, ® \ \\ )) O TYPE 2 • w �a0 I c6 =J ® EX. 12 ” W ATER EX. 12" WATER' w w EX. 1w" WATER ,, w w w___,, w w r —w w w w w w w w w w w t w w w w w w —w w w w w w w Sta �0 +00.00 AIIe� ____s ALTz- WV w w w S sASPHALTz_ w I , 11 3 42 +00 }o_ 2 +1 Pine $t. — 00 43+00 1 - 44 +00 Sto 4 +12 45 +00 - - _ +00 _ I - 18" EL elhilit WD) 3 - - - - - ( WOOD � � = 10" WOOD\ / o 111 R STE 14" Oi : t I- 1 �`� p ,,� T u.HH IRRIG I NH- i+FSNtENfN- �tii� Hii+_ -r_ft tl =ftt:* IRlltf�tfiRrf . It I 1 i I R TfII� � ` 1, 11 V, R7'IitIR Q 1 - 4 . - NEW 14' HDPE I IV NEW 10" HDPE IRRIG MAIN East Pine Stree NEW 10" HDPE= IRRIG. MA 1 NEW 8" HDPE =I�,NIG. MAIN IT 7,- IRRIG. MAIN so i n \ \\ 0 w \ \ \ \ \ \ \ \ \ \sl Np CB (- CB /�¢1ti �i DIRT 3 ®�I Y s CONCRETE N W N \` r Y WMS Z CONC S W UP w CONC S/W CONC S/W WM� CONC S/W .�.� / Z CONC S/W a _�__ __ -- -- -- - -- U -- -- --� V ----.. - _ 1 ASPHALT I ¢ ("ill C6 1 4O1 S. 2 n d St. DIRT P = P ® sASPHALTz BUILDING O DIRT B UILDING ® 0 A I W f I 3 FAT — F(4 Jean Owens I J 0 402 S. 3rd St. a HMA I Q ' I ® 1 Revocable Living 204 E. Pine St. 206 E. Pine St. Q m o Valley Lock & REPAIR ;� -, Im S. 2nd St. & Pine St. I 1 i 1 g 1 Bud Owens 1 Enstrom 1 0_ 1 TYPE 1 ' 1 F ! :re P Oliver Trust 1 I I Q L� 1 Key Service MATCHLINE STA 100 +70 SEE SHEET 17 p,,, T g _ JOB NUMBER: DATE: SHEET Q 04056S3 09 -20 -06 CITY OF YAKIMA • Hulbregtse, Louman Associates, Inc. ' w0 w ,' FILE NAMES: 14 DRAWING: 0405653.DWG GENERAL 308 IRRIGATION SYSTEM ' CIVIL ENGINEERING • LAND SURVEYING • PLANNING / ' r PLAN: XXXX.DWG 801 North 39th Avenue Yakima, WA 96902 , ` • f. — PROFILE: XXXX.DWG PHASE 2 /STAGE 3 IMPROVEMENTS OF (509) 966- 70004FAX (509) 965 - 3800 ' G -/jg/p DESIGNED BY: MTB PLAN SHEET 21 (EXPIRES y 6. 6008 I REVISION DATE ENTERED BY: KDY I 315 S. 3rd St. 1 6 o I Spruce /S. 4th St. I I I N 316 S. 3rd St. �� Union Butler 1 g ' 1 1 Gospel w w Wentz 1 f 1 1 - 1 ® P 1 :. LU - I - I w i v Mission I F- - - - - - - I !3 0 1 w - - - - - - - - - - - - ¢" - - - w w •I 1 0" . -- m m o r0 20 40 N UP o 1 _ ��\ f s DIRT z WM Q s LAWNLAWN-z___ 2 w3 0) ■ ®CB r^ CB joc \ -tom I _ B �/J \ EX. 12" WATER I EX. 2" W f__ - c,' , ,. HMA EX. 12" WATER w ow w w w w w w w w w WV'S w w w w w w TER w w w w • R w w w w w w w '\ s CONCRETE- w �� _WV'S sASPHA ._s--ASPHALT-z__ w --s \ 4 (D 7 +0o as +oo e 49+00 ® ±oo I TYP, E 2 51+ 00 - _ 1 >- - - - 00 • (10" w00D) £ NEW 8" HDPE IRRIG MAIN IT NEW 8" HDPE IRRIG. MAIN % DENOTES PROPOSED i..., MS II iF r r - ri 8l _, t_T_ � IR�tt�r Ilrrrt M rIP i n- +Ew�rtr�+t+�r+ f -I �r�- �t+��t�+fiRR. +�H- +ERRm++m+1 f+ +- RR �Rx�++ -µms++ +�Rait+ ++ +++ ++E ++ iRRi++�++ s+_RR ++ERR mn 0 NEW 8" HDPE IRRIG. MAIN f (10" WOOD) , _ (10" wooD) r , � 0 ACCESS PIT LOCATION 0 ® i, ® d' Q N co FOR INSERTION /RECEIPT N. - East Pine S SIGN ' (Y) CB J I 1 I LAWN �3 DIRT OF NEW PIPING. s CONCRETE-7_ I / I ` GRAVEL CONCRETE s GRAVEL Z II s GRAVEL Z s LAWN z J 1 F ACTUAL LOCATIONS �onl S/ w — CONC S/W "+ X _ v, SHALL BE PROPOSED in z - - - - ® sic1J { 0 e£ r�3 GM DPI " lo�,� ® — — — — — — — 1 ( C 8 , p w \ 0CB J AND ROVED BY THE ce 0 402 S. 3rd St. BOLLARDS d cn 31;7" -CFH v ENGINEER PRIOR TO F- 1 F "� F CONSTRUCTION. a Valley Lock & 1 1 401 S. 3rd St. � 1 402 S. 4th St. 1 Key Service 1 -. 1 Giussi N! 1 Flores 1 1 I 1 Ix i 1 1 3 N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND N8 OPEN CUT AND INSTALL APPROXIMATELY 35 L.F. NEW 6" HDPE PIPE. CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. THE FROM RESIDENCES AND BUSINESSES AT ALL TIMES. REMOVE EXISTING WOOD STAVE IRRIGATION PIPE AND IRRIGATION CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, VALVE. CONNECT TO EXISTING WOOD STAVE PIPE WITH FITTINGS AS AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 0 STA. 46 +22± TO STA. 54 +22±, SLIPLINE REQUIRED. IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. APPROXIMATELY 800 L.F. NEW 8" HDPE PIPE IN EXISTING 10" AND 12" PIPES. 0 OPEN CUT AND INSTALL APPROXIMATELY 45 L.F. NEW 6" HDPE PIPE. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY REMOVE EXISTING WOOD STAVE IRRIGATION PIPE AND IRRIGATION THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, 0 STA. 54 +22±, INSTALL NEW 8" x 6" HDPE CROSS, VALVE. CONNECT TO EXISTING PVC PIPE WITH FITTINGS AS REQUIRED. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. (2) EA. 6" R.S. GATE VALVES AND VALVE BOXES. STA. 54 +22t TO STA. 57 +75, OPEN CUT AND INSTALL SEWER SANITARY N3 STARY SEW MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN N7 SAKI CITY E WER MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. OPEN CUT AND INSTALL APPROXIMATELY 50 L.F. APPROXIMATELY 353 L.F. NEW 8" HDPE PIPE. REMOVE EXISTING NEW 6" HDPE PIPE. REMOVE EXISTING WOOD STAVE IRRIGATION PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR IRRIGATION PIPE AND IRRIGATION VALVE. CONNECT REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES TO EXISTING WOOD STAVE PIPE WITH FITTINGS AS ® INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION FROM THE CONTRACTOR'S ACTIVITIES. REQUIRED. OR AS DIRECTED BY THE ENGINEER. SEE DETAILS. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. 315 S. 4th St. ( N p G 316 S. Naches Avenue I 3 1 3 315 S. Naches up 1 Currie 1 " 1@ Pacheco 1 3 % 1 Avenue 1- > 1 1 �d GO 1 3 0- : C wi 1 w o I I w \ Ma = co w (- . UP HMA ■∎Q ^ ASPHALT LU O UP ®i REPAIR 3 (n w / OVER N CONCRETE s DIRT z a m TYPE 2 i ji r 1 i EX. 12 WATER EX ,2" WATER V EX. 8" WATER x w —w w w w w w w w w w w w w w w w w w m w w w - -w m w w w w w w ® s ASPHALT— sASPHALT- 0 WV'S 7 _ 5 - - 55 +00 _ ,_ _ - 56 + 1 00 z / 57 +00 o \ -- - (12" PVC) - - � + R>• RR�+} � �µ +}lf+� "HDPE �+FE RP N \ NEW 8" HDPE IRRIG MAIN NEW 8" HDPE IRRIG. MAIN ASPHALT NEW 8" HDPE IRRIG MAIN ` East Pine Street - S OVER -z_ . co CONCRETE � u ~ i s DIRT z s DIRT z GRAVEL I3'r " i LAWN _AWN CB WV FH I LAWN \\ 0 LAWN s LAWN— � GRAY w cn ∎ \ ¢ LIGH , _r \ ce ELEC BOX T ,C Z CONC S/W I x x x ¢ ro ® I - CONC S/W o ¢ CONC S/W v 0 x x x F- �— - -- -- -- --x x _ x... x _ _r x8 o r -----, F U (i w LAWN LAWN 3 v - - w II I LAWN \ X I w z 1 401 S. 4th St. 401 1/2 S. 4th St. > " �1 GARAGE 402 S. Naches Avenue 1 3 _ 1 401 S. Naches Garcia 1 Morales ® i i Mancera i 3 1 Grenz m • I P EL T g JOB NUMBER: DATE: CITY O F YAK I MA SHEET ' o� w v `�?' 0405 09-20-06 Huibregtse, Louman Associates, Inc. ti P <i '� , FILE NAMES: 15 DWG GENERAL 308 IRRIGATION SYSTEM CIVIL ENGINEERING • LAND SURVEYING • PLANNING / ; } ,, PLAN: DRAWING: 04056 04056 53. 3. 801 North 39th Avenue :•Yakima, WA 98902 e' PROFILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966 - 7000 4 FAX (509) 965 - 3800 / �g /� DESIGNED BY: MTB PLAN SHEET 21 I EXPIRES p"„' 6, 2002 I REVISION DATE ENTERED BY: KDY 315 S. Naches Avenue I "ol I 316 S. 6th St. I 1 I 315 S. 6th St. 603 E. Pine St. g . a in Malone I I Jordan 1 1 Godinez 1 Huerta 1 g I w 0 H CONCRETE 1 w v ( 1 I 1 1 2- I w - _ — — J .c r, 6 - - - - 1 W ( - - I _ _ _ _ J d I - _ O S ' (� VAULT o ro 20 40 N - - C - - - - -1 --+ w i- Q ® 0] 0 2" GAS SERVICE 0 U ® w w • ■ ® HMA N N �■ SOLLARDS N o 2 v -s DIRT- s DIRT --z_ N5 R EPAIR // - r MN ® I UP TYPE 2 % ( a 3X w Q U /J X EX. 8" WATER EX. 8" WATER TER 6 N -u:. EX. 8" WATER -w w w w w w w w w w w w w w w 9 - w w e' E w w w w w w w w w w w w w w w w --s-ASPHALT--e_ ;1-A, w II 8 +00 59 +00 sASPHALTz 60 +00 - I m e " 61 +00 - - __S-ASPHALT---e_ 62 +00 - p 1 - - - - I - w I - - ! - - u7 - Iii iii ), •11 14 ' i•�•a_�..– r-- .aitiiva - - _. -- - it NEW 8" HDPE IRRIG. MAIN -I� ` East Pine Street NEW 8 HDPE IRRIG. MAIN C , 1 " ; ' Il ' " • Y ' 1 ' j . , ` � a i Q ¢ 0 SIGN • DIR� 0 3 w /// j H. w v) DIRT z N N s LAWN z CCB:' CD w Q tAWN --a -- CONCRETE LAWN a GRA w w ASPHALT 3 U ' 0 3 II c0 Z Z W ro Z co CON CRETE X z X x x x x `°a z x F - x --x -- x -- z -- x – x –x x - -x Ur DIRT w 3w i -- -- -- -- -- IL H i', s ij x 402 S. 6th St. 1 1 3 401 S. 6th St. 1 1 x 401 S. Naches Avenue I m 1. 1 1 1 I Grenz I c Ie I Rodriguez I I Harris I I 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND N8 OPEN CUT AND INSTALL APPROXIMATELY 45 ® OPEN CUT AND INSTALL APPROXIMATELY 50 EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD FROM RESIDENCES AND BUSINESSES AT ALL TIMES. L.F. NEW 6" HDPE PIPE. REMOVE EXISTING L.F. NEW 3" HDPE PIPE. INSTALL NEW 6" x LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN IRRIGATION PIPE AND VALVE. CONNECT TO 3" REDUCER AND CONNECT TO EXISTING SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO 0 STA. 57 +75 TO STA. 67 +10±, OPEN CUT AND EXISTING 6" PVC PIPE WITH FITTINGS AS WOOD PIPE WITH FITTINGS AS REQUIRED. CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR INSTALL APPROXIMATELY 935 L.F. NEW 8" HDPE REQUIRED. REMOVE EXISTING PIPE AND VALVE. MATERIAL DIFFERS FROM THAT SHOWN. PIPE. REMOVE EXISTING IRRIGATION PIPE. 0 LOCATE PUMP STATION DISCHARGE PIPE ® INSTALL NEW SERVICE CONNECTION AT 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS 0 INSTALL NEW 8" x 6" HDPE CROSS, (2) EA. 6" LOCATION. OPEN CUT AND INSTALL EXISTING SERVICE LOCATION, OR AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH R.S. GATE VALVES AND VALVE BOXES, AND 6" x APPROXIMATELY 20 L.F. NEW 6" HDPE PIPE DIRECTED BY THE ENGINEER. SEE DETAILS. EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3" HDPE REDUCER ON NORTH LEG. FROM PUMP STA. TO NEW 8" HDPE PIPE. CONNECT TO EXISTING SERVICE PIPE WITH CONNECT TO PIPES WITH FITTINGS AS FITTINGS AS REQUIRED. 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE 0 OPEN CUT AND INSTALL APPROXIMATELY 50 L.F. REQUIRED. TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT INSTALL NEW 8" x 6" HDPE REDUCER AND ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NEW 3" HDPE PIPE. REMOVE EXISTING IRRIGATION ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE PIPE AND VALVE. CONNECT TO EXISTING 3" WOOD INSTALL NEW 8" x 8" x 6" HDPE TEE, (1) CONNECT TO EXISTING 6" FLG GATE VALVE. STAVE PIPE WITH FITTINGS AS REQUIRED. EA. 6" R.S. GATE VALVE AND VALVE BOX, SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. AND CONCRETE BLOCKING. IIID INSTALL NEW 8" x 6" HDPE TEE, (1) EA. b 1 I u' c,• e 6" R.S. GATE VALVE, VALVE BOX, AND 316 S. 7th St. 1 I 315 S. 7th St. Lt g ,/, P T o;. CONCRETE THRUST BLOCKING. > B ravo 1 1 Gonzales �� 314 / 316 S. 8th St. " o ? REMOVE AND RECONSTRUCT APPROX. 10 I H urst 2 1/2 z �'. � y 0 � �/ppp���,,,���f3wo m 1 • • a rn � o I ® DRAIN TO �� _ . 1 � . - . • o ) L.F. CONCRETE CURB AND GUTTER AS Pw o a – 1 w w � I ®: MANHOLE / /�• ro REQUIRED FOR CONSTRUCTION. w - -- -- -- – w ¢ IV C I ' C Ln " 0 L ouc ouc ouc ouc ouc ouc ouc ou. �� 1 oL ouc ouc oU I - c � � ' 1 "'' OLD UNION CANAL — w a) s ® REPAIR N • f� X 2" GAS .. > , •1 ouc O,1 TYPE 2 ^ I N w w IRR. PUMP / *4 CB® j% �' vJ ` xJ/j ---ASPHALT--z_._ EX. 8" WATER EX. 8" WATER —w w w w w w w a- w w -w � m WV w w w —w w w w w w w . w w w © w w w /w 4 r 33 +00 Y-ASPHALTZ_ 64 +00 - e - - 65 +00 - - ASPHALT 00 - IL - . 67+00 _ Sta_67 +80.48 • • • �� ° EX 6" STL 1 n ; .II. Y . , . F l �� - s ine ree NEW 8 " HDPE IRRIG. MAIN �.. -;,, -` WVS" wow 6 . a w N w z - .v ."�� �i l i t ° -/=° -'�✓:' ... jj I r -- x z x 'ice CB . i 5: ?1,; „w i l i P - --_ 1 j` 4 LI 'tr i i 1x \ w H w 3 LA » � Q = \� i --K 4 ,� N G RAVEL - -SLAWN z c CB® 1 - �' ?rte Gl c, / GARDEN --- I Q / �'t \ ; U i )A7.\`;'--",y-s- a ` l,, _ x x__ x x_ x _ x �1�( � SIGN-- � i � �� -- -- - — — -- 0•. -- -� — —N= -- - -- 402 S. 7th St. i £ WV FH 1 401 S. 7th St. I 1 �N 8 SHED 402 S. 8th St. cT Rodriguez I I Thompson I � c I Iv Taylor I G�T% JOB 040 UMBER: 09 NUMBER: SHEET Hulbregtse, Lowman Associates, Inc. ' �° -_ Y �� . ' _ FILE NAMES: CITY OF YAKI MA 16 CIVIL ENGINEERING • LAND SURVEYING • PLANNING ,� �,' DRAWING: 04056S3.DWG GENERAL 308 IRRIGATION SYSTEM PLAN: XXXX.DWG 801 North 39th Avenue •:•Yakima, WA 98902 .., , PROFILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966 -7000 + FAX (509) 965 -3800 NAL E� DESIGNED BY: MTB 21 � 'MOP DESIGNED SHEET I EXPIRES f".. 6, 2008 1 REVISION DATE ENTERED BY: KDY iti I 1 1 I 1 1 I 1 1 1 1 1 I 1 1 1 I 1 o a I– (5 EA.) (1 A') w '0°) z (OUT) (OUT) TYP. ® (OUT) 1t G ' 1, -I-0 w w 1 404 S. 2nd St. I N6 I 408 S. 2nd St. 1 410 S. 2nd St. 1 412 S. 2nd St. 1 414 S. 2nd St. 1 416 S. 2nd St. I 5 N 1 5 0 2 S. 2nd St. ° o 10 20 40 406 S. 2nd St. a- LIJ I Oliver I I 1 1 w I ASPHALT ver M illiron Milliron Dewitt Dewitt Dew F- U L. 1 1 Draper Dickinson I p L x GAT I x Diki I J ASPHALT CONCRETE GRAY o a -1 + � ASPHALT BUILDING CONC 3 GATE ASPHALT UP GRAVEL GRAVEL �� - - _ 16" WOO DL..... U vJ \ U. z x _ x x -. x---L IV _ 1 GATE _� GATE GRAVEL 1 6 WOOD U' ' D N � ■ �RAVEL 16 WOOD O - T UT UT— .T EL -. RR EHii} RR RR ' y � „ - EX R W � RR RR RR RR RR ii#iit -ate o _ FY 2 A ■ dIN !171! si1I.2` ; I e I(. ss s EX. ,,j R R 8 ;E ER 104+ 0 S G • �, +0ffi��� IlVdCiIC�C� _ . V VI 8 s� 101 I Q6 —ss IS ss - s 10� —ss s s GAS is 4 -s �>s' �— a- ur —«�st af° SSi -- mot � ” --r X. 2 f I _GAS, - O 1 T- -SIT UT - -�:T UT UT UT UT - 0'T UT UT UT UT UT—UT UT UT UT— uT UT UT JT UT- 11i�UT W —all . s T UT UT UT 0 x __ I _GATE 1 ja UP x __ x x� x -o-UP GRAVEL x x_ x _ x SUP z x x x A NC ORF— UP o- x x GRAVEL - Z \ o DENOTES PROPOSED - - 0 Q A SPHALT { ASPHALT GATE ASPHALT - BUILDING ACCESS PIT LOCATION N ASPHALT ASPHALT Q ¢ Z }– FOR INSERTION /RECEIPT S. 1st St. 405 S. 1st St. 407 S. 1st St. ® ®i 407 S. 1st St. 0 Ca 1 1 ° 501 S. 1St St. u' OF NEW PIPING. w I 1 I 1 2 Q Dra er z ACTUAL LOCATIONS z 1' Peterson I Peterso I Peterson I Peterson 1 1 p =I POPOSED 0 (OUT) (OUT) (OUT) (OUT) I (OUT) BY x _ x x _ 1– I 1 a AND 1 1 1 1 1 I 1 ENGINEER RPRIOR B O THE CONSTRUCTION. 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 THE CONTRACTOR SHALL MAINTAIN () STA. 109 +10 TO STA. 119 +05, SLIPLINE FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACCESS TO AND FROM RESIDENCES EXISTING 16" PIPES WITH NEW 14" HDPE ACTUAL FIELD LOCATION. THE CONTRACTOR SHALL VERIFY AND BUSINESSES AT ALL TIMES. PIPE. SEE SHEET 18. EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 0 STA. 100 +00, E. TO STA. 109 +10, N8 REMOVE SECTION OF EXISTING PIPING AS IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. SLIPLINE EXISTING 16" PIPES WITH REQUIRED FOR INSERTION /RECEIPT OF NEW APPROXIMATELY 910 L.F. NEW 14" 14" HDPE PIPE. INSTALL NEW 14" R.S. GATE 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS HDPE PIPE. VALVE AND VALVE BOX. APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY 0 INSTALL NEW SERVICE CONNECTION 0 INSTALL NEW 1 –INCH SERVICE CONNECTION. THE ENGINEER. AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER. ®i STA. 100 +70± TO STA. 104 +40± AND STA. 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS SEE DETAILS. CONNECT TO EXISTING 105 +20± TO STA. 109 +20±, PROVIDE GRAVEL WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT SERVICE PIPING WITH FITTINGS AS SURFACE REPAIR FULL WIDTH OF ALLEY. REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE REQUIRED. RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. (10 EA.)I 1 I ( I I 1 1 I ___ I m w I TYP. 1 1 I I I I 1 1 -- – -- 1 - � co a 0 co CO CO I N6 I I I I I I 1 N8 1 1 c� o 1--- '� O o w w - p 0 - 1 106 E. Beech St. a) c w N N m I I Bekey 3 w 0 10 20 40 E N 1 ' 1 I 1 1 - w 1 1 �m N �� I 1 508 S. 2nd St. 1 510 S. 2nd St. i 512 S. 2nd St. 514 S. 2nd St 516 S 2nd St 1 + 1 HMA ® 1, o 0 o Elder Mendoza Ea nest Br'ght Holmes N I � Q TYPE 1 BLDG ; REPAIR co Lo ' GRAVE BLDG ( BLDG ASPHALT GRAVE GARA I D IRT i T GARAGE x V _x_ x GAT. GATE IV — - - IV,- GA E I - - x AN HOR x z _ x z GRAVEL - - - - UPS -1- - . - GRAVEL -1' = L t - - UP (T6 WOOD ' - GRAVEL SUP 16" D.I. itAY; _ _ ,, • I _ ° - "P la. II✓fMaE+l•R I Is •� Ili#lHiRh!H-�+1 a- ++I- �+IR�{lfHtlRlf}}i Fi' I f - l+•i1 11 11 FIRS-ihl' 11. RR 1 '# II✓!i{fH7•R+litfl' -' •R +R✓F + 0• +00 .0 10: +00 \ISY 6111:D1CR7�1 ar rei I! /_U\ 0)--f-op � el. 1210.!1 1 . 1 Ja lll►re leisr[ru► 1 +00 5 — - c— SS— �SS�SS�S---55 S. $S 1 5 f s Q UT T - :T© .T V ��• T T UT� - -UT UT UT T UT�T T UT UT UT Jr T VT UT UT r --%T ■ • , T ---' -i 5 ci, T L T UT T U T1T�T�T UT --jr T-- �T - - -UT IUT UT UT UT UT T T or , r —UT U O f �GRAVEL - - �tJ - _ U Pfl_ - - x GRAVEL _ UPS - - — ®— • P _ _ — F - - GM "GNr = TE + x_ - - x � ANCHOR GM SIGN' v) V s N - - - �M N w BLDG GRAVEL BUILDING ASPHALT BUILDING o Q I a = 0 BUILDING w Z 505 S. 1st St.. 509 S. 1st St ® 513 S. 1st St. 515 S. 1st St. m a ° 601 E. Beech St. -_1 ASPHALT 1 N10 I I I P15 < 1 1 i 1 Elder 1 Elder I Poulin I Poulin I a 1 Zimmer a (OUT) I (OUT) I (OUT) I (OUT) 1 1 (OUT) ELT & J NUMBER: DATE: SHEET �G�o 04056S3 09-20-06 CITY OF YAKIMA Hnibregtse, Louman Associates, Inc. ` — FILE NAMES: 17 ;" �� — DRAWING: 04056S3.DWG GENERAL 308 IRRIGATION SYSTEM -., 4 0k CIVIL ENGINEERING •LAND SURVEYING •PLANNING — PLAN: XXXX.DWG ' 801 North 39th Avenue :•Yakima, WA 98902 ��3 : O PROFILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS OF (509) 966 - 7000 +FAX (509) 965 -3800 S I - T. ,a! b DESIGNED BY: MTB PLAN SHEET ENTERED BY: KDY . (EXPIRES y..... s, 1008 I REVISION DATE 21 m Cn 1 REPAIR 1 I I I 1 cn a) o f— D I TYPE 1 1 1 I 1 1 1 o w o 1 (8 EA.) 1 1 1 1 1 1 0 Q m N 0 O 0 TYP. 0 10 20 40 HMA 0 ° w ∎I /n 00 ® +� v) REPAIR IR 1 702 S . Second St . 1 ca N 1 608 S. Second t.1 S. Second St. 614 S. Second St. 616 S. Second St. 1 Kobe Properties 0o 0 0 co 1 1 — 1 I I E 1 TYP 10 Y Garcia Blitz B'ItZ Britz 1 . 1 0 BUILDING ASPHALT BUILDING BLDG o eime GRAVEL BUILDING GRAVEL BUILDING ASPHALT 'F'' w 13-(n v - PLANTER BLDG rrn^ z GM m H IV GATE x — x VJ ° — W� '� a0 smarm — — — ■ — ■ — . ..1.6 " — — z ■ �� _ — I V UPS a — UP' OOD Q - - UP o • i ., v t- ■ _ a _ �� •, 6R 4•444•1444•44-1•141-M11) W s :: x � GY � ..��y ' p fY -f- + . —1 ' .:._ _.• j :" \I' lir I 'itee3flilamr — " is r �r s ', —.1...__,' �� — - HP 115 +■ � s ��j 1►LR_. X`99 16 +00 ss ss 3 0 ivy !�■i■PORaiwiT i■ - •r ur _— - Lr ur .imm r r 'r V� r r---0, UT UT- 2 s A . 1 . ". r UT UT __ f SPHAL r ur r UT-UT UT- r �---u �r ur ur r 0 0 0 — — — _x —x— UP __;— — — — — — — UPS — — — — GRAVEL UP , — ■ T..':: — ■ ■— — — `+ x / UP s Q co ASPHALT GM BUILDING ASPHALT GRAVEL GM V GM BUILDING v BUILDING GM BUILDING CO <, _ ,. w z ® GM 1 a Z z 1 1 BUILDING BUILDING 1 a N ¢ 1 701 S. 1 st St. I 703 S. 1st St. 1 _ S. 1st St. 0 I 607 S. 1st St. 1 609 S. 1st St. 611 S. 1st St. ' , . 1st St. /E. R. ce St. I S. 1st St. /E. Race St.1 LL• < W 1 Nalewajek 1 Nalewajek 1 Dwell Corp. 0 1 Edmistin Garrison Speidel Speidel Speidel (ouT) (ouT) (ouT) (OUT) 1 (OUT) (OUT) I (ouT) 1 (OUT) 1 1 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 THE CONTRACTOR SHALL MAINTAIN 0 LOCATE TRANSITION FROM EXISTING 16" FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACCESS TO AND FROM RESIDENCES WOOD STAVE TO EXISTING 12" PVC PIPE. ACTUAL FIELD LOCATION. THE CONTRACTOR SHALL VERIFY AND BUSINESSES AT ALL TIMES. REMOVE WOOD STAVE PIPE AND FITTINGS EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE AS REQUIRED FOR INSERTION /RECEIPT OF LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 0 STA. 109 +10 TO STA. 119 +05, NEW 14" HDPE PIPE. INSTALL NEW 14" x IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. SLIPLINE EXISTING 16" PIPES WITH 12" HDPE REDUCER, 12" R.S. GATE VALVE APPROXIMATELY 995 L.F. OF NEW AND VALVE BOX, (2) EA. 12" 45° ELBOWS, 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS 14" HDPE PIPE. FITTINGS AS REQUIRED FOR CONNECTION APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL I EXSTING 12" PVC PIPE, AND CONCRETE MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY N6 INSTALL NEW SERVICE CONNECTION TO BLOCKING. THE ENGINEER. AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER. 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS SEE DETAILS. CONNECT TO EXISTING WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT SERVICE PIPING WITH FITTINGS AS REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE REQUIRED. RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. 1 I 1 / (OUT) / / W I / / > .j m -3 7 1 1 1 i HMA / / / N 0 o 1 1 I REPAIR 41!" © o ro 20 40 CL (OUT) (OUT) (OUT) TYPE 2 / DENOTES PROPOSED �� 0 7 10 S. Second St. / N7 / 'C a / ACCESS PIT LOCATION cn S 712 S. Second St. _ / Q� 1 1 1 S. Second St. N / FOR INSERTION RECEIPT co ° 1 Kobe Properties 1 Gatewell, Inc. I S & S Partnership / O /T OF NEW PIPING. 0 GRAVEL AN IOR ACTUAL LOCATIONS O m — ASPHALT BLDG BUILDING GA E GATE BUILDING / �'/ SHALL BE PROPOSED a it �� >ia A� D �•R / U AND APPROVED BY THE 7. ASPHALT (16" WOOD 115 +00 Kw 1;�- H-I [2PF 'RR_ I(. MAIN 4 118 +OO - sASPHALT-z ss WOOD Yy ,� ` T Ur �r r '' ur- --,r -UT ' E T --UT UT Ur h''y8#.9%.6z ENGINEER PRIOR TO ,y 0 CONSTRUCTION. r r ur Ta, UT- UT UT-UT uT - te r F�fs u __ � i N -r— )G•S SERVC / LA GRAVEL GM'S BUILDING GM V / z BUILDING / ° 1 1 709 S. 1st St. ® 713 S. 1 1st St. / 0 ._" Q 1 D well Corp. S & S Partnership / Q z � /Q. / (OUT) I (OUT) / y // • �L T. g JO B NUMBER: DATE: SHEET � ,,,,,,..„ 4 „ 9 0405653 09 -20 -06 CITY OF YA K I M A t it s Huibregtse, Louman Associates, Inc. w , FILE NAMES: 18 ` r _ DRAWING: 04056S3.DWG GENERAL 308 IRRIGATION SYSTEM CIVIL ENGINEERING • LAND SURVEYING • PLANNING � ,�:��� � PLAN: XXXX.DWG 801 North 39th Avenue .1. Yakima, WA 98902 .4,40 PROFILE: XXXX.DWG PHASE 2 /STAGE 3 IMPROVEMENTS of (509) 966 -7000+ FAX (509) 965 -3800 7ONALTT 1/1104 DESIGNED BY: MTB PLAN SHEET 21 IEXPIRES y..v. 6, 2 006 1 REVISION DATE ENTERED BY: KDY N W o N s a o ice w — 1 — ° - �IIV 816 S. Eighth St. 1 N 3 1 HMA 815 S. Eighth St. 1Q" ° 1 816 S. Ninth St. 0 • 815 S. Seventh St. w e Herrera j Q N I Habitat for Humanity 1 X W 1 REPAIR O Lozano 1 I Tellez w ' W ,, I .� I TYP 2 N I__ _ – – I L� N HMA s -- -- -- -- - -- -- -- -- -- -- - Mil 1.11.1=1.111 0 J J (Je I. � %/ D _ _ 0 10 20 55 x3 w , EX. 8 SEWER _S— _s-ASPHALT SS MH • ss ss ss ss �� " ss ss ®. ss ss HMA �� Ex Ss WER ss ss ss ss ss s- ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ` ;s ®H YP E s � s - ASPHALTZ- EX. 22" SEWER O REPAI TYPE 2_ — ra +oo – — _ P Avenue I S ASPHALTz_ I ® O ID I,6 +oo — _ — _ . � i s l n +�t N6 – I _ I I , s+ o L 20 +qo — — — �, +oo P (12" Pvc ,imp,. N EW 12 " �IIDPE . wv3 10" WOOD NEW 6" HDPE IRRIG. MAIN NEW 6" HDPE IRRIG. ( ) NEW 8" HDPE IRRIG. MAIN �yv wV w ( w ) w EX. r WAT R w w w 8' WQOD w w w w w w w w o DENOTES PRO -IRR 2" PVC t�Mt RR - �+ Fri+ ' iRlNfl4iH�i4�RR� HDPE 1— it�RRI MAIN FiH�PR�-,4 "�HIHIHIH�RR�tFiH flRii !!%!ii-�it�RR�+FEM�tIfM' RR RR H �+F� /+F POSED _ (10" moo) w w w w (1 a" w000) EX. 6" WATER I�:� ACCESS PIT LOCATION ® UP -o-�NC \ • 91,' I��w1Pl1�1sI • - :: + FOR INSERTION/RECEIPT CONC. S/W CONC. s/W i-+ UP C• C. \� / wM / – \. ; – -RE CAM - RC �'IMFN_ + `^ LAWN CONC LAWN , ^ "GON WM" LAWN CONC LAWN „ J 1 LAWN `" OF NEW PIPING. – – – t vJ GA G'T 1 L ► Q ACTUAL LOCATIONS AN CH U• ® �® s LAWN z CONCRETE s LAWN z -F-1 � / � 3 – I ® I ' " w �ANCH ` SHALL BE PROPOSED 901 So. Seventh St. 1 W 1 %,:, k s,---cf! V FH ® 1 x 806 Pacific Ave. 904 So. Ninth St. z BY THE CONTRACTOR 8 02 So. Eighth St. x 804 Pac f lc Ave. J AND APPROVED BY THE New Destiny Fellowship Q "� Zavala i.0 w ; X McCandless I Guillen ENGINEER PRIOR TO > "N ,N w I 1 a CONSTRUCTION. Q " _ 1 Garcia Q ss Iv}H m 1 I , 1 w 1 IVi I 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND 0 STA. 17 +15 TO STA. 20 +05±, SLIPLINE ® INSTALL NEW 6" x 6" HDPE TEE 90° ELBOW, (1) TAKEN FROM EXISTING CITY RECORDS, AND MAY FROM RESIDENCES AND BUSINESSES AT ALL TIMES. EXISTING 10" PIPES WITH APPROXIMATELY EA. 6" R.S. GATE VALVE AND VALVE BOX, AND VARY FROM THE ACTUAL FIELD LOCATION. THE 290 L.F. NEW 8" HDPE PIPE. CONNECT CONCRETE BLOCKING. CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN 0 STA. 16 +60± TO STA. 17 +15±, OPEN CUT AND TO NEW 12" HDPE WITH NEW 12" x 8" SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR INSTALL APPROXIMATELY 55 L.F. NEW 12" HDPE HDPE REDUCER. 0 INSTALL NEW 6" x 2" HDPE TEE, (1) EA. 2" R.S. TO CONSTRUCTION. NOTIFY THE ENGINEER IF PIPE. REMOVE EXISTING IRRIGATION PIPE. CONNECT GATE VALVE WITH VALVE BOX AND CONNECT TO IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM TO EXISTING PVC PIPE WITH FITTINGS AS REQUIRED. N10 INSTALL NEW 8" x 6" HDPE TEE, (1) EA. EXISTING SANITARY SEWER MANHOLE CONNECTION THAT SHOWN. WITH FITTINGS AS REQUIRED. 6" R.S. GATE VALVE AND VALVE BOX, 8" 0 INSTALL NEW 12" x 6" HDPE TEE, (1) EA. 6" R.S. x 6" HDPE REDUCER ON EAST LEG, AND N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION GATE VALVE AND VALVE BOX, AND CONCRETE ® INSTALL NEW 6" HDPE 90° ELBOW, (1) EA. 6" LOCATIONS, AS APPROVED BY THE ENGINEER. BLOCKING. CONCRETE BLOCKING. R.S. GATE VALVE, VALVE BOX, AND CONCRETE SURFACE REPAIR TYPE SHALL MATCH EXISTING ® BLOCKING. CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE N7 OPEN CUT AND INSTALL APPROXIMATELY 30 L.F. OPEN CUT AND INSTALL APPROXIMATELY ENGINEER. 25 L.F. NEW 6" HDPE PIPE. REMOVE NEW 6" HDPE PIPE. REMOVE EXISTING IRRIGATION INSTALL NEW SERVICE CONNECTION AT EXISTING EXISTING IRRIGATION PIP AND IRRIGATION PIPE AND IRRIGATION VALVE. CONNECT TO EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE WOOD STAVE PIPE WITH FITTINGS AS REQUIRED. VALVE. CONNECT TO EXISTING PIPE WITH 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE WOOD SEE DETAILS. CONNECT TO EXISTING LOCATIONS WERE TAKEN FROM CITY UTILITY MAP FITTINGS AS REQUIRED. SERVICE PIPING WITH FITTINGS AS REQUIRED. RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. 0 OPEN CUT AND INSTALL APPROXIMATELY 50 L.F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NEW 6" HDPE PIPE. REMOVE EXISTING IRRIGATION ® STA. 20 +05 TO STA. 24 +65±, SLIPLINE ® REMOVE AND RECONSTRUCT APPROX. 10 L.F. REPAIR AND /OR REPLACEMENT RESULTING FROM PIPE AND IRRIGATION VALVE. CONNECT TO EXISTING EXISTING 8" PIPES WITH APPROXIMATELY CONCRETE CURB AND GUTTER AS REQUIRED FOR DAMAGE TO THE SEWER MAIN AND SERVICES FROM WOOD STAVE PIPE WITH FITTINGS AS REQUIRED. 460 L.F. NEW 6" HDPE PIPE. CONSTRUCTION. THE CONTRACTOR'S ACTIVITIES. I w . N ce 1 1 < -I-. I I 1 i m 816 S. Ninth St. N Q 815 S. Ninth St N TJ 816 S. Tenth St. i N w e < Tellez W I ;g Dawkins — Bustos o < G) S _ 3 -- w -- -- -- -- -- 0 10 20 40 -- -- -- j 7 �11 -- -- -- -- v � " i — = m ao ">I `^ VJ a ;_ SS 8= SEW SS =5 EX. s " GAS __ __ =s =_ _= ss =_ __ __ __ __ _= s= 55 =_ __ __ __ © ��, 07- L 2 Pacific Avenue g •� N - ASPHALT Z a ® _a- ASPHALT-a ® " LL O 22 00 HMA I 2 3 +00 +00 25 +00 — – I N N — — —I — REPAIR – – I – – — – 4-24 — – _ – , – – I z +o – NEW 6" HDPE IRRIG. N13 TYPE 2 3 Wv (8" wow) NEW 6" HDPE IRRIG. MAIN GRAVEL ., i g wI RR RRRR RR ��. �R�.R �i� p- w� wW00D,) w w �� • w w w w w w w m w w w w w w w w w w w w w w w w w — w w w w w w —w w w w —w —w \ \ w 'n + EX. 6 WATER WV WV wv EX. 6' WATER w w E 2' r^ n N - - GASH I V )I .� •FH LAWN "WM WM I - WPI - SIGN WM CONC. S W UP MB UP CONC. S/W WM w - - - - - - - - , 1 N + • - LAWN I vJ � N11 LAWN LAWN LAWN HMA \ ♦� i : I w w a I REPAIR " ,- z C o 1 902 Pacific Ave. 1 904 Pacific Ave. 1 906 Pacific Ave. 1 912 Pacific Ave. O TYPE 2 I 904 S. Tenth St. J — °E–. 1 ( I 1 1 1 Montes de Oca Villegas Larios Chappell Rodriguez la ‘,1 F-- 1 , >J \ �I I 1 ),, ;1 0) f I I ��EL w T B JOB NUMBER: DATE: SHEET 9. — 0405653 09 -20 -06 CITY OF YAKIMA Hulbregtse, Lonman Associates, Inc. �~ ° ' '- FILE NAMES: GENERAL 308 IRRIGATION SYSTEM 19 ` CIVIL ENGINEERING • LAND SURVEYING • PLANNING FN — DRAWING: 04056S3.DWG PLAN: XXXX.DWG 801 North 39th Avenue ¢•Yakim ,�, a, WA 98902..O PROFILE: XXXX.DWG PHASE 2 / STAGE 3 IMPROVEMENTS — (509) 966 -7000 + FAX (509) 965 -3800 ON ECG S/M/ 6 DESIGNED BY: MTB PLAN SHEET 21 EXPIRES ' 6, 2 006 REVISION DATE ENTERED BY: KDY 3/4" WEBSTONE LOW PRESSURE GARDEN w VALVE (BENT HOSE) NO. 30213, OR -- � z APPROVED EQUAL. n :I NOTE: FOR NON- VEHICLE TRAFFIC AREAS LENGTH VARIES 18" OR 12" OR La SEE PLAN AS DIRECTED AS DIRECTED x w NOTE: FOR VEHICLE TRAFFIC AREAS cc LOCATING WIRE SECURED 3/4" GALV. - Ln TO SIDE OF VALVE BOX AS PIPE ' < CONCRETE VALVE BOX APPROVED BY ENGINEER I EXISTING CAPS TO BE PROVIDED _ 1 1/2" HMA GROUND BY THE CITY. • CL 3/8 "• C IRON L ID W ` J' I PG 64 -28 PAVED AREAS UNP AVED AREAS "IRR" OR IRRIGATION" ±I t P _ FINISHED GRADE 1 x F CL 3000 CEMENT w MIN. 6" THICK IF I _II P EIII GI I II I 11 0 CONCRETE FULL FINISHED GRADE CL 3000 CEMENT CONCRETE 1EI1 ''� � .L11- "' z 3/4" GALV. o DEPTH OF PVMT. 'I5 • NOTE: VALVE BOX TYPE VARIES. PIPE COUPLING w j��� LESS 1 1/2" �� ;,, ;,;` w I•_ I� I FOR LAWNS OR m USE TYPE 1 IN ALL TRAFFIC AREAS ,,, ••• I I d le It UNSURFACED AREAS, � z AND TYPE 2 IN NON- TRAFFIC AREAS. - - „ - 0 SEE DETAILS. x w cc `iK G 7// /P � \ I W II i 'II n. F INSTALL I CH C P PVC ✓ ¢ rn II; > t i. III LENGTH AS REQUIRED. 0 3/4" HDPE TAPPING 40 L ~ z y�. � UPPER SECTION SLIDING 1 R .IIo .I_ cc CONNECT SEE SERVICE SERVICE SADDLE FUSED 0 cc L 'd') 5-‹ YPE C .I. VALVE BOX -1 La v RICH MODEL 940 -B, SADDLE CONNECTION DETAIL. N 1 �� /i 8- IN HIGH) - 11 3/4" SERVICE PIPE SDR -9 i LOWER SECTION CTS 200 LB POLYETHYLENE 3/4" GALV. TEE ' � OR EQUAL. TYPICAL W/ 3/4" HDPE x M.I.P. THREAD " RE VARIES) SLOPE TO DRAIN SLOPE TO DRAIN ADAPTER 1.4:01 i BANDS, CITY VALVE P 1;1 :' gli d _ -. M IN. 2 EA. \ \_3/4" /4" CURB STOP VALVE FOR CUSTOMER VALVE PE PIPE FORD B66 -333 -G 3/4" CURB STOP VALVE FOR P iH ill SEE TYPICAL SERVICE OR APPROVED EQUAL. PE PIPE FORD B66 -333 -G INSTALLATION DETAIL NOTE: ALL SERVICE OR APPROVED E SEE TYPCAL SERVCE CONNECTIONS SHALL BE INSTALLATION DETAL 3/4" UNLESS OTHERSE NEW HDPE SERVICE LATERAL. SHOWN ON THE PLANS. EXTEND FOR CONNECTION TO EXIST. SERVICE PIPING. EXISTING PIPE ‘1.■■0 TYPICAL SERVICE INSTALLATION MATERIALS MAY VARY. USE FITTINGS TYPE 1 VALVE BOX TYPE 2 VALVE BOX NOT TO SCALE AS REQUIRED FOR A COMPLETE, LEAK NOT TO SCALE NOT TO SCALE PROOF CONNECTION. NOTE: BANDS SHALL CAST IRON LID W/ 1 1/2" HMA CL 3/8" BE AS MANUFACTURED "IRR" OR "IRRIGATION' BY SERVICE SADDLE 3/4 INCH HDPE MANUFACTURER, OR SAW FULL OF PAYMENT LINE LIMIT FOR ALL SERVICE SADDLE I. STAINLESS STEEL HM I. 2- ri SECT LESS 1 1/2 ". TRENCH SURFACING REPAIR FUSED CONNECTION. BANDS AS APPROVED I _ 1' -0" PIPE O.D. + 24" 1' -0" BY THE ENGINEER. ;,:; ; ; I MAX. MAX. <N ^ ` ^ i yiviiti- BANDS, -lit TOP OF SUBGRADE MIN. SEE DETAILS FOR EXISTING 1 MIN. 2 EA. 6" MIN UPPER SECTION SLIDING r SURFACING REPAIR RECEIVING r LOWER TYPE C.I. VALVE BOX ALTERNATE BACKSLOPE AT PIPE. / INSTALL SEALANT SECTION (RICH MODEL 940 -8, 18- INCHES HIGH) Z w " / / CONTRACTOR 'S OP110N BETWEEN NEW AND 1 i w ' �� EXISTING PIPING. (RICH MODEL R -36 ■ VALVE w a 7/ THE CONTRACTOR SHALL BE NEW HDPE 36- INCHES HIGH) M 2 a >// / RESPONSIBLE FOR ALL TRENCH IRRIGATION NOTE: PROVIDE EXTENSION z z i;/ BACKFILL BEYOND THE LIMITS MAIN. 1 PIECE WHERE REQUIRED N / SHOWN INCLUDING WIDER TRENCH SECTION WII_WIII� FOR VALVE BOX. a w w F . SEC11ONS RESULTING FROM LAYING m = a w BACK TRENCH SIDES AT THE REMOVE SECTION RICH MODEL 044, '-"ww / CONTRACTOR'S OPTION. NO OF EXISTING IN PAVEMENT 12- INCHES HIGH) w d MEASUREMENT OR PAYMENT WILL RECEIVING PIPE. NATIVE BACKFILL OR z / BE MADE BEYOND THE PAYMENT CONTRACTOR SELECT BACKFILL AS LIMIT. SHALL PROTECT DIRECTED BY THE ENGINEER. CAST IRON LID W/ NATIVE MATERIAL SHALL BE USED NEW PIPE AND IRR" OR IRRIGATION" FOR BACKFILL EXCEPT ROAD , 1' -0" 1' -0" 6" THICK CLASS CROSSINGS SHALL BE BACKFILLED : WITH SELECT BACKFILL AS DIRECTED REMOVAL OF USE CARE IN MIN. MIN. EXISTING I i 2' - , 3000 CEMENT CONCRETE LL RECEIVING PIPE. z 0 BY THE CITY. EXISTING PIPE. _ I i (WOOD STAVE gJp�: ��`y V. N PIPE ZONE DETECTABLE MARKING TAPE PER 1 SHOWN) � � NcA( . X ♦♦ w I II-II, ��� A / -' a _ SECTION 9 -15.18 REQU FO R ALL - �j L d I - I 6" MIN. E PIPE INSTALLATION BY TRENCHING I ,IIHIs�_'� 111 �' _ = . UPPER SECTION SLIDING , Y )1 -0 CRUSHED SURFACING TOP COURSE i ! �''�,'� LOWER TYPE C.I. VALVE BOX (RICH MODEL 940 -B, 18- INCHES HIGH) SHALL BE USED FOR PIPE ZONE �����'� BANDS, SECTION j MATERIAL. , ,,,'I 1�� MIN. 2 �p • NEW IRRIGATION MAIN OR SERVICE (RICH MODEL R -36 VALVE EA. N�. ) NOTE: PROVIDE EXTENSION i�0 UNE. _ I I' ' '1' I I II II 36- INCHES HIGH PIECE WHERE REQUIRED • ~ %* / �* 9 . �✓ / EHI ' I 1 ,_1 1 _ _, 11- r -rr ' _ ' FOR VALVE BOX. SUITABLE EARTH FOUNDATION •11 I I -111,= PI PE L -11fr1 " iii I -' (RICH MODEL 044, BEDDING NOT IN PAVEMENT 12-INCHES HIGH) SEALANT NEW HDPE IRRIGATION TYPICAL TRENCH SECTION PIPE IRRIGATION MAINLINE VALVE BOX NOT TO SCALE SERVICE R TO SCALE ADDLE CONNECTION DETAIL NOT TO SCALE • AEL , . , ,r JOB NUMBER: 09 -20-06 SHEET Hulbregtse, Lowman Associates, Inc. - ° l 7 %. _ C ITY O F YAKI MA lip DRAWING: NAMES: GENERAL 308 IRRIGATION SYSTEM 20 CIVIL ENGINEERING • LAND SURVEYING • PLANNING tYakima, WA 98902 #13 3487 PHASE 2 / STAGE 3 IMPROVEMENTS OF 801 North 39th Avenue �, V. (509) 966 -7000 •:- FAX (509) 965 -3800 ONAL 0 9/11/19A DESIGNED BY: MTB 21 EXPIRES 9,,.,. 6, 2008 REVISION DATE ENTERED BY: KDY DETAILS EXISTING PAVEMENT EXISTING GRAVEL HMA PATCH SURFACING DEPTH SURFACING DEPTH PAYMENT LIMITS ' VARIES GRAVEL REPAIR VARIES PAYMENT LIMITS 1' -0" EXCAVATION 1' -0" 1' -0" _ PAYMENT LINE 1 (MIN) . 1 —°" 4 EXCAVATION / . 1 1 PAYMENT LINE (MIN $ SYMMETRICAL ABOUT q OF PIPE ��� iiiiiiiiiiriiiii�iiiiiiiiiiiiiii iiiiiiiiiii rir # iirii HMA REPAIR, TYPE 1 • ALLEYWAYS, DRIVEWAYS, AND HOT MIX ASPHALT A. 3" CRUSHED SURFACING ,/, /\ OTHER AREAS DIRECTED BY .� //�%` ' 1K TOP COURSE THE ENGINEER. �� CRUSHED SURFACING , ALTERNATE BACKSLOPE • 3" HMA CL 3/8" Y/ TOP COURSE AT CONTRACTORS OPTION _ -.*--ALTERNATE BACKSLOPE • 6 CSTC 8� SELECT BACKFILL AT CONTRACTORS OPTION (BASE COURSE) HMA REPAIR, TYPE 2 HOT MIX ASPHALT SURFACING GRAVEL SURFACING STREETS AND OTHER AREAS DIRECTED BY THE ENGINEER. UNSURFACED REPAIR NOTES: • 6" HMA CL 1/2" PG 64 -28 PAYMENT LIMITS 1. CONTRACTOR SHALL BE RESPONSIBLE • 12" SELECT BACKFILL (CSBC) FOR ALL TRENCH SURFACE RESTORATION 1' -0" EXCAVATION 1' -0" 1 1' -0" PAYMENT LINE I EXISTING GROUND BEYOND THE PAYMENT LIMITS SHOWN, INCLUDING WIDER TRENCH SECTIONS RESULTING FROM LAYING BACK TRENCH i� j N \ SIDES AT THE CONTRACTORS OPTION. NO A / \� � � \\' MEASUREMENT OR PAYMENT WILL BE MADE 12" (MIN.) SILT MATERIAL FREE FROM FOR SURFACE REPAIR BEYOND THE PAYMENT ROCKS. STORE IN STOCKPILE WHEN LIMITS. REMOVED DURING TRENCHING OPERATIONS. �, , REPLACE TO MINIMUM THICKNESS SHOWN. /\ 4 � 2. NO MEASUREMENT OR PAYMENT WILL BE MADE IF EXISTING GROUND SURFACE ADJACENT ✓/ ‘ , / ,/, FOR TRENCH SURFACING REPAIR IN UNSURFACED TO TRENCH DOES NOT INCLUDE SILT `>/\ AREAS. OVERBURDEN, THEN BACKFILL TO SURFACE ��� .ALTERNATE BACKSLOPE WITH NATIVE MATERIAL EXCAVATED FROM "' AT CONTRACTORS OPTION TRENCH. UNSURFACED AREAS SURFACING REPAIR NOT TO SCALE * PANEL SIZE MAY EXCEED 10' WHERE MATCHING *i k * AS DIRECTED BY ENGINEER. MAY VARY EXISTING CONDITIONS OR M '9k a A R /FS DEPENDING UPON GRADE OF SIDEWALK AND AS DIRECTED BY THE q% ' sfe DRIVEWAY BEYOND CURB. ENGINEER. "t i , vs _ _ _ 1 1/2" R CONCRETE I 1 1 i l 2" COMPACTED DEPTH CSTC • . ° 6 1/2" • • CONSTRUCTION m ¢ •� 1 JOINT ... �' .. .. .. .. I • 4" THICK CONCRETE SLAB SECTION AT SIDEWALKS AND OTHER AREAS AS DIRECTED BY THE ENGINEER • 6" THICK CONCRETE SLAB SECTION AT DRIVEWAYS 18" AND OTHER AREAS AS DIRECTED BY THE ENGINEER. 1 2—#4 BARS ALL 6" THICK CONCRETE SLABS SHALL HAVE #4 DEPRESSED - TYPE D REBAR AT 12" O.C. EACH WAY CONC. SLAB SECTIONS - 5 1/2" —.— NOT TO SCALE 1 / 2 " R 2% 1" R. NOTES: 1" BATTER • • '' THROUGH JOINTS WITH 3/8" JOINT MATERIAL 1" R. ,,•- 1/2" R • ' ' SHALL BE PLACED AT 26' INTERVALS. • 1 1/2" DEEP DUMMY JOINTS SHALL BE 6 1/2" SCORED INTO THE CONCRETE AT ALTERNATING ,. , . . ' . • THROUGH JOINTS ON 10' INTERVALS. . EACH SIDE OF AND • • ' AROUND EACH UTILITY ® "V' GROOVES SHALL BE PLACED AT 5' _ INTERVALS. I APPURTENANCE. 18" 1 • • ALL JOINTS "V" GROOVES, AND EDGES • ' ' A SHALL /4" R"BADIIUISHED WITH AN EDGER HAVING SEE PLANS FOR WIDTH AND POSITION OF FULL HEIGHT - TYPE A • • ' SIDEWALK. CONC. SLAB JOINTING STANDARD CONCRETE CURB & GUTTER • • NOT TO SCALE NOT TO SCALE DEL T JOB NUMB DATE: g ER: E: SHEET Huibregtse, Lowman Associates, Inc. � � " . •' D4 °56 F3 09-20-06 C ITY O F YAK I MA t t . ;;;11. . DRAWING NA Sheets.dwg GENERAL 308 IRRIGATION SYSTEM 21 CIVIL ENGINEERING •LAND SURVEYING •PLANNING PHASE 2 /STAGE 3 IMPROVEMENTS OF 801 North 39th Avenue •:•Yakima, WA 98902 / 7 '% 'R� 3 _ (509) 966 -7000 + FAX (509) 965 -3800 `TONAL ECG //MAYO DESIGNED BY: MTB DETAILS 21 IEXPIRES 9w.. 6. 2008 1 REVISION DATE ENTERED BY: KDY i ORIGINAL - CITY OF YAKIMA �' CITY OF YAKIMA � \)c.. WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City Project No. 1R2099 HLA Project No. 04088 d �., e 0 0 0 0 a a d . • a 4::' )tagliol, ". .:,. ez r� � S a,- Construction Contract Specifications & Bid Documents 2301 Fruitvale Boulevard SEPTEMBER 2005 Phone (509) 575 -6020 Yakima, WA 98902 fax (509) 575 -6238 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. / 7 A For Meeting Of 11/7/06 ITEM TITLE: Final Contract Payment for West Yakima Irrigation System Improvement SUBMITTED BY: Water /Irrigation Department CONTACT PERSON /TELEPHONE: Dave Brown, Water & Irrigation Manager -575 -6204 SUMMARY EXPLANATION: This project consisted of sliplining 5,227 feet of new 2 ", 3 ", 4 ", 6 ", 8 ", and 10" HDPE pipes; trench installation of 2,469 feet of new 2 ", 3" 4" 6" and 8" HDPE pipes; pneumatic boring installation of 219 feet of 2" HDPE pipes; pipe bursting installation of 275 feet of 2" HDPE pipes; and directional drilling of 2,355 feet of 2 ", 3 ", 4" and 6" HDPE pipes, 40 new valves, and 249 new services. This work took place in the West Yakima neighborhood area bordered by Summitview Avenue on the north, West Yakima Avenue on the south, North 28 Avenue on the west and Gilbert Dr. on the east. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction cost. Contractor: Trenchless Construction Services Contract Award: 10/25/05 Contract Cost: $648,528.64 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source Irrigation System Improvement APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Accept the project and approve final construction cost. COUNCIL ACTION: Project accepted and final payment approved. City of Yakima WEST YAKIMA IRRIGATION SYSTEM 2301 Fruitvale Boulevard IMPROVEMENT PROJECT Yakima, WA 98902 City Project No. IR2099 HLA Project No. 04088 - C To: Trenchless Construction Services LLC 4103 - 241st Street NE Estimate No. 8 and Final • Arlington, WA 98223 Date: 30 Aug - 06 Item Contract Estimate 6 Estimate 7 Quantity Unit Contract No. Description Unit Quantity Quantity Quantity to Date Price Amount Quantity 1 Mobilization LS 100% 0% 0% 100% $47,000.00 $47,000.00 100% 2 Temporary Traffic Control Devices LS 100% 0% 0% 100% $8,300.00 $8,300.00 100% 3 Clearing and Grubbing LS 100% 0% 0% 100% $8,000.00 $8,000.00 100% 4 Pipe Cleaning and Inspection LF 7,480 119.0 0.0 7180.4 $2.00 $14,360.80 96% 5 Obstruction Removal EA 20 0 0 1 $50.00 $50.00 5% 6 Access Pit EA 26 -8 0 26 $800.00 $20,800.00 100% ft 7 Slipline 10 -Inch HDPE Pipe LF 135 0 0 143 $47.00 $6,721.00 106% 8 Slipline 8 -Inch HDPE Pipe LF 1,320 0 0 1,305 $19.00 $24,795.00 99% m 9 Slipline 6 -Inch HDPE Pipe LF 2,000 0 0 1,774 $14.00 $24,836.00 89% d l 10 Slipline 4 -Inch HDPE Pipe LF 380 0 0 390 $16.00 $6,240.00 103% 11 Slipline 3 -Inch HDPE Pipe / LF 2,600 0 0 822 $9.00 $7,398.00 32% 12 Slipline 2 -Inch HDPE Pipe 2 LF 1,045 0 0 793 $9.00 $7,137.00 76% ` p 13 Trench 8 -Inch HDPE Pipe LF 660 0 0 657 $30.00 $19,710.00 100% al 14 Trench 6 -Inch HDPE Pipe LF 770 0 0 257 $22.00 $5,654.00 33% 15 Trench 4 -Inch HDPE Pipe LF 895 0 0 8 $22.00 $176.00 1% p 16 Trench 3 -Inch HDPE Pipe LF 1,200 0 0 1,489 $18.00 $26,802.00 124% . a 17 Trench 2 -Inch HDPE Pipe LF 285 0 0 58 $21.00 $1,218.00 20% •E 18 Pipe Bursting for 2 -Inch HDPE Pipe LF 275 0 0 275 $11.00 $3,025.00 100% = 19 Pneumatic Boring for 2 -Inch HDPE Pipe LF 205 0 0 219 $15.00 $3,285.00 107% 20 Shoring or Extra Excavation, Class B LS 100% 0% 0% 100% $1,200.00 $1,200.00 100% 21 10 -Inch Gate Valve EA 1 0 0 1 $2,500.00 $2,500.00 100% 22 8 -Inch Gate Valve EA 3 0 0 3 $1,600.00 $4,800.00 100% 23 6 -Inch Gate Valve EA 12 0 0 12 $1,300.00 $15,600.00 100% 24 4 -Inch Gate Valve EA 8 0 0 6 $950.00 $5,700.00 75% 25 3 -Inch Gate Valve EA 7 0 0 7 $800.00 $5,600.00 100% 26 2 -Inch Gate Valve EA 11 0 0 11 $600.00 $6,600.00 100% 27 Blow -off Assembly EA 6 0 0 4 $1,600.00 $6,400.00 67% 28 Service Saddle EA 270 15 0 249 $260.00 $64,740.00 92% 29 Service Valve for Lawns EA 172 6 0 226 $190.00 $42,940.00 131% 30 Service Valve for Pavement EA 98 -2 0 22 $260.00 $5,720.00 22% G: \PROJECTS\2004 \04088 -C \WEST YAK IRR WORKSHEET SF 1 Item Contract Estimate 6 Estimate 7 Quantity Unit Contract No. Description Unit Quantity Quantity Quantity to Date Price Amount Quantity 31 Service Lateral LF 2,800 22 0 2603 $3.00 $7,809.00 93% 32 Existing Service Removal EA 40 3 0 23 $175.00 $4,025.00 58% 33 Asphalt Pavement Repair, Type 1 SY 325 190.4 0 520.35 $18.00 $9,366.30 160% 34 Asphalt Pavement Repair, Type 2 SY 1,650 18.84 0 18.84 $28.00 $527.52 1% 35 HMA Overlay TON 70 0 0 196.57 $105.00 $20,639.85 281% 36 Gravel Surface Repair SY 1,450 1847 0 1847 $3.00 $5,541.00 127% 37 Sodded Lawn Repair SY 350 267 0 267 $10.00 $2,670.00 76% 38 Topsoil TON 60 3.5 0 10.5 $14.00 $147.00 18% 39 Cement Concrete Curb and Gutter LF 235 0 0 28 $15.00 $420.00 12% 40 Concrete Slab, 4 -Inch SY 50 10.8 0 13.58 $24.00 $325.92 27% 41 Concrete Slab, 6 -Inch SY 25 0 0 5.1 $32.00 $163.20 20% cj 42 Crushed Surfacing Top Course TON 830 9.76 0.00 287.51 $17.00 $4,887.67 35% S . 43 Select Backfill TON 1,280 23.09 0.00 768.07 $17.00 $13,057.19 60% 44 Minor Change FA Est. $0.00 $5,243.60 $ 12,017.87 $10,000.00 $12,017.87 120% CO SUBTOTAL, CONTRACT WORK $478,905.32 ma c) 1 See Change Order No. 2, C2 -4 y 2 See Change Order No. 2, C2 -3 d = ns CHANGE ORDER NO. 1 C1 -1 2" Directional Drilling in lieu of Open Trenching LF 280 0 0 375 $ 38.83 $14,561.25 134% a C1 -2 4" Directional Drilling in lieu of Open y Trenching LF 755 0 0 769 $ 40.68 $31,282.92 102% C1 -3 6" Directional Drilling in lieu of Open Trenching LF 760 0 0 630 $ 41.00 $25,830.00 82% ; a SUBTOTAL, CHANGE ORDER NO.1 WORK $71,674.17 CHANGE ORDER NO. 2 C2 -1 Pneumatic boring of 3 /" service lines in landscape and hardscape areas, as directed. LF 400 335 0 1082 $20.00 $21,640.00 271% C2 -2 Pneumatic boring of %" service lines in roadway areas, as directed. LF 200 65 0 217 $20.00 $4,340.00 109% C2 -3 2" Directional Drilling in lieu of Open Trenching between Gilbert Drive and Barge Street LF 148 0 0 148 $38.83 $5,746.84 100% C2 -4 3" Directional Drilling in lieu of slip , lining between 26th and 27th Avenues. LF 480 0 0 433 $39.43 $17,073.19 90% SUBTOTAL, CHANGE ORDER NO.2 WORK $48,800.03 G:\PROJECTS\2004 \04088 -C \WEST YAK IRR WORKSHEET 8F 2 Item Contract Estimate 6 Estimate 7 Quantity Unit Contract No Description Unit Quantity Quantity Quantity to Date Price Amount Quantity SUBTOTAL AMOUNTS $599,379.52 8.2% STATE SALES TAX $49,149.12 TOTAL AMOUNT $648,528.64 LESS AMOUNTS PREVIOUSLY PAID $648,528.64 AMOUNT NOW DUE $0.00 Estimate No. 1 $294,118.20 Estimate No. 2 $119,007.39 Estimate No. 3 $112,306.47 cS Estimate No. 4 $67,439.31 Estimate No. 5 $28,363.85 cifF Estimate No .6 $21,619.85 es Estimate No .7 $5,673.57 Estimate No. 8 $0.00 `o I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. IINK. Michael T. Battle, PE x ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09.9 of the WSDOT Standard Specifications. Trencble s Construction Services LLC Date: G:\PROJECTS\2004 \04088•C \WEST YAK IRR WORKSHEET SF 3 NOTARIZED STATEMENT TO THE City of Yakima 2301 Fruitvale Boulevard Yakima, WA 98902 I hereby certify that a) all materials and labor used and performed in the construction of the WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT - Job Number 04088 -C, for the City of Yakima, have been paid in full and there are no liens or other legal actions pending; b) that Trenchless Construction Services LLC has complied with the provisions of Section 1 -07.19 (Gratuities) of the Standard Specifications; and c) All industrial insurance premiums, as required under RCW 51.12.050 (Public Works) and RCW 51.12.070 (work done by contract) have been paid. by ,--° /,' J � . � d oh n c ; �,� / 0 6 ,n , ti) n� - r�ICte-> .�-- Name and Title (Please print or type) Trenchless Construction Services LLC Contractor STATE OF WASHINGTON ) ' ) SS COUNTY OF / C)1om 1) ) SIGNED AND SWORN TO (OR AFFIRMED) BEFORE ME ON pknl 2 /l , 20 , BY \ckho o) `�®®``` A'J t'lt '''' Ce, °a ��gStOM **•71 A `� My p intment Expires C7- / / 05 °eo V 4 v � A 4 *, W Q40881W. YAK IRRIGATION - EST #7 AND FINAL Huibregtse, Louman Associates, Inc. (-) F BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. / 7 A For Meeting Of 11/7/06 ITEM TITLE: Final Contract Payment for West Yakima Irrigation System Improvement SUBMITTED BY: Water/Irrigation Department CONTACT PERSON /TELEPHONE: Dave Brown, Water & Irrigation Manager -575 -6204 SUMMARY EXPLANATION: This project consisted of sliplining 5,227 feet of new 2 ", 3 ", 4 ", 6 ", 8 ", and 10" HDPE pipes; trench installation of 2,469 feet of new 2 ", 3" 4" 6" and 8" HDPE pipes; pneumatic boring installation of 219 feet of 2" HDPE pipes; pipe bursting installation of 275 feet of 2" HDPE pipes; and directional drilling of 2,355 feet of 2 ", 3 ", 4" and 6" HDPE pipes, 40 new valves, and 249 new services. This work took place in the West Yakima neighborhood area bordered by Summitview Avenue on the north, West Yakima Avenue on the south, North 28 Avenue on the west and Gilbert Dr. on the east. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final construction cost. Contractor: Trenchless Construction Services Contract Award: 10/25/05 Contract Cost: $648,528.64 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution _ Ordinance X Other (Specify) Final Contract Payment Contract Mail to (name and address): Funding Source Irrigation System Improvement APPROVED FOR SUBMITTAL: 5 •�`-b City Manager STAFF RECOMMENDATION: Accept the project and approve final construction cost. COUNCIL ACTION: Standard Motion V -B was accepted and final payment approved. City of Yakima WEST YAKIMA IRRIGATION SYSTEM 2301 Fruitvale Boulevard IMPROVEMENT PROJECT Yakima, WA 98902 City Project No. IR2099 HLA Project No. 04088 -C To: Trenchless Construction Services LLC 4103 - 241st Street NE Estimate No. 8 and Final Arlington, WA 98223 Date: 30- Aug -06 Item' 'Contract: Estimate 6 Estimate 7 ` . Quantity , Unit Contract No. ' Description , ' ' Unit Quantity : ` Quantity ' ' Quantity . ' to Date Price Amount Quantity 1 Mobilization LS 100% 0% 0% 100% $47,000.00 $47,000.00 100% T 2 Temporary Traffic Control Devices LS 100% 0% 0% 100% $8,300.00 $8,300.00 100% 3 Clearing and Grubbing LS 100% 0% 0% 100% $8,000.00 $8,000.00 100% 4 Pipe Cleaning and Inspection LF 7,480 119.0 0.0 7180.4 $2.00 $14,360.80 96% a 5 Obstruction Removal EA 20 0 0 1 $50.00 $50.00 5% 6 Access Pit EA 26 -8 0 26 $800.00 $20,800.00 100% nt 7 Slipline 10 -Inch HDPE Pipe LF 135 0 0 143 $47.00 $6,721.00 106% 8 Slipline 8 -Inch HDPE Pipe LF 1,320 0 0 1,305 $19.00 $24,795.00 99% v: 9 Slipline 6 -Inch HDPE Pipe LF 2,000 0 0 1,774 $14.00 $24,836.00 89% 10 Slipline 4 -Inch HDPE Pipe LF 380 0 0 390 $16.00 $6,240.00 103% 11 Slipline 3 -Inch HDPE Pipe 1 LF 2,600 0 0 822 $9.00 $7,398.00 32% 12 Slipline 2 -Inch HDPE Pipe 2 LF 1,045 0 0 793 $9.00 $7,137.00 76% 13 Trench 8 -Inch HDPE Pipe LF 660 0 0 657 $30.00 $19,710.00 100% cj 14 Trench 6 -Inch HDPE Pipe LF 770 0 0 257 $22.00 $5,654.00 33% 15 Trench 4 -Inch HDPE Pipe LF 895 0 0 8 $22.00 $176.00 1% 16 Trench 3 -Inch HDPE Pipe LF 1,200 0 0 1,489 $18.00 $26,802.00 124% 17 Trench 2 -Inch HDPE Pipe LF 285 0 0 58 $21.00 $1,218.00 20% 18 Pipe Bursting for 2 -Inch HDPE Pipe LF 275 0 0 275 $11.00 $3,025.00 100% = , 19 Pneumatic Boring for 2 -Inch HDPE Pipe LF 205 0 0 219 $15.00 $3,285.00 107% 20 Shoring or Extra Excavation, Class B - LS 100% 0% 0% 100% $1,200.00 $1,200.00 100% 21 10 -Inch Gate Valve EA 1 0 0 1 $2,500.00 $2,500.00 100% 22 8 -Inch Gate Valve EA 3 0 0 3 $1,600.00 $4,800.00 100% 23 6 -Inch Gate Valve EA 12 0 0 12 $1,300.00 $15,600.00 100% 24 4 -Inch Gate Valve EA 8 0 0 6 $950.00 $5,700.00 75% 25 3 -Inch Gate Valve EA 7 0 0 7 $800.00 $5,600.00 100% 26 2 -Inch Gate Valve EA 11 0 0 11 $600.00 $6,600.00 100% 27 Blow -off Assembly EA 6 . 0 0 4 $1,600.00 $6,400.00 67% 28 Service Saddle EA 270 15 0 249 $260.00 $64,740.00 92% 29 Service Valve for Lawns EA 172 6 0 226 $190.00 $42,940.00 131% 30 Service Valve for Pavement EA 98 -2 0 22 $260.00 $5,720.00 22% 1 G: \PROJECTS\2004\04088 -C \WEST YAK RR WORKSHEET SF • Item Contract Estimate 6 Estimate 7 Quantity Unit Contract No. Description Unit Quantity Quantity Quantity to Date Price Amount Quantity 31 Service Lateral LF 2,800 I 22 0 2603 $3.00 $7,809.00 93% 32 Existing Service Removal EA 40 3 0 23 _ $175.00 $4,025.00 58% 33 Asphalt Pavement Repair, Type 1 SY 325 190.4 0 520.35 $18.00 $9,366.30 160% 34 Asphalt Pavement Repair, Type 2 SY 1,650 18.84 0 18.84 _ $28.00 $527.52 1% _ 35 HMA Overlay TON 70 0 0 196.57 - $105.00 $20,639.85 281 %> _ 36 Gravel Surface Repair SY 1,450 1847 0 1847 $3.00 $5,541.00 127% 37 Sodded Lawn Repair SY 350 267 0 267 $10.00 $2,670.00 76% 38 Topsoil TON 60 3.5 0 10.5 - $14.00 $147.00 18 %_ 39 Cement Concrete Curb and Gutter LF 235 0 0 28 $15.00 $420.00 12% 40 Concrete Slab, 4 -Inch SY 50 10.8 0 13.58 - $24.00 $325.92 27 % 41 Concrete Slab, 6 -Inch SY 25 0 0 _ 5.1 $32.00 $163.20 20 % 42 Crushed Surfacing Top Course TON 830 9.76 0.00 287.51 $17.00 $4,887.67 35 %_ 43 Select Backfill TON - 1,280 23.09 0.00 768.07 $17.00 $13,057.19 60% c 44 Minor Change FA Est. $0.00 $5,243.60 $ 12,017.87 $10,000.00 $12,017.87 120% tz SUBTOTAL, CONTRACT WORK $478,905.32 'c.a 1 See Change Order No. 2, C2-4 � cio 2 See Change Order No. 2, C2 -3 CHANGE ORDER NO. 1 C1 -1 2" Directional Drilling in lieu of Open E Trenching LF 280 0 0 375 $ 38.83 $14,561.25 134 %_ 01 -2 4" Directional Drilling in lieu of Open - Trenching LF 755 0 0 769 $ 40.68 $31,282.92 102% 01 -3 6" Directional Drilling in lieu of Open Trenching LF 760 0 0 630 $ 41.00 $25,830.00 82% - SUBTOTAL, CHANGE ORDER NO.1 WORK $71,674.17 CHANGE ORDER NO. 2 C2 -1 Pneumatic boring of 3/4" service lines in landscape and hardscape areas, as directed. LF 400 335 0 1082 $20.00 $21,640.00 271% C2 -2 Pneumatic boring of � /." service lines in roadway areas, as directed. LF - 200 65 0 _ __ 217 $20.00 $4,340.00 109 %_ C2 -3 2" Directional Drilling in lieu of Open Trenching between Gilbert Drive and . Barge Street LF 148 0 0 148 $38.83 $5,746.84 100 %_ C2 -4 3" Directional Drilling in lieu of slip lining between 26th and 27th Avenues. LF 480 0 0 433 $39.43 $17,073.19 90% - SUBTOTAL, CHANGE ORDER NO.2 WORK $48,800.03 G.\PROJECT` '13-C \WEST YAK IRR WORKSHEET 8F 2 • Item Contract Estimate 6 Estimate 7 Quantity Unit Contract p Quantity ity Quantity to Date Price Amount Quantity .` No. D ®serf tion U . Quanta Quanta SUBTOTAL AMOUNTS $599,379.52 8.2% STATE SALES TAX $49,149.12 TOTAL AMOUNT $648,528.64 LESS AMOUNTS PREVIOUSLY PAID $648,528.64 AMOUNT NOW DUE $0.00 Estimate No. 1 $294,118.20 Estimate No. 2 $119,007.39 Estimate No. 3 $112,306.47 Estimate No. 4 $67,439.31 Estimate No. 5 $28,363.85 Estimate No .6 $21,619.85 Estimate No .7 $5,673.57 Estimate No. 8 $0.00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. /101! dor �• I 6 11111‘.. Michael T. Battle, PE ACCEPTED: I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09.9 of the WSDOT Standard Specifications. Trenc.s Construction Services LLC Date: G:\PROJECTSV004 \04088 - C\WEST YAK IRR WORKSHEET 8F 3 NOTARIZED STATEMENT TO THE City of Yakima 2301 Fruitvale Boulevard Yakima, WA 98902 I hereby certify that a) all materials and labor used and performed in the construction of the WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT - Job Number 04088 -C, for the City of Yakima, have been paid in full and there are no liens or other legal actions pending; b) that Trenchless Construction Services LLC has complied with the provisions of Section 1 -07.19 (Gratuities) of the Standard Specifications; and c) All industrial insurance premiums, as required under RCW 51.12.050 (Public Works) and RCW 51.12.070 (work done by contract) have been paid by - Ado° N,l O4 n 6( 1 (.e) ne.r / M2h (i 4 Name and Title (Please print or type) U Trenchless Construction Services LLC Contractor STATE OF WASHINGTON . ) • ) SS COUNTY OF h C 1Oi (cS ) SIGNED AND SWORN TO (OR AFFIRMED) BEFORE ME ON t len / b.v& /I , 20 0 , BY \O)rh 0 Y� % � r...... . 4 t � % • ,.. ,!�. ublic -- _ * • .00 OP. My: p,- o Expires C( —// - 9 ct�' • PUBt, a • 1'0.° y „„. aV, 1040881W. YAK IRRIGATION - EST ANAL � �� ST #7 AND Huihregtse, Lowman Associaf.'cs . . ADDENDUM NO. 1 To the Contract Provisions for CITY OF YAKIMA, WASHINGTON WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City Project No. IR2099 HLA Project No. 04088 BID OPENING: October 5, 2005 10:00 a.m. To the attention of all bidders for the above project: The following additions, revisions, and /or modifications are made to the Contract Documents, Plans, and Specifications for this project: CONTRACT AND RELATED MATERIALS ITEM 1 - CONTRACT The second paragraph of Section I shall be replaced with the following: "Work shall start within ten (10) days after the Notice to Proceed and shall be completed by the dates set forth in Section 1 -08.5 TIME FOR COMPLETION of the Special Provisions. The first chargeable working day shall be the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first." ITEM 2 - PERFORMANCE BOND The last paragraph of the Performance Bond, on page 4-4; shall be replaced with the following: "NOW THEREFORE, if the said shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of two years after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect." SPECIAL PROVISIONS ITEM 3 - SECTION 1 -03.4 CONTRACT BOND Section 1 -03.4 CONTRACT BOND shall be replaced with the following: "Add the following: G:\JAN\YAKIMA- JC5 \15.wpd 1 ADDENDUM NO. 1 The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of two years from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Performance Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of two years after final acceptance by the Contracting Agency. The Performance Bond shall be in the form of the Performance Bond document bound in these Specifications." ITEM 4 - SECTION 1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) The second paragraph in Section 1- 05.10(1) shall be replaced with the following: "The Contractor agrees the above two -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after two years but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement." PLANS ITEM 5 - PLAN SHEET 2 OF 24 Revise the fifth sentence of General Note No. 1 as follows: "The Contractor shall visit the project area(s) to note existing conditions, to determine the location of existing features, and to determine the requirements for this Contract in accordance with Section 1- 02.4(1) of the Standard Specifications." This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. Michael T. Battle, ` 4a11111111110) Date Huibregtse, Louman Associates, Inc. 801 North 39`" Avenue Yakima, WA 98902 Phone: (509) 966 -7000 G:1JAN\YAKIMA- JC5115.wpd 2 ADDENDUM NO. 1 CITY OF Y WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City Project No. 1R2099 HLA Project No. 04088 WAS ; ," 2 $- .c$'�� p * EXPIRES 06 /06/06 Construction Contract Specifications & Bid Documents SEPTEMBER 2005 Z:\JAN\S PEC S104088- YK.wpd CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City Project No. IR2099 TABLE OF CONTENTS PAGE NO. SECTION 1 - ADVERTISEMENT FOR BIDS 1 -1 INVITATION TO BID 1 -2 SECTION 2 - INFORMATION FOR BIDDERS 2 -1 INFORMATION FOR BIDDERS 2 -2 SECTION 3 - BID PACKAGE 3 -1 BID PROPOSAL 3 -2 UNIT PRICE BID SCHEDULE 3 -3 BID BOND FORM 3 -5 BID BOND 3 -5 NON - COLLUSION DECLARATION 3 -6 NONDISCRIMINATION PROVISION 3 -7 SUBCONTRACTOR LIST 3 -8 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY 3 -10 RESOLUTION NO. D -4816 3 -11 AFFIRMATIVE ACTION PLAN 3 -12 BIDDERS CERTIFICATION 3 -14 SUBCONTRACTORS CERTIFICATION 3 -15 PROPOSAL 3 -18 BIDDER'S CHECK LIST 3 -19 SECTION 4 - CONTRACT AND RELATED MATERIALS 4 -1 CONTRACT 4 -2 PERFORMANCE BOND 4 -4 SCHEDULE OF WORKING HOURS 4 -6 INSURANCE FORM 4 -7 MINIMUM WAGE AFFIDAVIT 4 -9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS 5 -1 PREVAILING WAGE RATES 5 -2 SECTION 6 - TECHNICAL SPECIFICATIONS 6 -1 STANDARD SPECIFICATIONS 6 -2 SPECIFICATION INDEX 6 -3 Z: \JAN \SPECS \04088 - YK.wpd SECTION 1 - ADVERTISEMENT FOR BIDS Z: \JAN\SPECS \04088 - YK.wpd 1— INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 10:00 a.m. on October 5, 2005, and then be opened and publicly read for the construction of: WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City of Yakima Project No. IR2099 Irrigation system improvements including sliplining approximately 7,500 linear feet of new 2 ", 3 ", 4 ", 6 ", 8 ", and 10" HDPE pipes; open- cutting approximately 3,750 linear feet of new 2 ", 3 ", 4 ", 6 ", and 8" HDPE pipes; bursting /pneumatically boring approximately 500 linear feet of new 2" HDPE pipes; and installing approximately 270 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe and valves; surface restoration including asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. Plans, Specifications, and bid forms are available from Huibregtse, Louman Associates, Inc., located at 801 North 39 Avenue, Yakima, WA 98902, phone number (509) 966 -7000, FAX: (509) 965 -3800, and may be obtained for a fee of $50.00 for each set, non - refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at various plan centers. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a Contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. The City of Yakima reserves the right to reject any or all bids and proposals, and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved, make the award to best serve the interests of the City of Yakima. DATED this day of September, 2005. Karen S. Roberts City Clerk PUBLISH: September 20, 2005 September 21, 2005 Z: \JAN\SPECS \04088 - YK.wpd 1 -2 SECTION 2 - INFORMATION FOR BIDDERS Z:1JAN \ SPECS \04088 - YK.wpd 2-1 INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER "), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 10:00 a.m., October 5, 2005, and then at said office publicly opened and read aloud. Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901. Each sealed envelope containing a BID must be plainly marked on the outside as BID for WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901. All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required. The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postpone- ment thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the BONDS of all except the three lowest responsive BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID BOND. A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney. The party to whom the Contract is awarded will be required to execute the Agreement and obtain the CONTRACT BOND within ten (10) working days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the Z: \JAN \SPECS \04088 - YK.wpd 2-2 OWNER may consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER may make such investigations as deemed necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsive, responsible BIDDER or all bids will be rejected. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout. Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to its BID. Further, the BIDDER agrees to abide by the requirement under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in these Contract Documents. The low BIDDER shall supply the names and addresses of major material SUPPLIERS and SUBCONTRACTORS when required to do so by the OWNER. The ENGINEER is Huibregtse, Louman Associates, Inc., represented by Michael T. Battle, PE. The ENGINEER'S address is 801 North 39th Avenue, Yakima, Washington 98902, phone (509)966- 7000, FAX: (509)965 -3800. Z: \JAN \SPECS \04088 - YK.wpd 2-3 SECTION 3 - BID PACKAGE Z: \JAN \SPECS \04088 - YK.wpd 3 -1 CITY OF YAKIMA 129 NORTH 2 STREET YAKIMA, WASHINGTON BID PROPOSAL • WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT YAKIMA, WASHINGTON City of Yakima Project No. IR2099 To: City Clerk City of Yakima Proposal of (hereinafter called "BIDDER "), organized and existing under the laws of the State of Washington, doing business as (insert "a corporation," "a partnership," or "an individual" as applicable). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT - City of Yakima Project No. IR2099, in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. By submission of this BID, each BIDDER certifies, in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1 -08.5 of these Special Provisions. BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided for in Section 1 -08.9 of these Special Provisions. BIDDER acknowledges receipt of the following ADDENDA: 7 ; 4- 7/ BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum: Z: \JAN \SPECS \04088 - YK.wpd 3-2 UNIT PRICE BID SCHEDULE (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any changes /corrections to the bid must be initialed by the signer of the bid, in accordance with Section 1- 02.5.) CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City of Yakima Project No. IR2099 HLA Project No. 04088 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS West Yakima Irrigation System Improvement Project, City Project No. 2099 1 Mobilization LUMP SUM - - - X = O L € *' G ✓ 2 Temporary Traffic Control Devices LUMP SUM - - - X = orali N ') ' 3 Clearing and Grubbing LUMP SUM - - - © �' 6 00) ' — .- Cleaning . and Inspection LF 7,480 C / � i 5 Obstruction Removal EA 20 X 5? i °C1° 0 ' 7 Slipline 10-Inch HDPE Pipe LF 135 IX , 6 v al 8 Slipline 8-Inch HDPE Pipe LF 1,320 V,,,, a �+g • • - • D- Pipe 000 CPC � _.. . rte .� _ 10 Slipline 4 -Inch HDPE Pipe LF 380 © 11 080 12 Slipline 2-Inch HDPE Pipe LF 1,045 X 0 9-- = ' Air --° : j /l / , or 13 Trench 8 -Inch HDPE Pipe LF 660 ©1In '�, 14 Trench 6 -Inch HDPE Pipe LF 770 © � i � 15 Trench 4 -Inch HDPE Pipe LF 895 11111111111=111111MTA j ," / 6 r„,„ „,„„, II "Lams vv 0 16 Trench 3-Inch HDPE Pipe LF 1,200 IX 18 Pipe Bursting for 2-Inch HDPE Pipe LF 275 IX 19 Pneumatic Boring for 2-Inch HDPE LF 205 eel I 4 - Pipe am' 20 Shoring or Extra Excavation, Class B LUMP SUM - - - nairamt r., 21 10 -Inch Gate Valve EA 1 © m =_ 22 8 -Inch Gate Valve EA 3 � ✓ t� 23 6 -Inch Gate Valve EA 12 © ` � III ✓v 24 4 -Inch Gate Valve EA 8 X tax Z:\JAN\SPECS \04088- YK.wpd 3-3 ITEM UNIT QUANT. UNIT PRICE AMOUNT NO. ITEM DESCRIPTION DOLLARS -CTS DOLLARS -CTS 25 3 -Inch Gate Valve EA 7 X = 26 1 ` ✓ 27 Blow-off Assembly EA 6 IIIIMIZAIIIIM VS= i /v. 28 Service Saddle EA 270 _ 4—, � 29 Service Valve for Lawns EA 172 1111111=M111 & ;. / , '+1'I 31 Service Lateral LF 2,800 ' f 32 Existing Service Removal EA 40 e . „„„„.- ll 33 Asphalt Pavement Repair, Type 1 SY 325 © P EA ,/, XX' / 34 Asphalt Pavement Repair, Type 2 SY 1,650 III �A- `® Ill,/ -`°° MI 35 HMA Overlay TON 70 © � - 36 Gravel Surface Repair SY 1,450 © ni` 1 v, 37 Sodded Lawn Repair SY 350 IX ' /® 38 Topsoil TON 60 / t2-E--'w = . , ., • ���° 40 Concrete Slab, 4-Inch SY 50 X 41 Concrete Slab, 6 -Inch SY 25 111 11 e ct7 17-- 42 Crushed Surfacing Top Course TON 830 " v 43 Select Backfill TON 1,280 © " ll ` �o 0 77 44 Minor Change FORCE Est. X 10,000.00 = 10,000.00 ACCOUNT BID SUBTOTAL ‘70( 0 8.20% STATE SALES TAX ✓ BID TOTAL V 86 i l_ - 4 - /0 41 ey 5- i d . D / P � Z:\JAN \SPECS \04088 - YK.wpd 3 -4 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ , which amount is not less than five percent (5 %) of the total bid. Sign Here pip BON 7 KNOW ALL MEN BY THESE PRESENTS: Thatwe Trenchless Construction Services, LLC , as Principal, and First National Insurance Company of America ag Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the, penal sum of Five Percent (5 %) of Total Amount Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 5th," -- DAY OF October , 20 05 �`ren ' les . Constr . % , Se ' ice., LLC d ncipal _ First Na ional Insuranc/ ompany of America Surety Viki Baum, Attorney -in -Fact 20 Received return of deposit in the sum of $ z\JArtlsHECS \04088 -YK,Wp 3-5 ri ,0 0 POWER "a•" z, OF ATTORNEY Safeco Insurance Companies PO Box 34526 Seattle, WA 98124 -1526 No. 7351 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint * * * ** *MIKE AMUNDSEN; VIM BAUM; JOHN C. BEESON; STEVEN K. BUSH; M. J. COTTON; JIM W. DOYLE; JULIE M. GLOVER; DARLENE JAKIELSKI; JIM S. KUICH; MICHAEL A. MURPHY; LAWRENCE J. NEWTON; NANCY J. OSBORNE; ANDY D. PRILL; S. M. SCOTT; Bothell, Washington * * * * * * * * * * * * * ** its true and lawful attorney(s) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 24th day of May . 2005 Z` j,2y , x Cif4C4/_/ I'r V STEPHANIE DALEY - WATSON, SECRETARY MIKE PETERS, PRESIDENT, SURETY CERTIFICATE Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley- Watson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 5th day of October 2005 at/04Q' e 4.-111 SEAL de • rrd� s N 4, ' 4 STEPHANIE DALEY - WATSON, SECRETARY S- 1049/DF 4/05 Safeco and the Safeco logo are registered trademarks of Safeco Corporation. WEB PDF mffmfalirjm A - • mv me ire& ut PNI *we Eg ;fro mig A CONSTRUCTION SERVICES LLC Street Address: 4103 241 Street NE Phone # (360) 474-0123 Arlington, WA 98223 Fax # (360) 474-0195 Mailing Address: Same as above Mobile # (206) 396-4558 Organizational Structure: L.L.C. Date: 6/17/99 State: WA UBI # 601 961 605 L&I ACCT # 976.985-00 EIN # 91-1981784 SUTA # 084182 00 0 Contractors Licenses: WASHINGTON # TRENCCSOI3MW ALASKA # 28926 OREGON # 154514 Officers / Owners: Title Phone John Gustafson Owner/Manager (360) 474-0123 4103 241 Street NE Arlington, WA 98223 Cleo Callen Owner (360) 366-5000 8024 Dean Dr. Custer, WA 98240 BANKING: Whidbey Island Bank Phone (360) 629-2159 818 North Sunrise Boulevard Fax (360) 629-3579 Camano Island, WA 98282 Attn: James Lonneker 1111 ; 1 SF ity IT CONSTRUCTION SERVICES LLC ACCOUNTING: Perry, Shelton, Walker & Assoc. Phone (425) 562-6899 13555 SE 36 St., #101 Fax (425) 562-6386 Bellevue, WA 98006 Attn: George Walker LEGAL: Belcher, Swanson, Lackey, Doran Phone (360) 734-6390 900 Dupont Street Fax (360) 671-0753 Bellingham, WA 98225 Attn: Chester T. Lackey INSURANCE: BC&S Acordia (Bush, Cotton) Phone (425) 489-4500 PO Box 3018 Fax (425) 489-4501 Bothell, WA 98041-3018 Attn: Mike Cotton BONDING: BC&S Acordia (Bush, Cotton) Phone (425) 489-4500 PO Box 3018 Fax (425) 489-4501 Bothell, WA 98041-3018 Attn: Mike Cotton • 1,7 Eff EN MOIR aff WM ea Eft Ao MR' CONSTRUCTION SERVICES LW SCOPE OF WORK Trenchless Construction Services, L.L.C. provides the following services to our Public and Private Works customers: • Directional Drilling • Trenchless Pipe Replacement • Vacuum Excavation • Underground Utility Construction • • HDPE Fusion Services Trenchless Construction Services, L.L.C. currently operates six horizontal directional drills: a Ditch Witch 2720, two Vermeer D 24X40A's, a Vermeer D 33X44, a Vermeer 50X100A, and A Vermeer 80 x 100A. We own and operate a full line of HDPE fusion equipment, and offer certified fusion service for our clients. Each drill has a full compliment of support equipment, a mini excavator, and vacuum • equipment for disposal of excess drilling materials. Our seasoned crews, updated equipment, and locating technology allow us to install new conduits to 30" in diameter and lengths in excess of 1000'. Our locating technology allows us install gravity sewers to grade, operate at depths to 100' and conduct sub- surface exploratory probing for geo-technical investigation. Trenchless Construction Services, L.L.C. is a licensed installer for the InneReam Trenchless Pipe Replacement System. We have the capability of pipe replacement to 24" diameter and lengths to 800'. Our crews are also experienced in conventional underground utility construction, excavation, and trenching. Although not our specialty, we can perform these services alone or in conjunction with our drilling or pipe replacement activities. ▪ u 4 • . ,:tqj :•:. :•:. Eff 1E7 AVUN aginV ," a ▪ • • `3e7 11 ,rf 7:7 wszigt& CONSTRUCTION SERVICES LLC SAFETY PROGRAM RISK LOSS / SAFETY DEPT. Jenny Millich Trenchless Construction Services, L.L.C. (360) 474-0123 WORKERS COMPENSATION BOARD (WCB) ACCOUNTS: Washington 976.985-00 CORPORATE SAFETY POLICY AND PROGRAM Trenchless Construction Services, L.L.C. is dedicated to providing a safe work environment for its employees, clients, and the general public. To insure a safe and efficient workplace Trenchless Construction Services, L.L.C., guided by its Corporate Safety Policy, administers an aggressive safe work program including: • New Employee Safety Orientation • Weekly Toolbox Safety Meetings • Safety Training Program • Safety Incentives Program • Anti-Drug Prevention Plan • Alcohol Misuse Prevention Plan Trenchless Construction Services, L.L.C. actively complies with the requirements of the Drug-Free Workplace Act of 1988. As a new company we are committed to a process of continuous improvement to lower our current Safety Experience Factor of .62. More detailed information on our Corporate Safety Policy and Safety Program is available upon request. '. ;. p ' . 'v • " raa ra �a gas apt a3 CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Conduit Installations Reference Company: Wilson Construction Company Reference Company Contact person: Greg Newton Phone: (503) 263 -6882 Fax: (503) 263-6946 Scope of Work: Directional Drilling (Electrical) Reference Company: Totem Electric of Tacoma Reference Company Contact person: Bryson Huie Phone: (253) 383 -5022 Fax: (253) 272 -5214 Scope of Work: Directional Drilling (Electrical) Reference Company: Cannon Construction Reference Company Contact person: Fred Hearring Phone: (253) 922 -2787 Fax: (253) 922 -3245 Scope of Work: Directional Drilling (Phone, Cable) •' ■'' ■ ■ . arozsm27WwwfM,ONNagg r •';r CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Conduit Installations Reference Company: Dixon Cable Reference Company Contact person: Leon MacAulay Phone: (253) 863 -6752 Fax: (253) 863 -6794 Scope of Work: Directional Drilling (Fiber Optics) Reference Company: P.U.D. No. 2 of Grant County Reference Company Contact person: Larry Holterhoff Phone: (509) 754 -5022 Fax: (509) 754 -5292 Scope of Work: Directional Drilling (Fiber Optics) Reference Company: P.U.D. No. 1 of Snohomish Cty Reference Company Contact person: John Wright Phone: (425) 347 -4637 Fax: (425) 347-4470 Scope of Work: Directional Drilling (Electrical) . :: 11 1r4 ; ; ••'• • • P1M14.0 ' e n s • gig502Nal 1007 AN . ..E . .% Awmenmxtgl qwwwesemq CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Sewer Main Installations Reference Company: Lozier Homes Reference Company Contact person: Paul Ebensteiner Phone: (425) 454-8690 Fax: (425) . '.-8695 Scope of Work: Directional Drilling (Sewer) Reference Company: City of Bothell Reference Company Contact person: Curt Larson Phone: (425) 486-2768 Fax: (425) 486-2489 Scope of Work: Directional Drilling (Sewer) Reference Company: City of Seattle Reference Company Contact person: Michael Morse Phone: (206) 510-8246 Fax: (206) 684-8581 Scope of Work: Directional Drilling (Sewer) • ' • .,..;Z:S 1 4.977 a ILI sal NV CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Geo- Technical Investigation Reference Company: Tri -State Construction Reference Company Contact person: Ron Agostino Phone: (425) 455 -2570 Fax: (206) 633 -5838 Scope of Work: Directional Drilling (Geological Probes) Reference Company: Shannon & Wilson, Inc. Reference Company Contact person: Roberto J. Guardia, P.E. Phone: (206) 632 -8020 Fax: (206) 633 -6777 Scope of Work: Directional Drilling (Geological Probes) Reference Company: Mill Creek Technologies Reference Company Contact person: George Vernon P.E. Phone: (425) 337 -7062 Fax: (425) 337 -1128 Scope of Work: Directional Drilling (Geological Probes) .•. ,‘E =Xq tkz PY EY . ...I . ex asa aya xsa F.Ja w PE A? , 114aV-.22"Wf WPAric-,,gP. CONSTRUCTION SERVICES LLC REFERENCES InneReam - Trenchless Pipe Replacement Reference Company: Omega Contractors, Inc. Reference Company Contact Person: Gordon Wagster Phone: (425-881-1697) Cell: (425 A A A -6558) Fax: (425-883-4718) Scope of Work: Trenchless Pipe Replacement • c+ — 1;;; AV PI ag AI 0; kg 74 r r Sifg CONSTRUCTION SERVICES LLC REFERENCES InneReam - Trenchless Pipe Replacement Reference Company: City of Mt. Vernon Reference Company Contact person: Allen Steele, P.E. Phone: (360) 336-6204 Fax: (360) 336-6299 Scope of Work: Trenchless Pipe Replacement Reference Company: Rognlin's Inc. Reference Company Contact person: Walter Brown, P.E. Phone: (360) 532-5220 Fax: (360) 532-5761 Scope of Work: Trenchless Pipe Replacement Reference Company: Industrial Resources, Inc. Reference Company Contact person: Jay Follman Phone: (360-856-6700) Fax: (360-856-6777) Scope of Work: Trenchless Pipe Replacement •• :' • �. . .•:� it « r CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Water Main Installations Reference Company: City of Sumner Reference Company Contact person: Alan Lobdell Phone: (253) 826 -9429 Fax: (253) 891 -3292 Scope of Work: Directional Drilling (Water Lines) Reference Company: Colville Tribal Services Corp. Reference Company Contact person: Arkie Andrews Phone: (509) 634 -2537 Fax: (509) 634 -4703 Scope of Work: Directional Drilling (Water Lines) Reference Company: Washington State Parks & Rec. Reference Company Contact person: Lynn Nordloh Phone: (360) 753 -7143 Fax: (360) 586 -4272 Scope of Work: Directional Drilling (Water Lines) CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Sewer Main Installations Reference Company: B. Z. R. Reference Company Contact person: Roger Mebust Phone: (425) 347 -1499 Fax: (425) 347 -1499 Scope of Work: Directional Drilling (Sewer) Reference Company: Washington State Utilities Inc. Reference Company Contact person: Ron Carpenter Phone: (425) 881 -6755 Fax: (425) 881 -2887 Scope of Work: Directional Drilling (Sewer) Reference Company: City of Edmonds Reference Company Contact person: Don Fiene, P.E. Phone: (425) 771 -0220 Fax: (425) 771 -0221 Scope of Work: Directional Drilling (Sewer) II • +`° " , bear 1g3TRVBfitaffa rd 1g7 etz Lmw el§ gra mg 06 CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Water Main Installations Reference Company: City of Enumclaw Reference Company Contact person: Scott Woodbury, P. E. Phone: (360) 825-3593 Fax: (360) 8257232 Scope of Work: Directional Drilling (Water Lines) Reference Company: City of Issaquah Reference Company Contact person: Tony Nguyen Phone: (425) 837- 7 Fax: (425) 837-3409 Scope of Work: Directional Drilling (Water Lines) Reference Company: Patton Residence Reference Company Contact person: Jean Patton Phone: (206) 284-3254 Fax: Scope of Work: Directional Drilling (Water Lines) •.• •& A ahfc Kilyo mism olf He we • • . M °3ri s°h.'B3' F is5 e.4 t1 ill Y'd AQ dze3 CONSTRUCTION SERVICES LLC REFERENCES Directional Drilling - Sewer Main Installations Reference Company: Universal I Land Construction Reference Company Contact person: Jim Bold Phone: (425) 485 -6200 Fax: (425) 4853186 Scope of Work: Directional Drilling (Sewer) Reference Company: Island County Public Works Reference Company Contact person: Phil Cohen, P.E. Phone: (360) 679 -7331 Fax: (360) 678 -4550 Scope of Work: Directional Drilling (Sewer) Reference Company: Frank Coluccio Reference Company Contact person: John Mark Phone: (206) 722 -5306 Fax: (206) 725 -4764 Scope of Work: Directional Drilling (Sewer) EMPLOYEE PROFILE JOHN GUSTAFSON EXPERIENCE 1999—PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC OWNER! MANAGER Responsible for leadership and supervision of all aspects of the business 1996-4999 K81D'K0OUNTA|N CONTRACTORS INC. MANAGER BUSINESS DEVELOPMENT Responsible for Marketing & New Business Development, Horizontal Directional drilling 1063-19g6 ASSOCIATED SAND & GRAVEL CO. INC. V.P. CONCRETE DIVISION - MARKETING MANAGER Responsible for Ready-Mix Division and AS&G Marketing Program, AS&G Quality Council V.P. CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division, AS&G Quality Council MANAGER CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division SALES MANAGER CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division Sales & Marketing Activities SALES - CONCRETE PIPE DIVISION Responsible for Concrete Pipe Division Sales LABORER Worked in a range of activities for the Concrete Pipe, Pre-stress Concrete, & Truck Shop. EDUCATION 1904-1988 UNIVERSITY OF WASHINGTON B.A. Business Administration 19634964 EVERBTCOMK0QN8Y COLLEGE Associates Arts Degree Since 1968 have attended a wide array of continuing education classes provided by industry as well as continuing formal classes at the University level. PROFESSIONAL ASSOCIATIONS American Concrete Pipe Association, Pacific Northwest Pre-Cast Products Association, American Public Works Association, AGC, Utility Contractors Association. EMPLOYEE PROFILE STEVE TORGERSON EXPERIENCE 1999—PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC PROJECT MANAGER/ESTIMATOR AND DIRECTIONAL DRILL LOCATOR Responsible for overseeing all aspects of public and private works projects, estimating and business development, as well as training crew members as Directional Drill Locators. 1998-1999 MID-MOUNTAIN CONTRACTORS INC. LOCATOR/OPERATOR Responsible for locating underground obstructions for the Horizontal Directional Drill 1992-1998 LINCOLN LOGGING OPERATIONS MANAGER/FOREMAN-OPERATOR Responsible for scheduling, safety, purchasing, tracking, coordination of all office and field duties Responsible for operating heavy equipment and crew 1991-1992 VOLT LABORER Pulling out cable and replacing with new cable/fiber duct General labor MACHINERY EXPERIENCE: Horizontal Directional Drill and Locators, Track hoe, back hoe, Log Loader, Dump Truck, Rock Drill, Boom Truck, Dozer, Loaders, Yarders, and possesses a CDL with Air brakes. EDUCATION 1982-1986 SEDRO WOOLLEY HIGH SCHOOL 1989-1990 EL CAMINO COMMUNITY COLLEGE 1991-1994 UNIVERSITY OF WASHINGTON Bachelor of Science — Electrical Engineering Current CPR/First aid Competent Person 40 hour Hazmat EMPLOYEE PROFILE MARK HANDY EXPERIENCE 1999 — PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC HORIZONTAL DIRECTIONAL DRILL OPERATOR/FORE Responsible for the crew and all operations of the Directional Drill 1996 -1999 MID - MOUNTAIN CONTRACTORS INC. FOREMAN /OPERATOR Horizontal Directional Drill Operator Responsible for the crew and all operations of the Directional Drill 1992-1996 EVERGREEN UTILITY CONTRACTORS, INC. FOREMAN /OPERATOR Horizontal Directional Drill Operator 1989 -1992 G & K SERVICES FOREMAN /OPERATOR Horizontal Directional Drill Operator 1986 -1989 VOLT LABORER/FOREMAN Pulling out cable and replacing with new cable /fiber duct Operated cable pulling equipment MACHINERY EXPERIENCE: Horizontal Directional Drill, Track hoe, Back hoe, Loader, Dump Truck, Cable Plow, Hole Hog, Power Ram rod pusher, Trencher, and possesses a CDL w /Air brakes. EDUCATION 19821986 SEDRO WOOLLEY HIGH SCHOOL Current CPR/First aid Competent Person 40 hour Hazmat EMPLOYEE PROFILE FRED MAURICIO EXPERIENCE 2000—PRESENT TRENCHLESS CONSTRUCTION SERVICES, LLC HORIZONTAL DIRECTIONAL DRILL OPERATOR/FOREMAN Responsible for the crew and all operations of the Directional Drill 1998-2000 HAYES DRILLING HORIZONTAL DIRECTIONAL DRILL OPERATOR Responsible for the crew and all operations of the Directional Drill 1995-1998 MANUEL BROTHERS, INC. HORIZONTAL DIRECTIONAL DRILL OPERATOR Responsible for the crew and all operations of the Directional Drill MACHINERY EXPERIENCE: Horizontal Directional Drill and Locators, Trackhoe, Backhoe, Dump Truck, Rock Drill, Boom Truck, and possesses a CDL with Air brakes. EDUCATION 1990-1994 SEDRO WOOLLEY HIGH SCHOOL 1994-1995 SKAGIT VALLEY COLLEGE Current CPR/First aid Competent Person .- . � . ' Status: Active \ Fleet Codes Matching: ~ Equipment List Page 1 Tremohu+as Const. Serv., LLC 10;03/0o09:26 10/03/2005 mmpany,o Equipment Description Model Serial No. License No. Expires Hours Mileage A' 01 2002 Kawasaki G/ORV ATV KVr650A1 JKAVFEA1628523114 237083A 10/09/2004 0 0 A 02 2002 ATV Kawasaki Prairie Prairie JKAVFEB1X281X2B500899 246786& 02/16/2000 0 0 o,.�*osno 1ono CASE uoAosn/snTswoAnosnomLn*n4 xJo0246628 N/A 741 0 Notes: OLD # 430 oAel-10E51 0001 CASE uoAnen/ExTsmoAnosnuoM«x4 xJo0307951 N/A 878 0 Notes: OLD A 431 C '8PAC1 OKADA COMPACTOR VAC200 8828 168 0 COMPTRL1 ATLAS AIR COMPRESSOR 605840 1388LX 05/21/2005 98 0 CUTSAW1 MK DIAMOND 1813H CUT SAW 0 0 D . nx15 1987 PETERBUILT DUMP TRUCK znpsTwo TRACT 1xpxLouxu*ooa1ac1 A1*378w 12m1/2005 402 0 D- . nK16 2003 FORD F650 5 YARD DUMP F650 3FDWF65X63MB02045 237 10.8*2 Notes: Total Weight 40520 DR|LL70 1999 VERMEER DIRECTIONAL DRILL D24X40A |Vnm160Z5X1001028 N/A 5,135 0 Notes: OLD #410 D 171 1oeoox/V|TCn DIRECTIONAL DRILL JET Tn*c272o 2T0726 N/A 3.851 0 Notes: OLD x*11 DRILL72 2000 VERMEER DIRECTIONAL DRILL D24X40A 1379 N/A 3.698 0 Notes: OLD #«12 D 1.L73 2002 VERMEER DIRECTIONAL DRILL D33X44 1vnT18OR621000525 N/A 1.571 0 Notes: OLD #414 D.._L74 2OnVvsnmEsR DIRECTIONAL DRILL D5UX10VA 1VRP170m6V1000183 N/A 1.396 0 Notes: OLD # 41S on/LL75 vsnmEsnooux1uo SERIES o 10e 221 0 D DUMP1 12" ROTORY WELL POINT PUMP V-925 0 0 D DUMP2 FLYGT SUBMERSIBLE PUMP BS 2070 346'6445 1 0 3 PHASE 460 VOLT DWPUMP3 FLYGT SUBMERSIBLE PUMP ea'2070 n^7'no24o PHASE 4mm 1 0 VOLT D PumP4 FLYGT SUBMERSIBLE PUMP oa-2070 328'94e7 1 0 O..pumP5 ITT F[YT SUBMERSIBLE PUMP BS212-3T 0510017 0 0 DWPUMP6 ITT FLYT SUBMERSIBLE PUMP BS212-3T 0510020 0 0 DWPUMP7 ITT FLYT SUBMERSIBLE PUMP BS212-3T 0520027 0 0 E 'RL31 2000 TOWMASTER TILT TRAILER T-40 3880Mx 460 0 Notes: OLD #3U1 EQTRL32 2000 TOWMASTER TILT TRAILER T40 4xmrT2*81L161286 16$9N| 717 0 Notes: OLD #3Ou s 2001 TOWMASTER TILTBED T'40T 4KNTT24271L182064 4677PG 313 0 Notes: OLD #303 e-:nLa^ 2000 TRAIL KING RAMP TRAILER 1TxCO2420vm063956 3539PL 122 0 eQTnL35 2003 ZIEMAN TRAILER 2357o 1m:T36A302zP2*338 3698pX 453 0 Notes: 25 TON E 'RL36 2005 CMB INTERSTATE FB TRAILER 50TDL 1JKTDL5005M006O3O 4362-oH 19 0 Notes: Scale Wgt: 13500.00 FUSMAC1 McElroy Electronic Fu ion U it o06300 140 0 FUSMAC2 CHAIN CLAMP SIDE WINDER FUSION 1000 PSI Gauge 0 0 C09103 p'./mAC3 CHAIN CLAMP SIDEWINDER FUSION C09267 0 0 G 401 Honda O.5'8.8KVVGenerator EM6500 EAPC'10030 1 0 CC: 240'3081 osw02 MULTIQUIP GENERATOR oAC45 7201669 0051mn 12m1o005 161 0 4AGDU1222Xo031054 H 'HVG1 3" ALLIED AIR MISSILE 26 0 uu;01 Mark 5 Locator Mark 5 N/A 0 0 Notes: Receiver #DRRv#7nn Remote #DRRv#41s Charger #D8CV LL ;uz Eclipse Remote Receiver somn00001e75 0 0 Notes: Eclipse Dual Frequency SN 00626198 N rTR20A 2005 GMC YUKON 4x4 YUKON 1mKEK63V55J167087 I DRILL 0 12.609 ✓ TTR21A 2005 FORD F150 PU F 150 1pTpYv14585xs58230 A05587v 08/03/2006 0 3.7e0 mwrTnu2u 2004 FORD F150 PICK UP F150 1prpx14524wc36146 A44e07v 07n2/2005 0 63,983 M|N|EX8O 2002 TAKEUCHI MINI EXCAVATOR T8016 11603731 N/A 1.207 0 Notes: OLD # 440 N1 IEX61 2002TAKEUCHI MINI EXCAVATOR TB018 11603891 N/A 1.072 0 Notes: OLD #441 MINIEX62 2002 TAKEUCHI MINI EXCAVATOR ro01e 116038e2 N/A 1.074 0 Notes: OLD #442 IV IEX63 2003 TAKEUCHI MINI EXCAVATOR T8016 11605323 N/A 689 0 IV 3YSTO1 Vermeer ST'75uA Mixing System 1135 0 0 Notes: 25 HP Kohler Gas Engine 750 Gallon Tank M~TRK10 1979 KENWORTH MIX TRUCK 79 KENW TRACT 904874C A233190 06/04/2005 2.184 403.503 Notes: OLD # 100 M ERK11 1978 PETERBUILT MIX TRUCK 78PETRB TRACT 185112N 19660T 08/31/2006 1.238 260.810 Notes: OLD a 1O3 MKTRK12 1994 FREIGHTLINER MIX TRUCK '94FRHTTRACT 1FUY3ECB4R*417181 A14254N 02o2/2006 2,239 680.716 Notes: OLD # 110 . .. ' • Equipment List Page 2 Tremch ;emaConst_ Sen,..LLC 10/03/0509:26 10/03/2005 mmpanro • Equipment Description Model Serial No. License No. Expires Hours Mileage MXTRK14 1981 PETERBUILT MIX TRUCK '81PETRB TRACT 1xpnoa9X5BP13oz1s x53105P 09m4x2006 2.120 297.188 Notes: OLD #111 M 'RK15 1999 KENWORTH MIX TRUCK 1XKVYD6OnxXJ830248 A41700V 08/31/2006 642 417.935 Pl. ,Enun «^ Through n6' Pipe Rollers war MSP 4-36UR 0 0 Notes: o2 Used 4''Tkm38^Hu MSP4'2ONR Rollers. 10 New /rTmu2o'Pipe Rollers Intermountain Drill PLACOM1 WACKER BS 500 RAMMER PLATE COMPACTOR 0 0 R COM2 WACKER WP 1550 AW PLATE COMPACTOR 0 0 R nLoo 2000 KIEFER REEL TRAILER ICH 6000 1DVDC1210YA0O8437 5875NH 10/15/2005 399 0 Notes: OLD #31O RLrnu81 2000 KIEFER REEL TRAILER ICH 6000 1ovoo1212vvx006438 6899PS 10n8/2005 4e3 0 Notes: OLD # 311 ORIGINAL LICENSE PLATE WAS #5874NH R • RL82 DUO LIFT PIPE TRAILER 840 1563'Rm 04/17/2005 47 0 Notes: Ca ity 7000 lbs GVWR Bed length 30' Width 9V^ S 'Tnm21 2001 F550 1-TON SERVICE BODY '01 FORD FB 1roAr56px1sx2e159 x20765J 12n3/2004 1.330 182 Notes: OLD # 105 S../TRx2o 2002 F550 1-TON SERVICE BODY '02 FORD FB 1FDAF50p42sA40885 A1O120m 10x23u2005 4.223 116.054 Notes: OLD # 108 sn«TRx24 2002 F550 1-TON FLATBED DUMP '02 FORD FB 1FDAr56F12Eo79680 A24858x 02/28m006 3.242 102.369 Notes: OLD#112 S fTnxzs 2002 F550 1-TON FLATBED DUMP '02 FORD FB 1poxp56p62so11975 x51762w 03n3/2006 3,509 114.e53 Notes: OLD w114 GRVTnx36 2002 F550 1-TON SERVICE BODY '02 FORD FB 1F0AF50F22EC73776 A77197P 07/102004 4.314 104.480 Notes: OLD w11n S /TnK27 2002 F550 1-TON FLATBED oc FORD Fo 1FoAF5er22so53269 x4410*n 12/02/2004 2.122 75.860 Notes: OLD #118 SRVTRK28 2005 F350 SERVICE BODY CREW CAB 1Fn^ow31p55sn20599 x24147x 06/28/2006 278 13,4*7 SRYTRK29 2005 FORD F550 SERVICE BODY F550 1FDAF56p35ED35716 48 965 S iPLA1 STEEL PLATES 0 0 S )CON1 Aztec Stora Container xZTEc 0 0 TxEBox1 8x1OALUM TRENCH BOX 0 0 Notes: W/Adj. Spreaders, Finnform Sheeting, and Lift Sling U RuoO 2002 EAGLE UTILITY TRAILER 1o9os26282p694112 9735** 02/12/2006 580 0 Notes: OLD # 312 DBL REEL urrnL91 1994 GLDST UTILITY TRAILER 4nuc*162xST080155 8396RQ 0e/24/2006 64 0 U RL92 2003 WELLS CARGO 6X12ENCLOSED RF6122 1vu4200E2X44050852 4002RE 07m3/2004 16 0 Notes: PURCH FROM SIGNAL TRLR SALES owT77o0# UTTRL93 2004 MIRAGE 8X16 ENCLOSED TRLR Xxteria TA3 5M38E162441012878 8091R 0702/2005 119 0 V' - TnLvo 2000 SPOILS VAC SPV800 SP0|LSVAC#9n1V'4u3SPV 1852Pe 05/17/2005 1.663 0 Notes: OLD #42O MAXEY 1M9EA14M8Y1104728 V. .;TRL41 2000 SPOILS VAC SPV800 aP0uSvwoxOmUo-V7OSPv 8304mE 11/13x2004 2.859 0 Notes: OLD #421 mAXEY1MoEx14MXv11O^OO4 vwnTRL42 2000 VACTRON VAC pMD800GT VACTRON 201799 0433PB 08X0/2005 1.084 0 Notes: OLD #422 AMER TR 1A9AF1821YF495627 ✓ :TRL43 2000 VACTRON WET/DRY PMD800SDT 1A9AF1425YF495880 9922wK 01x08/2004 1.505 0 V*uTnLxa 2000 VACTRON VACPUMP PMD800nDT 1965an 28 0 umznvs1Vumxuo67o 1. 1998 MILLER WELDER 0 0 IA -D802 2001 WELDER 0 0 NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States, that the following statements are true and correct: 1. That the undersigned person(s), firm, association, or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. Z: \JAN\SPECS \04088 - YK.wpd 3-6 NONDISCRIMINATION PROVISION During the performance of this Contract, the contractor agrees as follow: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in • accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. Z: \JAN \SPECS \04088 - YK.wpd 3-7 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City of Yakima Project No. IR2099 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: e Subcontractor Name A.,'- Item Numbers Subcontractor Name o 1" f 0 Item Numbers Subcontractor Name j , Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Bid it numbers to be performed by the prime contractor: e , C ) e Contractor Name Item Numbers / Z: \JAN\SPECS \04088- YK.wpd 3 -8 BIDDER'S DATA FORM The following information will be verified by the City of Yakima. 1. Past experience with similar type work; include names, addresses, and telephone numbers of clients, locations of jobs performed, project descriptions, and contract amounts. 2. Past maintenance services performed on similar systems; include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions. 1 3. Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction. 1,// 4. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications. p 1 5. Provide Washington state Contractor's registration (license) number. EN eC SCE/3fti 171/ NOTE: Complete this Bidder's Data Form and submit with Bid. Failure to submit any or all of the foregoing information will be cause for rejection of the bid affected. Z: \JAN \SPECS \04088 - YK.wpd 3 -9 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities, and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms, and invitations to bid are as widely distributed as possible. Z: \JAN \SPECS \04088- YK.wpd 3 -10 RESOLUTION K0. D - 481 & A. RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for-the City of Yakima WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance cmn7 es with it the obli- gation of contracting with women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize • Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption • of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE Czrz COtNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority ,Business Enterprise Policy", a copy of which is attached hereto and by reference made a par= hereof. ADOPTED BY THE CITY COUNCIL this ..4Z4 day of Q �..__ , 1983. -. . ayor ATTEST: City Clerk 3 -11 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this Contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. Z: \JAN \SPECS \04088 - YK.wpd 3 -12 The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. The contractor shall validate all man specifications; selection requirements, tests, etc. The contractor shall make every effort to promote after - school, summer, and vacation employment to minority youth. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non - segregated. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. Non-cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. Z: \JAN \SPECS \04088 - YK.wpd 3 -13 . - BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will he deemed a part of the resulting contract outs CERTIFICATION c --- -,„ , 4lc - rite e ( that _ ......._____ ,,c 1. It interli.. to use the folio* listed listed construction des ' ) work under the contract i , )(..: 1 .. tj: - Lt. t - e_i >1194 1 _ _ AdyAll ex_5 _ and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, \N n is' ingto area sublet!. to these Bid Condit i ns, the- -ades be) g: .2 'UL ' L • —.0 tz--' ec• - _...—....______ ' -x- ____________ and; ill obtain from each of its subcontractors and submit to the contracting or administering / agncy prior to the a and of any sub-contract under this contract the Subcontractor ( Ce ificatie , required 'y ese Bid Conditions. • A . ,---- Lire o Au onz-d r 4 l 3-14 • r — Subcontractors' Certification is not required at the time of bid. This Certification must by completed by each subcontractor prior to award of any subcontract. SUBCONTRACTORS' CERTIFICATION certifies that (SUBCONTRACTOR) i. It intends to use the following listed construction trades in the work under the subcontract and: As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non- federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the. Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) 5 3 -15 Materially and Responsiveness the certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any cons, act or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a 'responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contraOcr or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed :o be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any c ontracor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. 6 3 -16 Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the imniementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The tendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contraCvng or administering agency or the Office of Federal Contractor Compliance. 7 3 -17 PROPOSAL WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City of Yakima Project No. 1R2099 The Bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND ®° IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addend No.(s) / , , and [GNAT RE ` AUT • - Ill' FI IALS Air t ,e/ IRM NAME /l €hCJ'1je.SS a /S/ (Ch 6erti !c?s Lt (ADDRESS) 4103 :2114 /U 6 gCYro H7/-O/l3 AP-111111)4/ ( PHONE NUMBER %O )47'4 -O FAX NUMBER y - STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER ete ex Lv7 /3 Tit t<,/ FEDERAL ID NO. 91- fed 17 g' / Note: (1) This proposal form is not transferrable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1 -02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. Z: \JAN \SPECS \04088- YK.wpd 3 -18 • BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and surety company unless bid is accom- panied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non- responsive. E. BIDDER'S DATA FORM This form to be completed by the bidder. E. MBE/WBE FORM It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE /WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1 -07.18 (APWA) of the Standard Specifications and Special Provisions. Z: \JAN \SPECS \04088- YK.wpd 3 -19 SECTION 4 - CONTRACT AND RELATED MATERIALS Z: \JAN \SPECS \04088- YK.wpd 4-1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this day of Ock, 20 �� by and between the City of Yakima, hereinafter called the Owner, and - r - z 1 LEsS Cor.isnzo oN 6aVic S, LLC , a Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for the bid amount of: $ ('54, 858. Sao , for WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT - City of Yakima Project No. IR2099, all in accordance with, and as described in the attached Plans and Specifications and the 2004 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in sixty -five .(65) working days. The first chargeable working day shall be the date set forth in the Notice to Proceed or the first day the contractor begins work, whichever comes first. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and every part thereof, except such as are mentioned in the Specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this Contract, except as expressly provided herein. Z: \JAN \SPECS\04088 - YK.wpd 4-2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this 2 5 day of 0 c 20 ,:4e/ )(/ le .s• 1 ,)S ( iv , a Gorporation- ,--- Contractor City Manager 13 : Attest: Ye-6- ‘,..john 61 --' City Clerk r (Please print or type Name) Its eitovi (President, Owner, etc.) Address: 11)63 ,24,0 s o,i 2f Phone: 3V0 60 - Fax: email: Ni 9 L,-,s /4 ire / 1 ZAJAN \SPECS \04088-YK.wpd 4-3 • PERFORMANCE BOND BOND TO CITY OF YAKIMA Bond No. 6364565 KNOW ALL MEN BY THESE PRESENTS: That We, the Undersi ned, Trenchless Construction Services, LLC i nvitd e Liabil a 'omP tpora #ion as Principal and jau National Insurance Company corporation organized and existing under the laws of the State of Washington as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 654,858.86 the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of tlie State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this �. day of ®o , 20 05 Neverless, the conditions of the above obligations are such that: WHEREAS, pursuantto action taken by the Yakima City Council on October 10 ,•20 05 the City Manager and City Clerk of the CITY OF YAKIMA has let car is about to let to the said Trenchless Construction Services, LLC_ the above bounden Principal, a certain Contract, the said Contract being numbered IR2099 , and providing for WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT (which Contract is referred to herein and is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, If the said Trenchless Construction Services, LLC shall faithfully perform all of the provisions of said Contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said Contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and • shall hold said CITY OF YAKIMA, Its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under said Contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. z:emesno8\0-4080elev d 4-4 'Trenc 'less4 onstr. c • on Services, LLC / (Cont cto B ' °� i / to /75:4°)Z„„ (Print Na Approved as to for t- /t - ) (President, Owner, etc (City Attorney) First National Insurance Company of America (Surety) B Viki Baum (Print Name) Its: Attorney -in -Pact SWAN \SpuCB \44086- YK.wtxi 4 - • IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance ". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. �GQ PO Bo POWER OF ATTORNEY Insurance Companies PO Box 34526 Seattle, WA 98124 -1526 No. 7351 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint * * * ** *MIKE AMUNDSEN; VIKI BAUM; JOHN C. BEESON; STEVEN K. BUSH; M. J. COTTON; JIM W. DOYLE; JULIE M. GLOVER; DARLENE JAKIELSKI; JIM S. KUICH; MICHAEL A. MURPHY; LAWRENCE J. NEWTON; NANCY J. OSBORNE; ANDY D. PRILL; S. M. SCOTT; Bothell, Washington * * * * * * * * * * * * * ** its true and lawful attorney(s) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents ��ff this 24th day of May , 2005 Z3'4Ct,' i r C7fd / f STEPHANIE DALEY - WATSON, SECRETARY MIKE PETERS, PRESIDENT, SURETY CERTIFICATE Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley- Watson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of 4 atiidefoxy �vgANCf �.� 1928 .a ; � s STEPHANIE DALEY - WATSON, SECRETARY S- 1049/DF 4/05 Safeco and the Safeco logo are registered trademarks of Safeco Corporation. WEB PDF CSR AS DATE (MMIDDIYYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE CALLE01 10/24/0 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bush, Cotton & Scott LLC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. 0. Box 3018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bothell WA 98041 -3018 Phone:425- 489 -4500 Fax:425- 489 -4501 INSURERSAFFORDINGCOVERAGE NAIC# M INSURED INSURER A: Zuxich American Insurance Co. _ INSURER B: Arch speciality Insurance Comp Trenchless Construction INSURER C: .._-._._.___ Services, LLC 4103 241st Street NE INSURER D: Arlington WA 98223 _.._._..-.-.._._._... -. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSK IRUU'L POLICY EFFECTIVE POLICY EXPIRATION LTR )NSRE TYPE OF INSURANCE POLICY NUMBER i DATE (MMIDDIYY) DATE (MMIDDIYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 UAMAtaC ! U KkN I tD A ! X COMMERCIAL GENERAL LIABILITY CP03696756 ' 09/30/05 09/30/06 PREMISES(Eaoccurence) S 300,000 CLAIMS MADE X ( OCCUR I MED EXP (Any one person) 5 10,000 I X Owner /Cont Prot. V PERSONAL & ADV INJURY $ 1, 000 , 000 IX STOP GAP LIAS GENERAL AGGREGATE S2,000,000 I GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS •COMP /OP AGG $ 2 , 000 , 000 I 1 POLICY ' X PRO- LOC JEC7 AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT $1,000,000 A X ANY AUTO BAP3696757 09/30/05 09/30/06 (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY S X NON -OWNED AUTOS (Per accident) t ! PROPERTY DAMAGE iS (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT IS ANY AUTO OTHER THAN EA ACC I S T � AUTO ONLY: AGO !S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE i S1,000,000 B OCCUR I l CLAMS MADE UPL0001$96 09/30/05 09/30/06 AGGREGATE S1,000,000 S DEDUCTIBLE $ il RETENTION s 10 , 000 S rs • 1 • ` WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS' LIABILITY MONOPOLISTIC STATE E.L. EACH ACCIDENT S ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBEREXCLUDED? SEE STOP GAP - GL THIS CERTIEIGAIFt - EA EMPLOYEE S If yes, cribe under SPECIAL des PROVISIONS below , ! k N •. L + - POLICY LIMIT S OTHER _ PREVIOUS CERTI KATE ISSUED 1 i� DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS IT IS AGREED THAT THE CITY OF YAKIMA, ITS AGENTS, EMPLOYEES, AND ELECTED OR APPOINTED OFFICIALS AND HCTIBREGTSE, LOUMAN ASSOCIATES, INC. ARE INCLUDED AS ADDITIONAL INSUREDS AS REQUIRED BY WRITTEN CONTRACT PER ATTACHED ENDORSEMENT. RE: PROJECT 112099, WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT CERTIFICATE HOLDER CANCELLATION CIYAKIM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL S15S'4XXL[Q ISXMAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF YAKIMA ` 129 NORTH 2ND STREET YAKIMA WA 98901 {fit Aa t�R62 D 'rA ITATIVE ACORD 25 (2001/08) ` © ACORD CORPORATION 1988 • • Additional Insured -- Automatic - Owners, Lessees Or ZURICH Contractors - Broad Form Policy No. Eft Date of Pol. Exp. Date of Pot. Eff. Date of End. Producer Add'L Prem I Return Prem- Q CP03696756 9/30/059/30 /06 THIS ENDORSEMENT CHANGES TEE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. WHO IS AN INSURED (Section if) is amended to include as an insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to additional insureds applies only to "bodily injury", "property damage" or "personal and advertis- ing injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Coverage B, PERSONAL AND ADVERTISING INJURY LIABILITY, but only if: 1. The "bodily injury" or "property damage" results from your negligence; and 2. The "bodily injury ", "property damage" or "personal and advertising injury" results directly from: a. Your ongoing operations; or • b. "Your work" completed as included in the "products- completed operations hazard ", performed for the additional insured, which is the subject of the written contract or written agreement. C. However, regardless of the provisions of paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person or organization: a_ That is not provided to you in this policy; or h. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: I . "Bodily injury", "property damage" or "personal and advertising injury" that results solely from negligence of the addi- tional insured; or U- GL- 1175•A CW (9/03) Page 1 oft Includes copyrighted material of Insurance Services Office, Inc. with Its permission. 2. "Bodily injury ", "property dam age" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying services including: a. The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and b. Supervisory, inspection, architectural or engineering activities. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim: 2. We receive written.notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by an- other insurer under which the additional insured also has rights as an insured or additional insured. F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other in- surance available to any additional insured person or organization unless the other insurance is provided by a contractor other than you for the same operations and job location. Then we will share with that other insurance by the method de- scribed in paragraph 4.c. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as writ- ten. U- GL- 1175 -A CW (9/05) Page 2 of 2 SCHEDULE OF WORKING HOURS In accordance with SECTION 1- 08.0(2) HOURS OF WORK (APWA ONLY), the normal straight time working hours for this project will be from "7 /1 ,7 a.m. to f ,49 p.m., 7 days per week. It is understood that normal straight time working hours shall not exceed 40 hours per week, regardless of the number of days worked per week. All hours worked in excess of 40 hours per week shall be considered as overtime hours subject to the reimbursement provisions of SECTION 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) as modified by the Special Provisions. Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and /or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer /Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. I'1'G'%e// S as? s 12(Cl7Ui'i Co• ack.r Wire ature Date Z:\JAN \SPECS \04088 - YK.wpd 4-6 APr�ils� - t • T y. �: : :. r " '� ISSUi DArE " a THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY ANO AGENT CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 8Y THE ADDRESS POLICIES BELOW. • COMPANIES AFFORDING COVERAGE COMPANY LETTER ' A— VII OR 111. ADMITTED CARRY COMPAMP INSURED '-�T�' 9 A— VII OR BETTER ADMIZkED CARRIER. CONTRACTOR 4r ADDRESS ( `� comma D V .. Lunn 1.0 LITTER E • COVERAGES 1 THIS IS TO CERTIFY THAT THE POLiC2ES OF tNSUftA1ICE L tSTF.D BELOW HAVE BEEN t . rr • INSURED INDICATED. NOTWITHSTANDING ANY REDUIRELIENT. TERM OR COMMON OF ANY .4-1 ; ■ OR OTHER DOCUMENT WITH ESpE TO WHICH TH I ' OR CERTIFICATE MAY BE ISSUED O MAY PERTAIN. THE INS�ANC,'E "JP:CADE° 8 .! ICES DESCRIBED HEREIN IS SUBJECT TO ALL EXCLUSIONS AND CONDITIONS OF SUCH POLICES. WAITS 3IIOAPH •MAY HA • - -I REDUCED BY PAID CLAIMS. HE TERMS CD TYPE OF INSURANCE Ml POLICY )NBBCt 7��' ' POLICY E7[PIRATIOII DATE IMOD/Y•(I BATE IMC M wrrI UNITS A GENERAL UM'S-ITT GENERAL AGGREGATE S 2,000,000 I COMMERCIAL GENERAL LIAJ3A IT7 ABC 123 01/01/93 01/01/94 CLAIMS MADE OCCUR. PROCUC s caMProP AGO. 1 1,000 • PERSONAL & ADV. INJURY s 1, 000 X000 OWNER'S ` CONTRACTOR'S PROT. I PER JOB AGGREGATE a�AMAOE t . first s 1 ,000,000 , FIRE ' MED. IECPF.NEE 50 onn 3 AUTOMOBILE LSABILIrY tAPr a» vm� S S _ (inn X ANY AUTO DEF 456 COMBINED SINGLE t AU. OWNED AUTOS 01/01/93 01J0I /94 uma 1.000,000 SCHEDULED AUTOS (per BODILY , INJURY HIRED AUTOS • - (Per p.runi S NON -OWNED AUTOS BODILY INJURY (Per aeela.rt! $ GARAGE LIABILITY . C- PROPERTY DAMAGE EXCl6! LIANLITY �� \ �� j UMBRELLA pm; AGGREGATE OCCURRENCE S HER THAN UMBRELLA FORM � —• OT - WORKER'] COYPfNBAfON 15 VVV STATUTORY LIMITS Two EACH ACCIDENT 1 s 1,000,000 i A OTHER EMILOYER!• LIAR.IT7 DISEASE POLICY LIMIT S l' t 21 . t t f 04 DISEASE EACH EMPLOYEE ! • 1 I DESCRIPTION of aPERATIONs, ac ONSIYEHICLESPSPECIM. /TEM City of Yakima, its agents, employees, and elected or appointed officials, and Huibre is i Louman Associates, Inc., as additional insured for Project # SR 2099 9 �� i C.'ETsTIFlCATE, HOLDER ' - CANCELLATION i • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANC ' I - !CITY OF YAKII"+.A E� B EFORE THE Dx?IRATION DATE THEREOF, THE ISSUING COMPANY WILL i 129 N. IMO ST. MAR. 20_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE I 7I .RIlKA, WA. 98901 t_ I =o= = AUTHORISED E'I IMPR>ENTATIV$ • I • SIGNED BY AGENT ACORD 25-B (71901 CACORD CORPORATION 1990 4 -7 COMMERCIAL UABIUTY 1ST REPR T CM—ENDORSEMENTS JUNE 1991 POLICY NUMBER: ABC 123 COMMERCIAL GENERAL UA8ILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED-OWNERS, LESSEES -OR CONTRACTORS (FORM 8) ti5P-‘ �� This endorsement modifies insurance provided under the following ( COMMERCIAL GENERAL LIABILITY COVERAGE PART. 1 SCHEDULE 1 Name of Person or Organization. City of Yakima, its agents, employees, and elected or appointed officials, and Huibregtse, Louman Associates, Inc. Of no entry appears above. information required to complete this endorsement will be shown in the Declara- tions as applicable to this endorsement.) WHO IS AN INSURED (Section 'II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. 4 g0 4' Agent Signature Dace CG 20 10 11 85 Copyright. insurance Services Office. inc.. 1984 CG 20 TO 7 t 85 '$ y 4-8 • MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of 20 Notary Public in and for the State of Washington residing Z: \JAN \SPECS \04088 - YK.wpd 4-9 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS Z: \JAN \SPECS \04088- YK.wpd 5-1 • • PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRAC- TOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. Z: \JAN \SPECS \04088 - YK.wpd 5-2 YAKIMA County - Effective: 8/31/2005 -- Page 1 of 9 _ Y Topic Index I Contact Info Se ( Home Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law (RCW) or Rule (WAC) Get a Form or Publication YAKIMA County - Effective: 8/31/2005 Prevailing Wage Rates for Public Works Contracts Select an Effective Date 18/31/05 J I want to look up r Journeyman wages Apprentice wages I want to search (.1 by County r by Trade Please select a county IAdams Click to submit > Journeyman Wages by County YAKIMA County -- Effective 8/31/2005 -- Benefit Code Key Classification Prevailing Overtime Holiday Note Wage Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $27.08 1N 5D BOILERMAKERS JOURNEY LEVEL $44.97 1C 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $33.42 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1_ CARPENTERS ACOUSTICAL WORKER $32.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $39.79 1M 5D CARPENTER $31.84 1M 5D CREOSOTED MATERIAL $31.94 1M 5D DRYWALL APPLICATOR $31.84 1M 5D FLOOR FINISHER $31.97 1M 5D FLOOR LAYER $31.97 1M 5D FLOOR SANDER $31.97 1M 5D MILLWRIGHT $40.79 1M Q PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS $39.99 1M 5D AND WELDING = SAWFILER $31.97 1M 5D SHINGLER $31.97 1M 5D http: / /www.lni .wa.gov/PrevailingWage /jwages /20052 /co39.asp 8/29/2005 YAKIMA County - Effective: 8/31/2005 -- Page 2 of 9 STATIONARY POWER SAW OPERATOR $31.97 1M 5D STATIONARY WOODWORKing TOOLS $31.97 1M 5D CEMENT MASONS JOURNEY LEVEL $30.16 1N 50 DIVERS a TENDERS DIVER $83.19 1M 5Q 8A (JI TLI'UJLR $39 ,37.51 1IV1 50 DREDGE WORKERS ASSISTANT ENGINEER $40.77 1T 5D 8L ASSISTANT MATE (DECKHAND) $40.28 1T 5D 8L BOATMEN $40.77 IT 5D 8L ENGINEER WELDER $40.82 1T 5D 8L LEVERMAN, HYDRAULIC $42.34 1T 5D 8L MAINTENANCE $40.28 1T 5D 8L MATES $40.77 IT 5D 8L OILER $40.40 1T 5D 8L DRYWALL TAPERS JOURNEY LEVEL $28.64 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 ELECTRICIANS - INSIDE JOURNEY LEVEL $43.23 1E 5A ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $ 4t 37 4 a 5 HEAVY ��� EQUIPMENT yr �7w VR 40.J/ °tH 7H JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL LINEPERSON $46.37 4A 5A LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL hn Ini wa gov/ PrevailingWage /iwageg /20052/co39.asp 8 /29/2005 YAKIMA County - Effective: 8/31/2005 -- Page 3 of 9 _ $23.40 1 ELEVATOR CONSTRUCTORS MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $7.35 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $25.36 1N 5D GLAZIERS JOURNEY LEVEL $19.51 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $23.18 1 HEATING EQUIPMENT MECHANICS MECHANIC $13.91 1 HOD CARRIERS Et MASON TENDERS JOURNEY LEVEL $27.56 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION /CLEANING /SEALING OF SEWER Et WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1. HEAD OPERATOR $12.78 1 TECHNICIAN $7.35 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $32.91 1 IRONWORKERS JOURNEY LEVEL $42.82 10 5A LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER Et WATER GENERAL LABORER $27.08 1N 5D PIPE LAYER httn:// www. lni .wa.gov/PrevailingWaie /iwages /20052 /co39.asn R/29/2005 YAKIMA County - Effective: 8/31/2005 -- Page 4 of 9 _ $27.56 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.38 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK $15.45 1 DRIVERS LANDSCAPING OR PLANTING LABORERS $7.63 1 I ATHFRS JOURNEY LEVEL $31.84 1M 5D METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $1n . 31 1 y . v MACHINE OPERATOR $11.32 1. PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $40.58 1R 5A PLAYGROUND a PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS £t PIPEFITTERS JOURNEY LEVEL $49.18 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $38.42 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD £t UNDER) $41.12 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD Et UNDER $41.59 IT 5D 8L 6 YD) BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER $42.13 1T 5D 8L WITH ATTACHMENTS) BACKHOES, (75 HP Et UNDER) $40.71 1T 50. 81, BACKHOES, (OVER 75 HP) $41.12 IT 5D 8L BARRIER MACHINE (ZIPPER) $41.12 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $41.12 1T 5n 8I BELT LOADERS (ELEVATING TYPE) $40.71 1T 5D 8L BOBCAT (SKID STEER) $38.42 1T 5D 8L BROOMS $38.42 1T 5D 8L hitn: // v—w _iiii.wa.gcwiRre"vaiiii gvwa e/iwa.es /20052/co39.asn Xl79l200i • YAKIMA County - Effective: 8/31/2005 -- Page 5 of 9 _ BUMP CUTTER $41.12 1T 50 8L CABLEWAYS $41.59 1T 5D 8L CHIPPER $41.12 1T 50 8. COMPRESSORS $38.42 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $38.42 1T 5D 8L CONCRETE PUMPS $40.71 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM $41.12 1T 50 8L ATTACHMENT CONVEYORS $40.71 1T 50 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $40.71 1T 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $41.12 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM $41.59 1T 5D 8L (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM $42.13 1T 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM $42.68 1T 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $38.42 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $40.71 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM $43.22 1T 5D 8L INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $41.12 IT 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $41.59 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS a $42.13 1T 5D 8L OVER) CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE $42.13 1T 5D 8L TO BOOM CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE $42.68 IT 5D 8L TO BOOM CRUSHERS $41.12 1T 5D 8L DECK ENGINEER /DECK WINCHES (POWER) $41.12 1T 5D 8L DERRICK, BUILDING $41.59 1T 5D 8L DOZERS, D -9 a UNDER $40.71 1T 50 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE $40.71 IT 5D 8L MOUNT DRILLING MACHINE $41.12 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT- $38.42 1T 5D 8L TYPE EQUIPMENT SERVICE ENGINEER (OILER) $40.71 1T 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR $41.12 1T 5D 81_ EQUIP httnr / /www lni wa anv/ PrevailineWaaP /huaapcMinc1/..‘.20 ae„ oi'ni'nnc YAKIMA County - Effective: 8/31/2005 -- Page 6 of 9 - . FORK LIFTS, (3000 LBS AND OVER) $40.71 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $38.42 1T 5D 8L GRADE ENGINEER $40.71 1T 5_D_ at GRADECHECKER AND STAKEMAN $38.42 1T 5D 8L GUARDRAIL PUNCH $41.12 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR $40.71 1T 5D 81., TUGGER. HORIZONTAL /DIRECTIONAL DRILL LOCATOR $40.71 1T 5D 8L HORIZONTAL /DIRECTIONAL DRILL OPERATOR $41.12 IT 5D 8L HYDRALIFTS /BOOM TRUCKS (10 TON a UNDER) $38.42 1T 5D 8L HYDRAL IF TTS /BOOM TRUCKS (OVER 10 TON) $40.71 IT 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $41.59 1T 5D 8L LOADERS, OVERHEAD (8 YD a OVER) $42.13 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $41.12 15 5D 8L • LOCOMOTIVES, ALL $41.12 1T 5D 8L M ECHANICS, ALL $41.59 1T 5D 8L MIXERS, ASPHALT PLANT $41.12 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $41.12 1T 5D 8L (' MOTOR PATROL GRADER (NON- FINISHING) $40.71 1T 5D 8L MUCKing MACHINE, MOLE, TUNNEL DRILL AND /OR $41.59 1T 5D 8L SHIELD OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND $38.42 1T 5D 8L MULCH SEEDING OPERATOR PAVEMENT BREAKER $38.42 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $41.12 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $40.71 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $38.42 IT 5D 8L POWER PLANT $38.42 1T 5D 84 PUMPS, WATER $38.42 1T 5D 81, QUAD 9, D -10, AND HD -41 $41.59 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED $41.59 1T 5D 8L EARTH MOVING EQUIP RIGGER AND BELLMAN $38.42 IT 50 8L ROLLAGON $41.59 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $38.42 1T 50 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $40.71 1T 5D 8L ROTO -MILL, ROTO- GRINDER $41.12 17 50 8L SAWS, CONCRETE $40.71 IT 5_D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $41.12 1T 5D 81.. ntin- / /www ini wa_ unvf PrpvaiiinuwaaP /iwaaeeiiiiiiiiiinni9 asn S/ Q /lCiil YAKIMA County - Effective: 8/31/2005 -- Page 7 of 9 _ ARTICULATING OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $41.59 1T 5D 8L ARTICULATING OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $40.71 1T 5D 8L SCREED MAN $41.12 1T 5D 8L SHOTCRETE GUNITE $38.42 1T 5D 8L SLIPFORM PAVERS $41.59 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $41.12 1T 5D 8L SUBGRADE TRIMMER $41.12 1T 5D 8L TOWER BUCKET ELEVATORS $40.71 1T 5D 8L TRACTORS, (75 HP Et UNDER) $40.71 1_T 5D 8L TRACTORS, (OVER 75 HP) $41.12 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $41.12 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $41.59 1T 5D 8L TRENCHING MACHINES $40.71 1.T 5D 8L TRUCK CRANE OILER /DRIVER ( UNDER 100 TON) $40.71 1T 5D 8L TRUCK CRANE OILER /DRIVER (100 TON Et OVER) $41.12 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER $41.12 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $38.42 IT 5D 8L YO YO PAY DOZER $41.12 IT 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER Et WATER (SEE POWER EQUIPMENT OPERATORS) $0.00 POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.88 4A 5A SPRAY PERSON $32.16 4A 5A TREE EQUIPMENT OPERATOR $32.59 4A 5,4 TREE TRIMMER $30.31 4A 5A TREE TRIMMER GROUNDPERSON $22.76 4A 5A REFRIGERATION Et AIR CONDITIONING MECHANICS MECHANIC $49.18 1Q 5A RESIDENTIAL BRICK Et MARBLE MASONS JOURNEY LEVEL $29.00 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $11.86 1 RESIDENTIAL DRYWALL TAPERS httn:// www. lni .wa.2ov/Prevailin2Wa2e /iwages /20052 /co39_asn R 09 /71-1n5 YAKIMA County - Effective: 8/31/2005 -- Page 8 of 9 _ JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $19.51 113 61 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $8.00 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS Et PIPEFITTERS JOURNEY LEVEL $15.56 1. RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $28.27 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO/TILE FINISHERS ( JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $28.25 2P 51 USING IRRITABLE BITUMINOUS MATERIALS $31.25 2P 51. SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $38.64 1 B 5A SIGN MAKERS £t INSTALLERS (NON- ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS • JOURNEY LEVEL $22.32 1N 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.35 1 SPRINKLER FITTERS (FIRE PRO T Ec: rION) JOURNEY LEVEL $38.05 1R 5Q STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1_ INSTRUMENT PERSON $12.05 1 PARTY CHIEF httn://www.lni.wa.a 8/29/2005 YAKIMA County - Effective: 8/31/2005 -- Page 9 of 9 _ $15.05 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $20.00 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.92 2B 5A HOLE DIGGER /GROUND PERSON $16.22 2B 5A INSTALLER (REPAIRER) $27.74 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $26.90 2B 5A SPECIAL APPARATUS INSTALLER I $28.92 2B 5A SPECIAL APPARATUS INSTALLER II $28.34 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.92 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.90 2B 5A TELEVISION GROUND PERSON $15.39 2B 5A TELEVISION LINEPERSON /INSTALLER $20.45 2B 5A TELEVISION SYSTEM TECHNICIAN $24.32 25 5A TELEVISION TECHNICIAN $21.88 25 5A TREE TRIMMER $26.90 2B 5A TERRAZZO WORKERS a TILE SETTERS JOURNEY LEVEL $26.51 2M 5A TILE, MARBLE Et TERRAZZO FINISHERS FINISHER $22.71 2M 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $33.40 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $30.78 3 61 DUMP TRUCK at TRAILER $30.78 3 61 OTHER TRUCKS $30.78 3 61 TRANSIT MIXER $30.78 3 61 WELL DRILLERS at IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 it WELL DRILLER $17.68 1 • About L &i I Find a job at LEI Information en espanoa I Site Feedback 11- 800 -547- `° 8367 ? Wash State Dept. of Labor and Industries. Use of th site is subject to the taws of the state of Washington. Access Agreement j Privacy and security statement ; Intended use /external content policy Staff only link httn:// www. lni. wa. aov/ Prevailin2Wa2e /iwazes /20052/co39.asn R/79/7005 • Benefit Code Key - Effective 08 -31 -05 -- Page 1 of 6 _ Topic Index I Contact Info I Se " ° Home Safety Claims E Insurance Workplace Rights Trades Et Licensing • Find a Law (RCW) or Rule (WAC) Get a Form or Publication Get or Renew a License Electrical Benefit Code Key - Effective 08 -31 -05 apprenticeship Factory-Built Structures Overtime Codes Elevators Overtime Calculations are based on the hourly rate actually paid Contractors to the worker. On public works projects, the hourly rate must be Plumbers not less than the prevailing rate of wage minus the hourly rate of Prevailing Wage the cost of fringe benefits actually provided for the worker. +D The Basics 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY 2 Prevailing W.ge Rates OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE - O Look Up Rates HALF TIMES THE HOURLY RATE OF WAGE. • Printable Rates What Jobs Must Be Paid A. All hours worked on Saturdays, Sundays and holidays shall be paid at Prevailing Wage? one and one -half times the hourly rate of wage. D How to a Wawa B. All hours worked on Saturdays shall be paid at one and one -half times the O Intents a Affidavits hourly rate of wage. All hours worked on Sundays and holidays shall be paid D ern coyer Responsibilities at double the hourly rate of wage. O Awarding Agencies C. The first two (2) hours after eight (8) regular hours monday through O Advisory Committee Friday and the first ten (10) hours on Saturday shalt be paid at one and one- O Forms Ft Publications half times the hourly rate of wage. all other overtime hours worked shall be oiler paid at double the hourly rate of wage. Trades Et Licensing Rules D. The first two (2) hours before or after a five - eight (8) hour workweek day or a four - ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. all additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all other hours worked Monday through Saturday, and all hours worked on sundays and holidays shall be paid at double the hourly rate of wage. All hours worked in excess of 10 per day shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one - half times the hourly rate of wage. all other overtime hours worked, except labor day, shall be paid at double the hourly rate of wage. all hours worked on Labor day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. all hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due ( to inclement weather conditions or equipment breakdown) shall be paid at one and one -half times the hourly rate of wage. all hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. http:// www. lni. wa. gov/ prevailingwageBenCodes /20052BenefitCodes.asp 8/29/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 2 of 6 _ . J. The first two (2) hours after eight (8) regular hours Monday through Friday and all hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all other overtime hours over ten (10) hours on the first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. all other overtime hours worked shall be paid at double the hourly rate of wage. Monday through Friday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. L. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. Ali hours worked on Saturdays (except makeup days) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 0. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday, and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days) and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one - half times the hourly rate of wage. all hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas Day) shall be paid at double the hourly rate of wage. all hours worked on Christmas Day shall be paid at two and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one - half times the hourly rate of wage. all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. all hours worked on labor day shall be paid at three times the hourly rate of wage. T. All hours worked on Saturdays, except makeup days, shall be paid at one and one -half times the hourly rate of wage. All hours worked after 6:00PM Saturday to 6:00AM Monday and on holidays shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. http:// www. lni. wa. gov/ prevailingwage /Rencndes /20052/BeneftCodes.asp 8/29/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 3 of 6 _ 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE- - / HALF TIMES THE HOURLY RATE OF WAGE. A. The first six (6) hours worked on Saturday shall be paid at one and one - half times the hourly rate of wage. AU hours worked in excess of six (6) hours on Saturday and all hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. B. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. D. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. The first eight (8) hours worked on holidays shall be paid at straight time in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at one and one - half times the hourly rate of wage. E. All hours worked on Saturdays or holidays (except Labor Day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays or on Labor Day shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. all hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. I. All hours worked on Saturdays and holidays (except Labor Day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and on Labor Day shall be paid at two times the hourly rate of wage. J. All hours worked on Sundays shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage, including the holiday pay. All hours worked on unpaid holidays shall be paid at two times the hourly rate of wage. K. All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay. M. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one - half times the hourly rate of wage. P. The first eight (8) hours on saturday shall be paid at one and one -half times the hourly rate of wage. all hours worked in excess of eight 8) hours on saturday and all hours worked on sundays and holidays shall be paid at two times the hourly rate of wage. http:// www. lni. wa. gov/ prevailingwageBenCodes /20052BenefitCodes.asp 8/29/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 4 of 6 _ 4A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays, and holidays shall be paid at double the hourly rate of wage. 5. HOLIDAY CODES A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, d Christmas D (7� y .. � �. va and vi /i Hsu nao Day � r /. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas Day, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (8). D. Holidays: N • Year's Day, Memorial Day, sr. o ws�ay$: New / cao � uay, rvocsiovric» vay, �nu��endence Day, Labor Day, Thanksgiving Day, the Frid and Saturday after Thanksgiving Day, and Christmas Day ( E. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (9). F. Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (11). G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (7). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (7). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday and Saturday after Thanksgiving Day, the day before Christmas Day, and Christmas Day (9). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Presidents' Day, Independence Day, Labor Day, Thanksgiving Day, the day after Thanksgiving Day, one -half day before Christmas Day, and Christmas Day (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (7). httn• /bxrww Ini urn anv /nrevailiii od /2OO gefnenCodes/20052/BenefitCodes.asp o /1n /2nnc r D Y - - b••" b"' �• •• , •••• /� / 11V111�V4V0.0.Ji'i 0/G7/ LW." Benefit Code Key - Effective 08 -31 -05 -- Page 5 of 6 _ T. Paid holiday: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas (10) paid holidays. V. Paid Holidays: six (6) paid holidays. W. Paid Holidays: nine (9) paid holidays. X. Holidays: After 520 hours - New Year's Day, Thanksgiving Day, and Christmas Day. After 2080 hours - New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and a floating holiday (8). Y. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Thanksgiving Day, the Friday following Thanksgiving Day, and Christmas Day (8). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). 6. HOLIDAY CODES A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day (8). B. Paid Holidays: New Years Eve Day, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day (9). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last work day before Christmas Day, and Christmas Day (9). D. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas Day (9). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (8). Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day (8). Unpaid Holiday: Presidents' Day. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last working day before Christmas Day, and Christmas Day (9). U. Holidays: New Year's Day, Day before New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day, Christmas Day (9). V. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Eve Day, http:// www. lni. wa. gov/ prevailingwage/ BenCodes /20052/BenefitCodes.as0 8/29/2005 Benefit Code Key - Effective 08 -31 -05 -- Page 6 of 6 Christmas Day, and one day of the Employee's choice (9). W. Paid Holidays: New Year's Day, Day before New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Day, day before Christmas Day (10). X. Paid Holidays: New Year's Day, day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, day after Thanksgiving Day, Christmas Day, day before or after Christmas Day, and Employee's Birthday (11). 8. NOTE CODES A. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100' - $1.00 per foot for each foot over 50 feet, over 100' to 175' - $2.25 per foot for each foot over 100 feet, over 175' to 250' - $5.50 per foot for each foot over 175 feet, over 250' divers their _ J c.w - ur may own price, provided it is no less than the scale listed for 250 f C. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: over 50' to 100' - $1.00 per foot for each foot over 50 feet, over 100' to 150' - $1.50 per foot for each foot over 100 feet, over 150' to 200' - $2.00 per foot for each foot over 150 feet, over 200' - divers may name their own price. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $0.75, Level B: $0.50, and Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows - Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $1.00, Level B: $0.75, Level C: $0.50, and Level D: $0.25. ice 7: About Lttl I Find a job at L>al i Information en espanol I Site Feedback 1 1-800-547- c �a^�sr 8367 • " 1Vashin ;ton State Dept. of Laoor and Industries. use of tnis site is subject to the laws of :he state or Washington. Access Aereement ' Privacy and security staternen: ,otended use /external content colic: Staff only :ink http : / /ur nrw.lni,wa lni.wn.gov/previFngwage/Penr'odes/20052/BenefitCodes.asp 8/29/2005 SECTION 6 - TECHNICAL SPECIFICATIONS Z: \JAN \SPECS \04088 - YK.wpd 6 -1 September 20, 2005 STANDARD SPECIFICATIONS The 2004 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to DIVISION 1 (Division 1 -99) of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. Z:\JAN \SPECS \04088 - YK.wpd 6 -2 September 20, 2005 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIFICATION INDEX FOR WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City Project No. IR2099 HLA Project No. 04088 CONTENTS PAGE NO. WORK SUMMARY 6 -4 1 -01 DEFINITIONS AND TERMS 6 -4 1 -02 BID PROCEDURES AND CONDITIONS 6 -5 1 -03 AWARD AND EXECUTION OF CONTRACT 6 -6 1 -04 SCOPE OF THE WORK 6 -7 1 -05 CONTROL OF WORK 6 -9 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6 -13 1 -08 PROSECUTION AND PROGRESS 6 -18 1 -09 MEASUREMENT AND PAYMENT 6 -21 1 -10 TEMPORARY TRAFFIC CONTROL 6 -29 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 6 -30 4 -04 BALLAST AND CRUSHED SURFACING 6 -31 5 -04 ASPHALT CONCRETE PAVEMENT 6 -31 7 -09 WATER MAINS 6 -32 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 6 -34 Z: \JAN \SPECS \04088 - YK.wpd 6 -3 September 20, 2005 SPECIAL PROVISIONS FOR CITY OF YAKIMA WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City Project No. IR2099 HLA Project No. 04088 WORK SUMMARY WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT City of Yakima Project No. IR2099 Irrigation system improvements including sliplining approximately 7,500 linear feet of new 2 ", 3 ", 4 ", 6 ", 8 ", and 10" HDPE pipes; open- cutting approximately 3,750 linear feet of new 2 ", 3 ", 4 ", 6 ", and 8" HDPE pipes; bursting /pneumatically boring approximately 500 linear feet of new 2" HDPE pipes; and installing approximately 270 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and /or removal of existing pipe and valves; surface restoration including asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only. All payments will be made on the basis of actual field measurement of Contract work completed. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004, referenced codes and organizations, and these Special Provisions. All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 2004. NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN THE "2004 WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 -99. 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS Z: \JAN \SPECS104088 - YK.wpd 6 -4 September 20, 2005 The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency" and "Owner" are interchange- able. Engineer: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Inspector: The Contracting Agency's Resident Engineer who observes the Contractor's performance. Standard Specifications: The 2004 Standard Specifications fnr Road, Bridge, and MI mini_ pal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. Working Drawings: electrical Working drawings are further defined as e diagrams, VIVVt11V 1 �.1 �I 1°J, catalog cut sheets, manufacturer's informational sheets describ- ing salient features, performance curves, or samples of fabri- cated and manufactured items (including mechanical and electrical equipment) required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) Replace with the following: Each Bidder shall furnish the Owner satisfactory evidence of their competency to perform the proposed work at the time of submitting their bid. Such evidence of competency shall consist of statements made by the Bidder on the Bidder's Data Form included in the Bid Package Section of these Specifications. The Owner may make such investigations as he deems necessary to determine the ability of the Bidder to perform the work, and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, a Bidder fails to satisfy the Owner that the Bidder is properly qualified to carry out the obligations of the agreement and to complete the work contemplated therein. 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: Z: \JAN \SPECS \04088 - YK.wpd 6-5 September 20, 2005 No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. 1 -02.6 PREPARATION OF PROPOSAL Delete the second paragraph and replace with the following: Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity. Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity. Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non - responsive. 1 -02.9 DELIVERY OF PROPOSAL Delete the first sentence and replace it with the following: Clearly identified sealed bids will be received at the following location before the specified time: Office of the Contracting Agency, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.13 IRREGULAR PROPOSALS SECTION 1 -02.13 of the Standard Specifications is revised as follows: Revise Item 1.a to read, "The bidder is not prequalified when so required;" Add Item 2.e. as follows: e. If changes to proposal form entries are not initialed. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.2 AWARD OF CONTRACT Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency. The Contractor shall submit bids for all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items. 1 -03.3 EXECUTION OF CONTRACT Delete the first sentence in its entirety and replace it with the following: Within 10 working days after the award date, the successful bidder shall return the signed Contracting Agency - prepared Contract, an insurance certification as required by SECTION Z: \JAN\SPECS \04088 - YK.wpd 6 -6 September 20, 2005 1- 07.18, and a satisfactory bond as required by law and SECTION 1 -03.4. Failure to return the required documents within the allotted time shall be considered as non - responsive and shall result in forfeiture of the proposal bond or deposit of the bidder in accordance with SECTION 1 -03.5. 1 -03.4 CONTRACT BOND Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of one year from and after the final acceptance thereof by the Contracting Agency. In addition to the requirements for the Performance Bond according to SECTION 1 -03.4 of the Standard Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract within a period of one year after final acceptance by the Contracting Agency. Th P Bond shall be in th form of th P e rf o r mance w evv w v��an shall be in the form VI the Performance Bond document bound in these Specifications. 1 -03.7 JUDICIAL REVIEW Delete the last sentence in its entirety and replace it with the following: Such review, if any, shall be timely filed in the Superior Court of Yakima County, Washington. 1 -04 SCOPE OF THE WORK 1- 04.1(2) BID ITEMS NOT INCLUDED IN THE PROPOSAL Delete the first paragraph in its entirety and replace it with the following: If work is required to complete the project according to the intent of the Plans and Specifica- tions but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1 -04.4 CHANGES Add the following: No changes in the work covered by the approved Contract Documents shall be made without having prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more, or a combination of the following methods: a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual costs of: Z: \JAN \SPECS \04088 - YK.wpd 6 -7 September 20, 2005 (1) Labor, including foremen; (2) Materials entering permanently into the work; (3) The ownership or rental costs of construction plant and equipment during the time of use on the extra work; (4) Power and consumable supplies for the operation of power equipment; (5) Insurance; (6) Social Security and old age and unemployment contributions. Should authorized changes be made based upon the actual cost of material and labor, the costs thereof and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via SECTION 1 -09.6 FORCE ACCOUNT of the Standard Specifications. Delete the last two paragraphs in their entirety and replace with the following: After bid award, the Contractor may submit proposals for changing the Plans, Specifications, or other requirements of the Contract. These proposals must reduce the cost or time required for construction of the project. If determined appropriate by the Contracting Agency, a change order will be executed implementing the proposed change /changes. 1- 04.4(1) MINOR CHANGES (New Section) Payments or credits for changes amounting to $10,000 or less may be made under the bid item "Minor Change." At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1 -04.4, Changes. The Contractor will be provided a copy of the completed order for Minor Change. The agreement for the Minor Change will be documented by signature of the Contractor or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Change, the Contractor may protest the order as provided in Section 1 -04.5. Payments or credits will be determined in accordance with Sections 1 -09.4. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. The Contractor is advised that this item may or may not be utilized in this project. 1 -04.6 INCREASED OR DECREASED QUANTITIES Add the following: The quantities of the following Bid Proposal Items are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of this Section 1 -04.6 shall not apply to the Bid items listed below. Payment will be made at the unit contract price for actual quantities of work completed. All Bid Items 1 -04.11 FINAL CLEANUP Add the following: Z: \JAN \SPECS \04088 - YK.wpd 6 -8 September 20, 2005 Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1 -04.12 WASTE SITE (NEW SECTION) The following new section shall be added to the Standard Specifications: Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Owner, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material w hich is directed to waste b the Engineer. by the 6�I l IG � . The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173 -304, Subchapter 461. 1 -05 CONTROL OF WORK Add the following: The Contractor's attention is specifically directed to the following provisions of this SECTION 1 -05: • SECTION 1 -05.4, CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES; paragraphs 3 through 7. • SECTION 1 -05.6, INSPECTION OF WORK AND MATERIALS: paragraphs 1, 3, 4, and 5. • SECTION 1- 05.13, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRAC- TOR: paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section. 1 -05.1 AUTHORITY OF THE ENGINEER Add the following: Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to Z: \JAN \SPECS \04088- YK,wpd 6 -9 September 20, 2005 accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1 -05.3 PLANS AND WORKING DRAWINGS Replace the second, third, and fourth paragraphs of SECTION 1 -05.3 of the Standard Specifica- tions with the following: The Contractor shall submit to the Engineer for review and approval, six copies of all Shop Drawings required in the project documents. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable the Engineer to review the submittal. At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifications. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. Unless otherwise approved by the Engineer, Shop Drawings and samples shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the Shop Drawing, or other means, that he (the Prime Contractor) has checked the Shop Drawing. The Contractor's stamp of approval on the Shop Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Contract Documents. Shop Drawings shall be submitted in sufficient time to allow the Engineer not less than 20 working days for review. The practice of submitting incomplete or unchecked Shop Drawings for the Engineer to correct or finish will not be acceptable, and Shop Drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form. The Engineer will review with reasonable promptness Shop Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto. The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions. When the Shop Drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the Shop Drawings may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Shop Drawings or samples for review. No changes shall be made by the Contractor to resubmitted Shop Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Shop Drawings. Where a Shop Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. Z:\JAN \SPECS \04088 - YK.wpd 6 -10 September 20, 2005 1- 05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contractor shall maintain a neatly marked, full -size set of record drawings showing the final location and layout of all new construction. Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. 1 -05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES Section 1 -05.4 of the Standard Specifications shall be revised as follows: No construction staking is required for this project. The Contractor shall be responsible for construction staking where deemed necessary by him. 1 -05.5 SURVEY MONUMENTS (NEW SECTION) The following new section shall be added to the Standard Specifications: The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 1- 05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) The following new section shall be added to the Standard Specifications: If, within two years after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non - defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1 -05.7 of these Specifications. The Contractor agrees the above two -year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. Z• \JA^1 \SPECS \07088 -Th. yp d 6 -11 September 20, 2005 1- 05.11(1) SUBSTANTIAL COMPLETION DATE (APWA ONLY) Add the following: To be considered substantially complete, the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. 1 -05.16 WATER AND POWER (APWA ONLY) Add the following: Water for construction purposes shall be furnished and applied in accordance with these provisions and SECTION 2 -07 of the Standard Specifications modified as follows: Water Supply: Water for use on the projects shall be furnished by the Contracting Agency and the Contractor shall convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the appropriate Water Department regulations. Measurement and Payment: No separate measurement or payment for water will be made. This pertains to water required for dust control, water settling trenches, and any other water as required by the Contract Documents. All costs for hauling, conveying, and applying water shall be included in the various bid items of the proposal. 1 -05.18 TESTING (NEW SECTION) The following shall be added to the Standard Specifications: The Contractor shall be responsible for placing all materials as required by the Standard Specifications and these Contract Documents. All materials testing shall be performed by the Owner to assure compliance with the Specifications. The Contractor shall provide access and equipment (backhoe, etc.) for testing as required. Trench Backfill All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor). Roadway Embankment Roadway embankment compaction shall be as specified in SECTION 2- 03.3(14). Roadway Subgrade Subgrade compaction shall be as specified for Roadway Embankment. Z: \JAN \SPECS104088 - YK.wpd 6 -12 September 20, 2005 Ballast and Crushed Surfacing Compaction of ballast and crushed surfacing shall be as specified in SECTION 4- 04.3(5). Cement Concrete Curb, Gutter, and Sidewalk Concrete strength cylinders shall be taken and tested as determined by the Owner. Asphalt Paving Compaction of asphalt concrete pavement shall be as specified in SECTION 5- 04.3(10)B. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 LAWS TO BE OBSERVED Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1- 07.9(5) REQUIRED DOCUMENTS Add the following: If using the occupation code for wage affidavits and payrolls and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10 -0010 Yak.E. 1- 07.13(3) RELIEF OF RESPONSIBILITY FOR DAMAGE BY PUBLIC TRAFFIC Replace with the following: When it is necessary for public traffic to utilize the street and associated facilities during construction, the Contractor shall be responsible for damages to permanent work. The Contractor shall provide all necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic during construction, until final project acceptance. 1 -07.15 TEMPORARY WATER POLLUTION /EROSION CONTROL Replace the second paragraph with the following: The Contractor shall perform all temporary water poiiutionierosion control measures shown in the Plans, specified in the Special Provisions or WSDOT Storm Drainage manual, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. Z:\JAN \SPECS104088 -YK wpd F -1$ September 20, 2005 1 -07.17 UTILITIES AND SIMILAR FACILITIES Add the following: Locations and dimensions shown on the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. The Contractor shall call the Utility Notification Center (One CaII Center) for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The telephone number for the One Call Center for this project is 1- 800 - 553 -4344. If no one - number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiar- izing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed con- struction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) Add the following: Within ten (10) days following contract award or prior to start of construction, whichever comes first, the Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Yakima, its employees, agents, elected and appointed officials, Huibregtse, Louman Associates, Inc., and all subcontractors as "additional insureds" and shall stipulate that the policies named thereon cannot be canceled unless at least forty -five (45) days written notice has been given to the Owner. The certificate shall not contain the following or similar wording regarding cancellation notification: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives." Z: \JAN\SPECS \04088 - YK.wpd 6 -14 September 20, 2005 1 -07.23 PUBLIC CONVENIENCE AND SAFETY 1- 07.23(1) CONSTRUCTION UNDER TRAFFIC Add the following to the third paragraph: 5. The Contractor shall maintain vehicular and pedestrian access to businesses and residences at all times. Steel plates or other means to provide continuous access in streets and alleyways shall be provided by the Contractor. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. Add the following paragraph: It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re- opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1 -07.24 RIGHTS OF WAY (APWA ONLY) Add the following: Some areas of work require access and improvements within private property. The Contractor shall be required to notify individual property owners a minimum of 24 hours prior to entry or work within the property, and to obtain signed releases from property owners prior to final project acceptance. The following two pages show the required "Property Access Notification" and "Property Owner Release Form" required for this project. The Contractor shall provide a signed and completed "Property Owner Release Form" to the City for each property where access or work was conducted. 1 -07.28 SAFETY STANDARDS (NEW SECTION) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and /or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1 -07.29 NOTIFYING PROPERTY OWNERS (NEW SECTION) Z: \,SAN \SPEC$ \040$8- YKwprr A -15 Septernber 20, 2005 Water / Irrigation Division \ Working Together Toward Excellence in Service and Quality .4111 • 1„..i.-e; 2301 Fruitvale Blvd. V: ;•Y Yakima, WA 98902 t 7 • 4 PROPERTY ACCESS NOTIFICATION As part of the West Yakima Irrigation System Replacement Project, the City of Yakima and our contractor will need to access our existing irrigation lines that are located on your property beginning We will be replacing the existing irrigation line and your service as part of the project. Replacement of the line and your service will require excavation on your property. During the time we need access to and will be working on your property, please arrange to keep pets or children out of the area where the work is taking place. The City of Yakima and our contractor are responsible for any damage to your property as a result of digging, trenching, boring and any other methods used to install the new irrigation line and service, and all damage will be repaired. If you have any concerns regarding the location of the new irrigation line or your new irrigation service, damage and repair of your property, or any other issues regarding the irrigation replacement project, please contact the one of the representatives listed below. Contact Information • City Project Manager - Mike Shane - 576 -6480 or 728 -3939 • City Irrigation Supervisor — Terry Wakefield — 575 -6194 or 728 -2320 • Huibregtse, Louman Associates, Inc. Project Inspector — Jim Maine - 966 -7000 • Huibregtse, Louman Associates, Inc. Project Engineer — Mike Battle — 966 -7000 Thank you for your patience during this project while we improve the irrigation service to your area! ��,� Water / Irrigation Division ;'-w ` •••••° � :-'^a Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. i r Yakima, WA 98902 o , PROPERTY OWNER RELEASE FORM /We, , the property owner(s) of (address) , Yakima, WA, hereby accept as complete the final restoration of all surfaces, landscaping, and all other minor repairs or replacements made to my property by the City's contractor as part of the City of Yakima's West Yakima Irrigation System Replacements and Improvements Project (No. 1R2099). The restoration, repairs and replacements included the following items: I understand that it will be my responsibility to provide adequate care, such as watering, in maintaining newly established landscaping and lawn installed by the contractor. I understand that the City's contractor is required to provide the City with a Warranty Bond upon final acceptance of the project. If repairs or restoration completed by the contractor on my property as part of the project fail during the stipulated two -year warranty period, the contractor will be required to make additional repairs or replacements as deemed necessary by the City. Signed (print name) (_ Date The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 1 -08 PROSECUTION AND PROGRESS 1- 08.0(2) HOURS OF WORK (APWA ONLY) Add the following to the first paragraph: The "Schedule of Working Hours" form bound in the Contract and Related Materials section of these Contract Documents shall be executed by the Contractor prior to construction and shall be discussed at the preconstruction conference to formally establish the normal straight time working hours for the project. Normal working hours shall be limited to 40 hours per week based on the time the Contractor and /or his subcontractors are at the project site. Any time worked beyond the 40 hours per week shall be subject to the reimbursement provisions of SECTION 1- 08.0(3). 1- 08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) Replace with the following: Where the Contractor or any subcontractor elects to work on a Saturday, Sunday, or other holiday or longer than an 8 -hour shift on a regular working day, or during hours other than those described as normal straight time working hours under SECTION 1- 08.0(2) HOURS OF WORK, such work shall be considered as overtime work. On all overtime work a Resident Engineer will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of straight time plus overtime costs for employees and representatives of the Contracting Agency required to work during that time period. The amount shall be calculated on an hourly basis at normal hourly billing rates in effect at that time for the individuals and equipment required to do the work, including travel time. The Contractor by these Specifications does hereby authorize the Contracting Agency to deduct such costs from the amounts due or to become due to him. 1 -08.1 SUBCONTRACTING Add the following: The Contractor shall submit a "Request to Sublet" form, found on the following page, to the Engineer for review prior to the identified subcontractor beginning any work on the project. Z: \JAN \SPECS \04088 - YK.wpd 6 -18 September 20, 2005 Washington State �� Department of Transportation Request to Sublet Work ❑ Subcontractor ❑ Lower Tier Subcontractor Prime Contractor Federal Employer I.D. Number * State Contract Number Job Description (Title) Request Number Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number * • Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, ID of Corresponding Subcontractor * If no Federal Employer I.D. Number, Use Owner's Social Security Number Item No. Partial Item Description Amount • I understand and will insure that the subcontractor will Prime Contractor Signature Date comply fully with the plans and specifications under which this work is being performed. Department of Transportation Use Only Percent of Total Contract ❑ DBE ❑ MBE ❑ WBE This Request % Remarks: Previous Requests ( Sublet to Date Project Engineer Date Approved - Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421 - 012 EF Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor Revised 6/97 1 -08.3 PROGRESS SCHEDULE Delete the first paragraph and replace it with the following: Following Contract award and satisfactory provision or execution of all required Contract Documents, the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned. At this conference, all points of the Contract Documents will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the Contract are fully understood. The Contractor shall prepare and submit to the Engineer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by high or low ambient temperature or precipitation to ensure the completion of the work within the Contract Time. No time extensions will be granted for the Contractor's failure to take into account such weather conditions for the location of the work and for the period of time in which the work is to be accomplished. Delete the next to the last sentence of the second paragraph. 1 -08.4 NOTICE TO PROCEED AND PROSECUTION OF THE WORK (APWA only) SECTION 1 -08.4 of the APWA Supplement is replaced with the following: The Engineer will issue a Notice to Proceed after the Contract has been executed and the Contract Bond and evidence of insurances have been approved. The Contractor shall not begin work until the Notice to Proceed has been issued. The Contractor shall not delay the start of construction activities. The Contract time shall begin on the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. The work thereafter shall be prosecuted diligently to completion within the Contract Time. Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered grounds for Termination for Default as specified under SECTION 1- 08.10(1) of the Standard Specifications. Z:\JAN \SPECS \04088 - YK.wpd 6 -20 September 20, 2005 1 -08.5 TIME FOR COMPLETION (CONTRACT TIME) (APWA ONLY) Add the following: The Contractor is advised that all WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT PROJECT required to provide customers with unrestricted irrigation use shall be completed no later than March 17, 2006. Final paving and other repair work may be completed following March 17, 2006, but shall be completed pleted no later than April 14, 2006. Add the following paragraph after the second paragraph: Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclement" weather delay day is defined as a day on which the Contractor �. as day on which �iie VVntra l..tol IrJ prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on • such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. Delete Item f. found in the APWA Supplement. 1 -08.9 LIQUIDATED DAMAGES The provisions of SECTION 1 -08.9 of the Standard Specifications shall be modified as follows: Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following: If irrigation system piping improvements are not completed sufficiently to provide unrestricted use by irrigation customers by March 17, 2006, the Contractor agrees to pay the Owner the sum of $1,500.00 per day for each and every calendar day said work remains uncompleted after expiration of the specified date. If unrestricted irrigation is provided by the date required, but remaining Contract work is not completed by April 14, 2006, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1- 08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State of Washington, Department of - Transportation" with "Contracting Agency." 1 -09 MEASUREMENT AND PAYMENT 1- 09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES Z: \JAN \SPECS \04088 - YK.wpd 6 -29 September 20, 2005 Add the following: The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress. The Contractor shall provide the platform scales and any tickets required for self - printing scales. Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site. Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction. The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1 -09.3 SCOPE OF PAYMENT Add the following: Payment for work performed under this Contract will be based on the items listed in the Bid Schedule. Should a conflict exist between the item descriptions or the units of measurement and payment listed in the Bid Schedule and the "Payment" clauses found in each Section of the Standard Specifications, the Bid Schedule items will prevail. If work is required to complete the project according to the intent of the Plans and Specifications but no bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1- 09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION) The following new section shall be added to the APWA Supplement: Bid items listed in the Bid Schedule are defined to include, but not necessarily be limited to, the following: 1. The lump sum price bid for "Mobilization" shall be full compensation for all labor, materials, tools, and equipment necessary to mobilize to the project site as defined in the Standard Specifications. Payment will be made in accordance with the Standard Specifications. 2. The lump sum price bid for "Temporary Traffic Control Devices," shall be full compensation for all labor, materials, tools, and equipment necessary to provide traffic control for all project areas, as defined in Section 1 -10 Temporary Traffic Control. 3. The lump sum price bid for "Clearing and Grubbing," shall be full compensation for all labor, materials, tools, and equipment necessary for removal and replacement of fences; removal, protection, and replacement of landscaping including shrubs, bushes, and plants; removal of all surfaces encountered as required to accomplish the construction; removal of deleterious materials found during excavation; and potholing; including hauling to and disposal at an approved waste site. 4. The unit price bid for "Pipe Cleaning and Inspection," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to locate, Z: \JAN \SPECS \04088 - YK.wpd 6 -22 September 20, 2005 inspect, and clean existing irrigation pipes including, but not necessarily limited to cleaning a!1 sand, silt, gravel, or other material from existing irrigation mains; de- rooting; removal and disposal of debris; providing televised pipe inspection; and providing a VHS tape recording and log of the inspection for review by the Owner. 5. The unit price bid for "Obstruction Removal," per each, shall be full compensation for all labor, materials, tools, and equipment for removal of all pipe obstructions that cannot to be removed through cleaning efforts and will prevent the sliplining process, including all existing service connections from existing irrigation pipe work including, but not necessarily limited to, locating obstructions, excavation, dewatering, cutting existing piping of whatever the nature of material encountered, removal and disposal of pipe obstruction, and backfill and compaction. If the obstruction occurs at a location where a new service is to be installed, then no measurement will be made for this bid item, and all work shall be paid under the bid item "Service Saddle," per each. 6. The unit price bid for "Access Pit," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to construct launching and receiving access pits and prepare fnr inse of liner pipe, including, but not ii li t. r r• p��✓v, �� weu�.a �g, but � wt necessarily limited IIICU lV, sawcutting, excavation, dewaterin removal of disposal of existing pipe and materials, all equipment, equipment set -up and removal, temporary closures and reinstatements of the pit, connection of new piping, backfill, and compaction. 7. The unit price bid for "Slipli e -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials and diameters including, but not necessarily limited to, pipe, fittings, fusing equipment, joining pipe and fittings, technical service, pipe connections, and testing. 8. The unit price bid for "Trench -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings including, but not necessarily limited to, trench excavation, dewatering, laying and joining the pipe and fittings, fusing equipment, technical services, pipe connections, detectable marking tape, backfill and compaction, and testing. 9. The unit price bid for "Pipe Bursting for 2 -inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install a new 2 -inch HDPE pipe using pipe bursting in existing irrigation piping including, but not necessarily limited to, pipe, fittings, excavation, backfill, compaction, dewatering, fusing equipment, joining pipe and fittings, technical service, pipe connections, and testing. 10. The unit price bid for "Pneumatic Boring for 2 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install a new 2 -inch HDPE pipe using pneumatic boring, and abandon the existing piping, at the locations shown on the Plans, including, but not necessarily limited to, pipe, fittings, excavation, backfill, compaction, dewatering, fusing equipment, technical service, pipe connections, and testing. 11. The unit price bid for "Shoring or Extra Excavation, Class B," per lump sum, shall be full compensation for all labor, equipment, tools, and materials required to construct the shoring, cofferdam, or caisson including excavation, installation and removal of the shoring, backfilling, and compaction, all as shown on the Drawings and as specified Z: \JAN \SPECS \04088- YK.wpd 6 -23 September 20, 2005 herein. When extra excavation is used by the Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit price bid shall be full pay for all additional excavation, backfill, compaction, and other work required. If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. 12. The unit price bid for " -Inch Gate Valve," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the gate valve and valve box in place including, but not necessarily limited to, excavation, dewatering, connection to piping, backfill, and compaction, as shown on the Plans. 13. The unit price bid for "Blow -off Assembly," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the blow -off assembly in place including, but not necessarily limited to, excavation, dewatering, pipe, fittings, blow -off, manhole set, connection to piping, backfill, compaction, and final manhole adjustment, as shown on the Plans. 14. The unit price bid for "Service Saddle," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service saddle including, but not necessarily limited to, excavation, dewatering, preparation and fusion connection to the HDPE irrigation main, fusing equipment, technical service, sealing the remaining annulus between the new pipe and existing irrigation main, connection to the new service lateral, backfill, and compaction. 15. The unit price bid for "Service Valve for Lawns," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new 3/4- inch curb stop valve in a PVC valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, removal and disposal of existing service valve and existing service piping from existing valve to irrigation main, protection of existing service piping from the existing valve to private property, connection to new and existing service lines, backfill, and compaction. 16. The unit price bid for "Service Valve for Pavement," per each, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install a new 3/4 -inch curb stop valve in a cast iron valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, removal and disposal of existing service valve and existing service piping from existing valve to irrigation main, protection of existing service piping from the existing valve to private property, connection to new and existing service lines, backfill, and compaction. 17. The unit price bid for "Service Lateral," per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install 3/4 -Inch irrigation service pipe including, but not necessarily limited to, excavation, dewatering, removal and disposal of existing service piping, connection to piping and valves, locating wire from service saddle to service valve, protection of existing service piping into private property, proving connection to intended private irrigation system, backfill, and compaction. 18. The unit price bid for "Existing Service Removal," per each, shall be full compensation for all labor, tools, materials, and equipment necessary to locate and remove existing service valves not intended for replacement and capping existing services lines including, but not necessarily limited to, excavating, dewatering, removal of existing Z: \JAN\SPECS104088- YK.wpd 6 -24 September 20, 2005 service valve, capping existing service lines of various materials, protection of existing service line into private property, backfill, and compaction. 19. The unit price bid for "Asphalt Pavement Repair, Type ," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, sawcutting, removal and disposal of existing asphalt concrete surfacing from public or private property, placing asphalt, compacting, trimming, sloping, backfill, tack coat, or any other work required to complete the work, i place. This item also includes furnishing, installing, and maintaining cold mix asphalt on a temporary basis until hot mix asphalt becomes available. 20. The unit price bid for "HMA Overlay," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and place the material to the compacted depth shown on the Plans, including, but not necessarily limited to, surface preparation paving asphalt, compaction, trimming, sloping, matching existing elevations, tack coat, or any other work required to complete the work, in place. 21. The unit price bid for "Gravel Surface Repair," per square yard, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install the material to the compacted depths shown on the Plans including, but not necessarily limited to, surface preparation; placing aggregate; spreading, shaping, watering, and compacting; ; and any o th e r work required to complete k i place. — p � °g� �^ any M aa�� u to 'vv� � � the work, in pIQI.C. 22. The unit price bid for "Sodded Lawn Repair," per square yard, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install new sod, including, but not necessarily limited to, finished grading, surface preparation, fertilizing, placing sod, and monitoring the newly place sod area for two weeks following completion. 23. The unit price bid for "Topsoil," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the material in yards, gardens, flower beds, or other areas as directed by the Owner, including, but not necessarily limited to, finished grading, surface preparation, placement, spreading, and any other work required to complete the work. 24. The unit price bid for "Concrete Slab, - Inch," per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new concrete slab including, but not necessarily limited to, saw cutting, removal and disposal of existing concrete surfacing from public or private property, surface preparation, placement of aggregate base, placement of cement concrete, finishing, jointing, and curing. 25. The unit price bid for "Crushed Surfacing Top Course," per ton, shall be full compensa- tion for all labor, tools, materials, and equipment necessary to furnish and install the aggregate material under new pavement repair areas, and for pipe bedding including aggregate materials, placing, watering, and compacting, at locations shown on the Plans, and as directed by the Owner. 26. The unit price bid for "Select Backfill," per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the material for trench backfill in roads and alleyways, at locations shown on the Plans, and as directed by the Owner including, but not necessarily limited to, placement and compaction. Z:\JAN \SPECS \04088 - YK.wpd 6 -25 September 20, 2005 27. For the bid item "Minor Change," refer to Section 1- 04.4(1) Minor Changes of the Technical Specifications. 1 -09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." 1 -09.9 PAYMENTS (APWA ONLY) Add the following: The estimated progress estimate cutoff date discussed above shall be the last working day of each month. The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency for action at the first available meeting of the governing body that payment be made. Payment to the Contractor will be made within approximately 30 calendar days from said meeting. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. All payments for lump sum items over $5,000.00 or a single payment fora lump sum contract of any amount will be measured by a schedule of values established as follows: At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments. This breakdown, referred to as the "Schedule of Values," will be approved by the Engineer as described in Section 1- 08 Prosecution and Progress before the first payment is made. 1- 09.9(1) RETAINAGE Delete the last sentence of the second paragraph. A retainage bond will not be accepted. Add the following to the fourth paragraph: 5. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 1- 09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD AND DISBURSE CERTAIN AMOUNTS (NEW SECTION) The following new section shall be added to the Standard Specifications: Z:\JAN \SPECS \04088 - YK.wpd 6 -26 September 20, 2005 In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities or municipalities which the Contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the Work (Section 1- 05.6). 4. Landscape damage assessments per Section 1- 07.16. 5. Private property owner disputes requiring corrective action. 6. For overtime work performed by Contracting Agency personnel or its repre- sentative, per Section 1- 08.0(3). 7. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1 -08.9 Liquidated Damage; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be completed within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 8. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1 -05.5. c. Failure of the Contractor to correct defective or unauthorized work (Section 1- 05.7). d. Failure of the Contractor to furnish a Manufacturer's Certificate of Com- pliance in lieu of material testing and inspection as required by Section 1- 06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1 -07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period: 1. No legal action has commenced to resolve the validity of the claims, and Z:\JAN \SPECS \04088 -YK wpd 6 -27 September 20, 2005 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contact. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15- day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1 -8 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them. 1- 09.9(3) FINAL PAYMENT (NEW SECTION) The following new section shall be added to the Standard Specifications: Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1 -09.11 DISPUTES AND CLAIMS 1- 09.11(3) TIME LIMITATIONS AND JURISDICTION Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington. 1- 09.13(3)A ADMINISTRATION OF ARBITRATION Z: \JAN \SPECS \04088 - YK.wpd 6 -28 September 20, 2005 Change the first sentence of the third paragraph to read ".., rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency is located." 1-10 TEMPORARY TRAFFIC CONTROL 1- 10.2(2) TRAFFIC CONTROL PLANS Delete the entire section and replace with the following: The Contractor shall prepare a signing plan showing the necessary Class A and B con- struction signing and barricades and traffic control devices required for the project and submit it to the Engineer for review no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the MUTCD without modification, the Contractor may reference the applicable MUTCD figure at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. The signing plan prepared by the Contractor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. If the construction, repair, or maintenance work includes or uses grooved pavement, abrupt lane edges, steel plates, or gravel or earth surfaces, the construction, repair, or maintenance zone must be posted with signs stating the condition, as required by current law, and in addition, must warn motorcyclists of the potential hazard. The sign shall include at least the following language: "MOTORCYCLES USE EXTREME CAUTION." All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the Engineer after review, shall be included in the unit contract prices for "Temporary Traffic Control Devices," per lump sum. 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1- 10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the City or County, shall be furnished by the Contractor. The last two senten of the first paragraph are deleted. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and Z: \JAN \SPECS \04088 - YK.wpd 6 -29 September 20, 2005 1 -10.5 PAYMENT Section 1 -10.5 shall be revised as follows: Class A construction signs and labor for traffic control, including flagging when necessary, shall be considered incidental to the Contract bid item for "Temporary Traffic Control Devices," per lump sum. All costs for furnishing, erecting, and maintaining Class A construction signs and for providing traffic control labor shall be included in the Contract bid item "Temporary Traffic Control Devices," per lump sum, and no further payment for such work will be made. 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 DESCRIPTION Add the following: The Contractor may be required to clear and grub beyond the right of way line, where specifically directed by the Engineer, to remove trees, stumps, shrubs, plants, or other items which by proximity would interfere with the construction or endanger the system. All work beyond the right of way line shall be coordinated with affected property owner(s) per Section 1 -07.24 (APWA). The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all fences, mail boxes, small trees, shrubs, plants, street signs, culverts, irrigation facilities, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. 2- 01.3(5) FENCING (NEW SECTION) Add the following new section: The Contractor shall be required to carefully remove all existing fencing located within or near the proposed alignments. All fencing materials to be removed and replaced shall be temporarily placed on the adjacent properties or stored as directed by the Engineer. The removal and replacement of all fencing shall be coordinated with the adjacent property owner and done at the Contractor's expense. Any fencing that is to be reset shall be relocated and reset by the Contractor along the property lines or as directed by the Engineer. Unless provided for otherwise, the necessary work to restore and reinstall the fencing shall be considered incidental and all costs for performing this work shall be included in the lump sum bid item for "Clearing and Grubbing." 2 -01.5 PAYMENT Add the following: There will be no bid item for "Roadside Cleanup." All roadside cleanup work shall be con- sidered incidental to the lump sum item of "Clearing and Grubbing." Z: \JAMSPECS104088- YK.wpd 6 -30 September 20, 2005 4 -04 BALLAST AND CRUSHED SURFACING 4- 04.3(5) SHAPING AND COMPACTION Add the following: Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the Engineer when he is ready for in -place ballast, base course, or top course density tests. All costs associated with failed tests shall be the responsibility of the Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. 5 -04 ASPHALT CONCRETE PAVEMENT 5 -04.1 DESCRIPTION Add the following: An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade. The Contractor will be required to patch existing street surfaces which are to remain, where utility trenches were excavated and backfilled prior to or along with this project. The Contractor shall be required to furnish, install, and maintain cold mix asphalt pavement at all pavement repair locations until or unless Hot Mix Asphalt is available. No area requiring pavement repair shall remain unpaved for more than 5 working days following the initial excavation, unless otherwise directed by the Engineer. Asphalt concrete surfaces shall be so constructed that the finished pavement will conform to existing adjacent elevations and the cross - section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications. 5 -04.2 MATERIALS Add the following: Hot mix asphalt used on this project for pavement repair shall be HMA Class A PG 64 -28 conforming to the provisions of Section 5 -04 of the Standard Specifications. Hot mix asphalt for overlay shall be HMA CL 3/8" PG 64 -28 conforming to the provisions of Section 5 -04 of the Standard Specifications. 5- 04.3(2) HAULING EQUIPMENT Add the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous asphalt concrete paving operation at proper asphalt concrete mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. Z: \JAN \SPECS \04088 - YK.wpd 6 -31 September 20, 2005 • 5- 04.3(7)A MIX DESIGN Add the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Hveem mix design), to the Engineer for approval at least 5 working days prior to any paving operation. 5- 04.3(10)B CONTROL Add the following: Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density, ASTM 2041. 5- 04.3(13) SURFACE SMOOTHNESS Add the following: Where directed by the Engineer, the Contractor shall feather the asphalt concrete pavement in a manner to produce a smooth - riding connection to the existing pavement. HMA Class A PG 64 -28 shall be utilized in the construction of the feathered connections to existing pavement. All costs and expenses in connection with providing, placing, and feathering the asphalt concrete pavement shall be incidental to and included in the unit contract price per square yard for "Asphalt Pavement Repair, Type ," and per ton for "HMA Overlay." 5- 04.3(15) ASPHALT CONCRETE APPROACHES Add the following: Along the line of new work, it may be necessary to partially remove existing asphalt concrete driveways or other paved off - street areas. These driveways will then be modified and reconstructed to fit the curb and sidewalk grade and to blend into the remaining driveway. Before excavating, these areas shall be cut or scored with an approved pavement cutter, such as a concrete saw. Before patching, all edges and joints shall be neatly trimmed to uniform line, parallel to the curb where possible. The asphalt concrete driveways shall be constructed of asphalt concrete as specified in Section 5 -04.2 of the Standard Specifications. 5 -04.5 PAYMENT Measurement and payment shall be per SECTION 1- 09.3(1) Description of Bid Items 7 -09 WATER MAINS 7 -09.1 DESCRIPTION Z:\JAN \SPECS \04088- YK.wpd 6 -32 September 20, 2005 Add the following: This work shall consist of constructing HDPE irrigation lines in accordance with the Plans and Specifications. 7- 09.1(1)C GRAVEL BACKFILL FOR PIPE ZONE BEDDING Add the following: Imported pipe zone bedding for flexible pipes shall be crushed surfacing top course meeting the requirements of section 9- 03.9(3), and shall be placed and compacted in layers as designated by the Engineer. 7- 09.1(1)E TRENCH BACKFILL Add the following: I select b w here directed by Engineer, hall b L d I placed where �, u c.v vU v the �� i icci , shall be crushed gravel, pldl;eU and compacted in layers. The crushed gravel bedding shall conform to crushed surfacing base course meeting the requirements of SECTION 9- 03.9(3), or as approved by the Engineer. 7 -09.2 MATERIALS Revise this section as follows: Bedding Materials (Flexible Pipes) 9- 03.9(3) Top Course Bedding Materials (Rigid Pipes) 9- 03.12(3) Gravel Backfill Imported Select Backfill 9- 03.9(3) Base Course 7- 09.3(9) BEDDING THE PIPE The first sentence shall be replaced with the following: Bedding material shall be imported pipe bedding meeting the requirements of SECTION 7- 09.2 of these Special Provisions. 7- 09.3(10) BACKFILLING TRENCHES Add the following: Street crossing trenches and other locations as directed by the Engineer shall be backfilied for the full depth of the trench with imported select backfill meeting the requirements of SECTION 7 -09.2 of these Special Provisions. 7- 09.3(11) COMPACTION OF BACKFILL Delete the first paragraph and add the following: Mechanical compaction shall be required for ail trenches. The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. Z: \JAN \SPECS104088 - YK.wpd 6-33 September 20, 2005 The density of the compacted material shall be at least 95% of the maximum density as determined by ASTM D 698 Tests (Standard Proctor). The Contractor shall notify the Engineer when they are ready for in -place density tests of the trench line. Density tests shall be taken by the Owner at various depths in the trench, as required. The Contractor shall provide a backhoe and operator for the excavation and backfill of test holes. The cost of the backhoe and operator shall be considered incidental to the other bid items. All costs associated with failed tests shall be the responsibility of the Contractor. Placement of courses of aggregate shall not proceed until density requirements have been met. The first five (5) trench backfill operations shall be considered a test section for the Contractor to demonstrate his backfilling and compaction techniques. The Contractor shall notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations and the Owner will arrange for in -place density tests to be taken on the completed test section in accordance with the above requirements. No further trenching will be allowed until the specified density is achieved in the test section. Passing in -place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. 7 -09.4 MEASUREMENT Supplement this section with the following: There will be no separate measurement or payment for dewatering operations by the Contractor. All costs associated with dewatering operations shall be included in the various bid items associated with the work. 7 -09.5 PAYMENT Payment shall be per Section 1- 09.3(1) Description of Bid Items. 7 -20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 7 -20.1 DESCRIPTION The intent of this Specification is to provide general requirements for the rehabilitation of the existing irrigation system piping with new HDPE piping. These Specifications are intended to be performance specifications that describe the ultimate function to be achieved, that is the rehabilitation of the existing irrigation system piping to provide leakproof, pressurized irrigation service. Therefore, the precise materials and the methods outlined are not described in detail in the following Sections. 7 -20.2 MATERIALS High Density Polyethylene Pipe (HDPE) shall be extra high molecular weight, high density ethylene /hexane copolymer, PE 3408 polyethylene resin. The Standard Dimension Ratio (SDR) shall be SDR 11 for pipe sizes 10 -inch diameter and smaller. Pipe material shall be provided in straight segments and no coiled pipe will be allowed. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these Specifications. The certificate shall state the specific resin used, its source, and list its compliance with these Specifications. The pipe shall contain no recycled Z: \JAN \SPECS \04088 - YK.wpd 6 -34 September 20, 2005 compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties throughout. During extrusion production, the HDPE pipe shall be continuously marked with durable printing including (but not limited to) nominal size, dimension ratio, pressure rating, type (trade name), material classification, certification base and date. Polyethylene fittings shall comply with all appropriate requirements of AWWA C901, AWWA C906, or CSA B137.1. Socket type fittings shall comply with ASTM D2683. Butt fusion fittings shall comply with ASTM D3261. Electrofusion fittings shall comply with ASTM F1055. Fabricated fittings shall be designed and manufactured to be as strong or stronger than the pipe to which the fittings will be joined. Mechanical fittings shall be approved only after submission of appropriate test data and service histories indicating their acceptability for the intended service. In all cases, the Speci- firatinnc nnri rent iirementc fnr the fittings giinn c h i li rmmpiv w ith th npprnnrint sections of AWWA 0901, AWWA C906, or CSA B137.1. Pipe stiffeners shall be used in conjunction with mechanical restrained fittings. Pipe stiffeners shall be designed to support the interior wall of the HDPE and maintain pipe round. The stiffeners shall support the pipe's end and control the "necking down" reaction to the pressure applied during normal installation. The pipe stiffeners shall be formed for 304 or 316 stainless steel to the HDPE manufacturers published average inside diameter of the specific size and DR of the HDPE. 7- 20.2(1) HANDLING OF HDPE PIPE The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to ensure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer's recommendations. The handling of pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed or the section of pipe rejected. 7 -20.3 CONSTRUCTION REQUIREMENTS 7- 20.3(1) PREPARATION OF EXISTING LINES It shall be the responsibility of the Contractor to clean and clear the existing irrigation lines of obstructions, solids, roots, collapsed pipe, or any other impediment or material which prevents proper insertion of the sliplining pipe. If inspection reveals an obstruction that is not at the location of ani an,k. pit or ser vice Toni s ection, the Contractor shall make an excavation to expose and remove or repair the obstruction. Such excavation shall be approved by the Owner prior to the commencement of the work. 7- 20.3(1)A CLEANING EXISTING PIPE Z: \JAN \SPECS \04088 - YK.wpd 6 -35 September 20, 2005 The Contractor shall be required to furnish all labor, equipment, appliances, and materials necessary for cleaning the irrigation system pipes including the removal of all debris, roots, solids, sand, rock, etc., from the existing irrigation lines. The existing irrigation mains shall be cleaned using mechanical, hydraulically - propelled, and /or high velocity cleaning equipment. The cleaning process shall remove all debris from each irrigation main segment. All cleaning equipment and devices shall be operated by experienced personnel. Satisfactory precautions shall be taken to protect the irrigation mains from damage that might be inflicted by the improper use of the cleaning process equipment. The Contractor shall be responsible for collection and disposal of all materials collected or accumulated during the cleaning process and shall comply with all Federal, State, and local environmental and anti - pollution laws, ordinances, codes, and regulations. Under no circumstances shall materials generated from pipe cleaning activity be improperly disposed, dumped onto streets or ditches, catch basins, storm drains, or sanitary sewers. The Contractor shall be required to demonstrate the performance capabilities of the cleaning equipment proposed for use on the project. If the results obtained by the proposed pipe cleaning equipment are not satisfactory, the Contractor shall use different equipment and /or attachments, as required, to meet the specifications. 7- 20.3(1)B INSPECT EXISTING PIPE The Contractor shall be required to furnish all labor, materials, and equipment necessary for television inspection and videotaping operations. The Contractor shall provide a videotape and logs of the televised inspection for review. If the Contractor provides a videotape of such poor quality that it cannot be properly evaluated, the Contractor shall re- televise as necessary and provide a tape of good quality at no additional cost to the Owner. The television unit shall have the capability of displaying in color, on VHS videotape, pipe inspection observations such as pipe defects, sags, points of root intrusion, offset joints, service connection locations, and any other relevant physical attributes. Each tape shall be permanently labeled with the following: project name; date of television inspection; location and size of irrigation main; street/easement location; name of Contractor; date tape submitted; and tape number. The Contractor shall provide a line diagram area sketch and written log for each completed segment of videotaped irrigation main describing the section being televised, camera direction, position of service connections, description and location of failures, pipe type and condition, weather conditions, and other significant observations. The television inspection equipment shall have an accurate footage counter which displays on the monitor the exact distance of the camera from the center of the starting point. A camera with rotating and panning lens capabilities is required. The camera height shall be centered in the conduit being televised. The speed of the camera through the conduit shall not exceed 40 feet per minute. There may be occasions during televised inspection when the camera will be unable to pass an obstruction. At that time, and prior to proceeding, the Contractor shall contact the Owner's project observer. If the length of irrigation main cannot be televised due to obstruction, the Contractor shall clean the system as is necessary. If, in the opinion of the Owner's project observer, the obstruction is attributed to blockage non - removable by cleaning, televising shall be suspended, payment shall Z:\JAN \SPECS104088- YK.wpd 6 -36 September 20, 2005 be made based on the actual televised length, and the remaining televising of irrigation piping shall be continued upon successful correction of the blockage by the Contractor. No additional payment shall be made for additional setups required due to obstructions encountered during televising. No separate payment will be made for any excavations or any other method which may be required to retrieve video equipment that may have been hung up, destroyed, and /or lost during the operation. 7- 20.3(1)C OBSTRUCTION REMOVAL The Contractor shall be required to remove in entirety all full and partial obstructions discovered during the cleaning and televising work, including all existing service connections, priorto sliplining work. At existing service connections, the Contractor shall excavate and remove the existing service connections from the existing irrigation main. If a new service connection is proposed for the location, the Contractor shall remove a two (2) foot section of the existing main, centered on the location of th proposed service connection. Blockages and obstructions shall be removed using non - intrusive methods where possible. It the blockage or obstruction cannot be removed using non - intrusive methods, the Contractor shall excavate and remove the blockage. The Contractor shall notify the Engineer and receive approval prior to beginning excavation for blockage. 7- 20.3(2) INSTALLING HDPE PIPE 7- 20.3(2)A JOINING HDPE PIPE Sections of polyethylene pipe shall be joined into continuous lengths on the job site, above ground. The joining method shall be butt fusion and shall be performed in strict conformance with the pipe manufacturer's recommendations and ASTM -F -585. The butt fusion equipment used in the joining process shall be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements of 400 degrees Fahrenheit and interface fusion pressure of 75 psi. Socket fusion, hot gas fusion, threading or solvent- cement joints and epoxies are not permitted. The Contractor shall be responsible to verify the fusion equipment is in good working order and the operator has been trained within the past twelve months. The fusion equipment shall be equipped with a Datalogger for recording heater temperature and fusion pressure. All fused joints shall be watertight and shall have a tensile strength equal to that of the pipe. All joints are subject to acceptance by the Owner priorto insertion. All defective joints shall be cut out and replaced at no additional cost to the City. The Contractor shall remove all HDPE trimmings or other miscellaneous material from the inside of the pipe being butt fused priorto installation. All pipe, both new and existing, shall be adequately covered at the end of each working day to prevent entry by animals (i.e. rodents, cats, etc.). If pipe is left open and unattended by the Contractor, he shall be responsible for verifying no animals have entered the pipe and provide suitable evidence to the Engineer. The Contractor shah not continue work until such evidence is provided and accepted by the Engineer. 7- 20.3(2)B SLIPLINING WITH HDPE PIPE • Z:1JANISPECS\04088- YK.wpd 6 -37 September 20, 2005 Sliplining shall be accomplished with a power winch and steel cable connected to the end of the liner by use of an appropriate nose -cone pulling head. During insertion of the new HDPE pipe, precautions should be taken to protect the liner pipe as it is pulled into the existing irrigation main piping. Any cuts, gouges, or scrapes equal to 10% of the liner wall thickness shall be cause for rejection of that portion of the liner pipe. Once the insertion is initiated, the pull shall be completed without interruption. At the Contractor's option, as recommended by the pipe manufacturer, the liner pipe may be pushed into position, or a combination of pushing and pulling techniques may be used to insert the liner. The manufacturer's recommendations shall be followed regarding relaxation and thermal equilibrium of the liner prior to terminal and service connections, but shall not be less than 2 hours. Following the required time, terminal and service connections may be made, the annulus of the existing pipes shall be sealed, and backfilling of open pits may be completed. 7- 20.3(2)C PNEUMATIC BORING Some project areas may require pneumatic boring technology ( "Mole" or "Missile ") to install new HDPE irrigation pipe. Where pneumatic boring is required and approved by the Owner, the following shall apply: The pneumatic tool shall be designed and manufactured to force its way through a wide range of soil conditions and shall displace soil during advancement. The size of tool shall be as recommended by the tool manufacturer for size of pipe to be pulled and installed. Sufficient air hose shall be provided to achieve maximum boring lengths. Pneumatic boring depths shall be as recommended by the tool manufacturer for the size of pipe to be pulled, and shall not exceed minimum depths shown on the Plans or specified herein. Ground heaving during boring operations shall not be allowed. All damage as a result of ground heaving, including all required repair, shall be the responsibility of the Contractor. Bore pit locations are shown on the Plans. For pneumatic boring operations, only planned bore pit locations and new irrigation service locations may be used for verification of required depth and direction. Additional excavations required by the Contractor for locating misguided equipment or retrieval of lost or damaged equipment shall be the responsibility of the Contractor. The Owner shall take no responsibility for lost or damaged equipment. All existing underground utilities shall be located by the Contractor prior to pneumatic boring operations. Installation of new piping shall be coordinated with existing utility locations, and clearance from existing utilities shall be as recommended by the tool manufacturer for the size of pipe to be pulled and installed. Damage to existing utilities shall be the responsibility of the Contractor. 7- 20.3(2) D PNEUMATIC PIPE BURSTING Some project areas may require pneumatic pipe bursting technology to install new HDPE irrigation pipe. Where pneumatic pipe bursting is required and approved by the Owner, the following shall apply: The Contractor shall certify the proposed pipe bursting process is suitable for the existing conditions and desired installation and shall be responsible for all damages resulting from Z: \JAN \SPECS\04088 - YK.wpd 6 -38 September 20, 2005 his activity. The pipe bursting tool shall be designed and manufactured to force its way through existing pipe materials by fragmenting the pipe and compressing the old pipe sections into the surrounding soil as it progresses. The bursting unit shall be pneumatic and shall generate sufficient force to burst and compact the existing pipe line. The bursting action of the tool shall increase the external dimensions sufficiently, causing breakage of the pipe at the same time expanding the surrounding ground. This action shall not only break the pipe but also create the void into which the burster can be winched and enable forward progress to be made. At the same time HDPE pipe, directly attached to the sleeve on the rear of the burster, shall also move forward. The size of tool shall be as recommended by the tool manufacturer for the required installation. Sufficient air hose shall be provided to achieve maximum bursting lengths. Bore pit locations are shown on the Plans. For pipe bursting operations, only planned bore pit locations and new service locations may be used for launching /receiving and verification of tool location. The Owner shall take no responsibility for lost or damaged equipment. 7 -20 3(2)E W!NCH!NG The winch shall be of the constant load type but shall be fit with a direct reading load gauge to measure the winching Toad. At the end of each day's winching, the Contractor shall provide the Owner with copies of the forces recorded in winching at the start of any pull and during the pull at increments of 50 feet of winching distance and at any restart after temporary stops. The winch shall be fitted with a device to automatically disengage when the load exceeds a preset maximum load to be approved by the Owner. Under no circumstances will the pipe be stressed beyond its elastic limit. The Contractor shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points. The winch, cable, and cable drum shall be provided with safety cage and supports so it may be operated safely without injury to persons or property. The Contractor shall provide a system of guide pulleys and bracings at each access pit to minimize cable contact with the existing irrigation piping. The nose cone at the head of the slip line pipe shall be fitted with a swivel attachment to prevent or minimize the twist transmission between the winch cable and the nose cone. The excavation supports at the launch site shall remain completely separate from the pipe support system and must be so designed that neither the pipe nor the winch cable is in contact with them. Lubrication to ease the pull shall be as recommended by the HDPE pipe m anu f ac t urer , sh no t be harmful to piping materials, and shall be approved by the Owner. 7- 20.3(2)F INSERTION OR ACCESS PITS The Contractor shall construct insertion or access pits at locations which maximize pulling distances and directions, and which minimize traffic disruption and impacts to adjacent properties. Proposed access pit locations are shown on the Plans for the Contractor's consideration. The final number and location of insertion or access pits shall be proposed by the Contractor and approved by the Owner prior to excavation. Z: \JAN \SPECS \04088 - YK.wpd 6 -39 September 20, 2005 The length of the access pit shall be a minimum of 12 times the diameter of the liner plus the sloping ends of the pit. The ends of the pit shall be sloped at a minimum of 2.5 to 1 slope from the ground surface to the top of the existing irrigation main. The sides of the pit shall be properly braced per local, state and federal regulations. The width of the access pit shall be a minimum of the outside diameter of the existing irrigation main plus 12 inches, but shall not exceed 3 feet in width. The access pit shall allow insertion of continuous pipe length without bending to a smaller radius of curvature than permissible by the manufacturer. • The top of the existing irrigation main shall be exposed to the spring line and the crown of the pipe shall be removed for the full length of the insertion pit. Care shall be taken not to disturb the bottom portion of the existing irrigation main. In addition, the top of the pipe length to be inserted shall be protected from damage at the entry into the pipe to be sliplined. 7- 20.3(2)G SERVICE CONNECTIONS New irrigation service connections shall be made at locations as shown on the Plans or as otherwise directed by the Owner. All existing and new service connections shall be identified and located prior to pipe rehabilitation work. All existing service connections shall be removed in entirety from the existing main and all locations requiring new service connection shall be prepared by removing a minimum of a two (2) foot section of the existing main, centered on the location of the proposed service connection, prior to the pipe rehabilitation work. The Contractor shall allow a sufficient pipe relaxation period, as recommended by the pipe manufacturer, but not less than 2 hours, following the insertion of the HDPE liner prior to completing new service connections. Service connections shall be made by fusion of service saddles onto the new HDPE irrigation pipe. Service saddles shall provide a 3/4 -inch service and shall match the size and type of pipe of the new irrigation main. An application tool shall be used to fuse saddles to new irrigation pipe and all fusing shall be done in strict accordance with the pipe manufacturer's recommendations. Following sufficient cooling time, all service connections shall be tested by the Contractor and approved by the Owner prior to backfilling operations. The Contractor shall prove new service connections are connected to the intended private irrigation system using compressed air, or other method as proposed by the Contractor and approved by the Engineer. 7- 20.3(2)H LEAK TESTING Pressure testing shall be conducted in accordance with ASTM F2164, Field Leak Testing of Polyethylene Pressure Piping Systems Using Hydrostatic Pressure. The HDPE pipe shall be filled with water raised to test pressure and allowed to stabilize. The test pressure shall be 60 psi. The pipe shall pass if the final pressure is with 5% of the test pressure for 1 hour. For safety reasons, hydrostatic testing only will be used. 7 -20.4 MEASUREMENT AND PAYMENT Measurement and payment shall be per Section 1- 09.3(1) Description of Bid Items. 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WEST YAKIMA IRRIGATION . .„.... • SYSTEM -- §,,,,--,:: . ...„..,..„,,,,,,,-„,,,„::„„„-,-",.- WASHINGTON T G ON IMPROVEMENT PROJECT • ;; • ' YAKIMA \i ... - . * ..„......„, SHEET INDEX ' SHEET 1 COVER SHEET SHEET 2 VICINITY MAP & GENERAL NOTES l >'- ; SHEET 3 OVERALL SYSTEM MAP SHEET 4 PROPERTY OWNERSHIP TABLE SHEET 5 -8 AERIAL PHOTOGRAPHS SHEET 9 -22 PLAN SHEETS STATE MAP SHEET 23 -24 DETAILS LEGEND CITY PROJECT NO. 1R2099 EXISTING FEATURES NEW FEATURES H LA PROJECT NO. 04 0 8 8 • (s,zE,Typo SEPTEMBER 2005 IRRIGATION MAIN — IRR — IRR — STEEL POLE/BOUARD 0 NEW IRRIGATION UNE GAS UNE — 5 G — PULL BOX ❑ IRRIGATION VALVE 4 SANITARY SEWER — ss ss — STREET LIGHT 0--4E - - • DOMESTIC WATER w w — WATER METER ® ASPHALT REPAIR AREA emu~? " �. ' ''" i-V STORM DRAIN — D — 0 — GAS METER ® - CULVERT — CM — CULV — ANCHOR —e R — P — . — SIGNAL . a UNDERGROUND x H Louman Associates, Inc. FENCE — x x — CLEANOUT Q IRRIGATION VALVE ® MAILBOX 6 UTILITY POLE -o- CITY OF YAKIMA MANHOLE 0 DECIDUOUS TREE CIVIL ENGINEERING • LAND SURVEYING > PLANNING MIKE SHANE 576 -6480 CATCH BASIN 0 EVERGREEN TREE TERRY WAKEFIELD 575 -6194 - - FIRE HYDRANT ti 801 North 39th Avenue ❖Yakima, WA 98902 WATER VALVE m SHRUB PROJECT ENGINEER MICHAEL T. BATTLE, PE 966 -7000 (509) 966 -7000 FAX (509) 965 -3800 PEL T. g, JOB NUMBER: DATE: � F W . 04088 09 -19 -05 CITY OF YAKIMA SHEET HAibregtse, Louman Associates, Inc. ` � o 4.11'‘ ; DRAWINILE NA 04088. d wg WEST YAKIMA IRRIGATION SYSTEM 1 CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue +Yakima, WA 98902 �, IMPROVEMENT PROJECT OF (509) 966- 7000eFAX (509) 965 -3800 YONA �0� DESIGNED BY: MTB COVER SHEET 24 IEXVIRES p.... 6, zoos 1 REVISION DATE ENTERED BY: TDF GENERAL NOTES 1. THE CONSTRUCTION DRAWINGS PROVIDE ONLY SCHEMATIC AND APPROXIMATE INFORMATION 14. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS -BUILT INFORMATION ON A REGARDING THE EXTENT AND LOCATION OF NEW AND EXISTING IRRIGATION SYSTEM COMPONENTS. TO THE CITY OF YAKIMA FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE OWNER'S UMITED TOPOGRAPHIC SURVEY HAS BEEN CONDUCTED. EXISTING PUBLIC AND PRIVATE IMPROVEMENTS; AFFECTING, THE RIGHT OF WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY CONSTRUCTION OBSERVER AT ALL TIMES. THE CONTRACTOR SHALL DEUVER THESE DRAWINGS TO STORM DRAINS AND CULVERTS; ASPHALT, CONCRETE, AND GRAVEL SURFACES; ROCKERIES, AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ENGINEER AT THE COMPLETION OF THE WORK. RETAINING WALLS, FENCES, AND GATES; SHEDS, SHELTERS, DECKS, PATIOS, WOODPILES, GARBAGE CANS, AND OTHER MISCELLANEOUS ITEMS; VEGETATION AND TREES; AND PARKED VEHICLES, RVS, 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY 18. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, AND BOATS, ETC. ARE NOT INDICATED ON THE DRAWINGS BUT ARE PRESENT THROUGHOUT THE DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE ARRIVAL DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION PROJECT AREA, IN AND ADJACENT TO THE RIGHT OF WAY. AERIAL PHOTOS ARE PROVIDED IN LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE THE PLANS FOR GENERAL INFORMATION, ALTHOUGH ACTUAL FIELD CONDITIONS HAVE CHANGED THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT. ALL SECTIONS OF THE WSDOT/ APWA PERIOD BETWEEN 7:00 A.M. AND 7:00 P.M. EVERY DAY UNLESS OTHERWISE APPROVED BY THE SINCE THE DATE OF THE PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE STANDARD SPECIFICATIONS SECTION 1 -10, TEMPORARY TRAFFIC CONTROL SHALL APPLY IF WORK CITY. EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE WITHIN THE RIGHT OF WAY WILL INTERRUPT NORMAL TRAFFIC OPERATION. THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1 -07.17 OF THE 19. ALL RIGHT OF WAY, PARCEL CONFIGURATIONS, AND OWNER INFORMATION WAS DEVELOPED STANDARD SPECIFICATIONS. ALL DISTURBANCE, REMOVAL, REPLACEMENT, AND RESTORATION OF 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF FROM THE LATEST YAKIMA COUNTY ASSESSOR'S G.I.S. NO FIELD SURVEYS HAVE BEEN EXISTING FEATURES SHALL BE COMPLETED BY THE CONTRACTOR. ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. CONDUCTED. THE CONTRACTOR SHALL VERIFY WITH OR REQUEST ADDITIONAL INFORMATION FROM THE ENGINEER WHERE RIGHT OF WAY OR PROPERTY LINES ARE IN QUESTION. 2. THE CONTACTOR IS ADVISED THAT SURFACE REPAIR IS NOT SPECIFICALLY IDENTIFIED ON THE PLANS FOR EACH REPAIR LOCATION. ALL REPAIR LOCATIONS HAVE BEEN RENEWED FOR SPECIFIC REPAIRS AND OVERALL QUANTITIES CALCULATED. REPAIR QUANTITIES IN THE BID SUMMARY ARE APPROXIMATE, AND ALL FINAL REPAIR TYPES SHALL BE DIRECTED BY THE ENGINEER. 3.. THE CONTRACTOR IS ADVISED THAT A PORTION OF THE PROTECT REWIRES WORK PATH 1-1 � - - -- ■ . .� �� !�� �� � MI \� �� um „ � , ® ® ® _ ►`����� ■_�1�' 1111111111111111!II!Mi!!! I•I� % 1 ASBESTOS CEMENT PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL - , ���� imuniair CODES AND REQUIREMENTS ASSOCIATED WITH HANDLING, REMOVAL, AND DISPOSAL OF MATERIALS ■w _ 1 g�T CONTAINING ASBESTOS. ' illiZCiritrillia I - ] '- - \ � 7 f� I I11 = I I 11 =� I�I`: iii 11 A P 4. THE CONTRACTOR IS ADVISED THAT A SIGNIFICANT PORTION OF THE PROJECT OCCURS WITHIN / , Q21�<2� 6 I , EASEMENTS ON PRIVATE PROPERTY. THE CONTRACTOR SHALL EXERCISE CARE TO NOT DAMAGE ' H 1 ��� ' , , � . t � �. == 1 .r __ LI 1 I I W E PRIVATE PROPERTY AND SHALL LIMIT EXCAVATIONS TO AREAS DESIGNATED FOR SERVICE I . �� ■ ' �`, - - �� N� i VAII - (1(111 ■ � REPLACEMENT OR ACCESS PIT. THE CONTRACTOR SHALL UTILIZE LOW IMPACT CONSTRUCTION '.I' n - - h r ., s METHODS AND EQUIPMENT AND SHOULD ANTICIPATE THE USE OF HAND TOOLS IN THESE AREAS. �., , , =� �' k ' !' ■ �; = 1 I I I- I 5. ANY DAMAGE TO PUBUC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE 1111111. 1111111. . m m ' �� 1 m mrnm " � � I- , CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS SHALL I 1 �r`!� �� �� m mm 133 �� ,,,, , . _ ° z5° 5°° �°°° BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IN A TIMELY MANNER TO THE A i 1 ',, o Now EN 1 � 1 1 1 1 1 I I I I 1 1 1 i1 1 111 ...J L s \ will! II I - � _ _ _ ''I EEC LJ LJ SATISFACTION Of THE DAMAGED PARTY. B „ p, M O - 1 ' , ., `_ 6. THE CONTRACTOR MUST C THE LOCAL UTILITY LOCATION REQUEST CENTER NOT LESS , - - I =M mom � 11M ,= 111 1 11� � �, THAN 72 HOURS NOR MORE THAN 10 BUSINESS DAYS BEFORE ANY EXCAVATION, TO REQUEST - � �� ��_ �• ! _ FIELD LOCATIONS OF UTILITIES. THE TELEPHONE NUMBER FOR THE ONE CALL CENTER FOR ��•� ■ THIS PROJECT IS 1-800- 424 -5555. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY _ �r� {' I 1 1,11 111. �� = �= �_� = 0. = _._ � ., , ■ PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT - Mil ] �� � �� ` .� ME!, ■ POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF T HE CONTRACTOR TO NOTIFY .= ■ mom = le ,� mgm � �� � ! ! ! _ _ �∎ ■� in I � . IIf THE ENGINEER IMMEDIATELY WHERE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH PRO ECT - /1 =r■■ .= No� m = �� -� � ∎ �r � milim mom, wpm. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR POTHOLING OR - _� ■ ■ ■■ �■ ■ ■� N■ � � 1 � . ! !m gm= ���11 VERIFICATION OF EXISTING UTILITY LOCATIONS. R` - �� �,� mil limo limo =1. � =NM MEN � r ∎ ���'a� _ ��! !. uiii � �1 r�1 �`II�� m 1 m ow. mom __� �_! E . �1� �=EN: ►7 1 .=, � ■ T 7-,-,-, t1[� �! gm mid 1 . mi� ■ .. 7. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD ~ _ - 1 was ? x '1 1 1 1 N f MI I 1 f `` la i ■ 1 yqr - .. -. .- = !` Mr. �' ..1111111214111 SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE I1 �\ I t 11 1 Mimi was r ■l/ i 1�■■ ..� 1 1111 1111 11111 1111111 1,1B * 111 �i��I�A��s II WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) AND THE AMERICAN PUBUC �� . �� ■ ■■ �■ 11 ■1 r F % %' , l,4717% / � � � r . /� Ih h5 ■ w i r , WORKS ASSOCIATION (APWA) AND THE SPECIAL PROVISIONS OF THE CITY Of YAKIMA. - - ll_ `. M =7∎1 ■1 1 111 _ "11 11'" /.. ,.,.. , ,, j / j ,...1 .. " / / /_._ , _ /, fi � � j /'rl liti 8. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE. NO BURNING WILL BE ALLOWED. _ ®I♦,/ �= 11 I ' = 11 _ �i� v jj !ii%A.4! - � � P D y� , � %G � '' L1J� (I 1 I I THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN WASTE DISPOSAL SITE MI IV/ 1 1 I 1 .��11� ■.. ���!� 6.- i . � % y ���! j � % �� % �� / ¢�� % i / =,� AT HIS OWN EXPENSE FOR THE DISPOSAL OF ALL UNSUITABLE MATERIAL, ASPHALT, CONCRETE, �! e" 711 1 I 1 I I I-H- 1 11 1 1.1 1 � of e A iy %ii'..�. /i ii..= ..7 1 % I�f � ! , p� � ;, ir k; �� 7 DEBRIS, WASTE MATERIAL, AND ANY OTHER OBJECTIONABLE MATERIAL WHICH IS DIRECTED TO - _ ' 4 /�� , ! ' �� ,..,. :+ n , .1/iiiii /d.; j� .Z. %) �� '�'': - y d i..* , �r �_ _111 ■� WASTE. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS = 1 ilni ��: Y'; , 111111111 11111� i�r%% i v � i�,"i % " , 6 4'r %v %e % 4 - ,4 % ; / % , % °-�� %j �� . 11111111 BM= 1111111 1111111111111 % s o i / i / $ - . ; 4/.4 r, A ii j % 11 1m REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC 173 -304, SUBCHAPTER 461. -- _ ® ■= _� nr / %/ %%• �i / /� �' r r ' ' ,' / ,,, / ' P i _ C 9. AT ALL•TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR M■ IIIv: � � r CONTROWNG ON -SITE EROON DUE TO WND AND RUNOFF. I HELM 11111 I I '11111 1111 111I�1 I I I I -(1 1 II1111 11 1 rEFR I. ....I r a 11 70. A PRECONSTRUCTION MEETING WITH THE LOCAL JURISDICTION /PUBLIC WORKS DEPARTMENT, -I X11■ I♦� 1 I I- 11111 � ! •• �,� • �� _- __ THE ENGINEER, THE CONTRACTOR, AND INTERESTED UTILITY COMPANIES SHALL BE HELD A - - _ ,.1, 11'111 I • = i ",1 X111 ■ ■r - MINIMUM OF ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. THE OWNER'S CONSTRUCTION OBSERVER r t ��� ■ ii Mom= Mom= !� �t e IL ,�� - - _ _ SHALL BE GIVEN 48 -HOURS MINIMUM NOTICE PRIOR TO THE START OF WORK. - J - ill M mI,� ' - Mow MINN IN m! � 1P � _ - v - _ _ = _ m 11111111 � �∎ � No , .. ,===1 � - - 11. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) = mi.. I= �! ` _ _ _ _ COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND I �� �wi� I 1 - ��'� ..1111111 1�II. � I _ _ _ _ EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON -SITE AT ALL TIMES. 1 = .. E rm �- - _ . s- �,' �' _ = _- 12. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH �I I • Elm EN MINIM MINIM - C = _ ow I ! = _ _ - _ _ EN EMM THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT /APWA SECTION 2- 09.3(3)0, IT 1 1 � = -! _ _ =- == SHALL BE SHORED AND CRIBBED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MN M - - - I T \ - _ _ WORKER SAFETY AND THE ENGINEER ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS �.1 .E 11 ' 1 -T I� 1 - 1111 1- 1 SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, I = _ 11 _ - - _ CHAPTER 49.17 RCW. - 1 - I ���� 1�1 1111 1�II 1 - e I 13. IF, DURI THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE 14 V 1 1 L 1 _ �g lo HH®= == F= CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. • � v ' O w T ' '? JOB 0 O88 09 -19-05 CITY OF YAKIMA SHEET Huibregtse, Louman Associates, Inc. ,�. ' FILE NAMES: 2 !s CIVIL ENGINEERING •LAND SURVEYING •PLANNING : I - DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue +Yakima, WA 98902 �. s " - IMPROVEMENT PROJECT OF (509) 966 -7000 o FAX (509) 965 -3800 ° -ON # , /79 /pr DESIGNED BY: MTB 24 IE%PIPEB .,. a. :ow REVISION DATE ENTERED BY: TDF VICINITY MAP AND GENERAL NOTES N WE lik S 0 25 250 SHEET 21 SHEET 15 SHEET 16 SHEET 13 i i i i i i SHEET 10 SHEET 12 SHEET 9 IiR. I L .. ER SUMMITVIEW AVE. 1 0] � at 1 21 22 23 40 r787919896 a 163 • 1 & 121 129 135 136 142 143 151 152 C 179 195 W 196 1 199 I 162 m 'b m . `# 80 1 97 gg 67 2 1 16 24 39 k 60 1 d 122 1 . 3 1 25 75 81 96 161 180 194 1 1 4 1 15 26 38 61 82 95 12 � 3 128 130 134 137 141 1 197 ; 198 1 160 1 a 62 74 4 83 9+t _r_-� _ 181 193 e 5 la 27 37 63 73 84 9a E U EANOR SHEET 17 , � I •�� 1: SHEET 18 ..,, F Et 6 1 131 Q 28 36 N 64 1 I. 85 B 1111 ::: 182 1, r 192 35 Z 183 191 s ,. 8 91& Z 30 66 71 88 gp 189 i AI e 67 70 89 I j 9 10 31 32 a 184 185 186 187 1 1 0 $ 0 68 69 F 87 88 :' 156 1 188 IMO 1111 .�.......F T k SHEET 19 a g 41 53 I 1 < 9 ,__ SHEET 20 L. CO a5 46 a9 50 ; 100 104 105 108 109 112 113 115 11 120 N 176 200 203 204 205 -, ¢ gill 5 212 42 55 i 1 119 1 wo z Zoe 4 101 43 44 47 48 51 52 56 .7 103 106 107 110• 111 114 11 118 176 Q 201 202 206 [ 213 214 215 IN 102 N 1 4 YAKIMA AVE. i et SHEET 11 SHEET 14 1111 MI Z FM Ilt CHESTNUT AVE. SHEET 21 SHEET 22 �o � L T. g JOB ER: 09D79�05 CITY OF YAKIMA SHEET Hulbregtse, Lonman Associates, Inc. P4. , , FILE NAMES: 3 CIVIL ENGINEERING •LAND SURVEYING •PLANNING DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue mYOkima, WA 98902 / . IMPROVEMENT PROJECT OF -_ (509) 966 -7000 a FAX (509) 965 -3800 • • ' ,fir DESIGNED BY: MTB 24 - o OVERALL SYSTEM MAP EXPIRES p., .. 6. r REVISION DATE ENTERED BY: TDF LOT NO. PARCEL NO. OWNERSHIP SITE ADDRESS LOT NO. PARCEL NO. OWNERSHIP SITE ADDRESS LOT NO. PARCEL NO. OWNERSHIP SITE ADDRESS 1 181323 -31027 DINGUS 2710 SUMMITMEW ME 79 181323 -31438 PATTEN 2408 SUMMITVIEW AVE. 157 181323 -42526 COLBY 104 N. 22nd AVE. 2 161323 -31461 SALATINO 119 N. 281h AVE B0 181323 -31437 KEYS 117 N. 25th AVE. 158 181323 -42004 HARTLEY 106 N. 22nd AVE. 3 181323 -31462 ROYBAL 117 N. 28th AVE. 81 181323 -31436 THOLIPSON/HIOTT 115 N. 25th AVE 159 181323 -42003 BURNER 108 N. 22nd AVE 4 181323 -31463 CALAHAN 115 N. 28th AVE. 82 181323 -31435 PALMER 113 N. 25th AVE 160 181323 -42417 WATROUS 110 N. 22nd AVE 5 181323 -31464 GALBRAITH 111 N. 28th AVE 83 181323 -31434 VALDEZ 111 N. 25th AVE. 161 181323 -42416 FISHER 112 N. 22nd AVE. 6 181323 -31465 KORN/KENDALL 109 N. 28th AVE. 84 181323 -31433 HOHMAN 109 N. 25th AVE. 162 181323 -42407 NAQIB (R) 114 N. 22nd AVE. 7 181323 -31466 HALL 105 N. 28th AVE 85 181323 -31432 OLIVARES (R) 107 N. 25th AVE. 163 181323 -42408 LAMB 2202 SUMMITVIEW AVE 8 181323 -31467 WITE 103 N. 28th AVE 86 181323 -31431 MASON 103 N. 25th AVE. 164 181323 -42409 BEEHLER 9 N. 24th AVE 9 181323 -31468 COLVIN 2709 BARGE ST. 87 181323 -31430 SKJELSTAD 101 N. 25th AVE 165 181323 -42510 LATTOMUS 2311 W. YAKIMA AVE. 10 181323 -31469 COLVIN 2701 BARGE ST. 88 181323 -31429 WHITE 102 N. 24th AVE. 166 181323 -42511 BELT LIVING TRUST 2307 W. YAKIMA AVE. 11 181323 -31470 SOTELO 104 N. 27th AVE. 89 181323 -31428 METCALF TRUST 104 N. 24th AVE 167 181323 -42508 ROBERTS (R) 2310 BARGE ST. 12 161323 -31471 MACH 108 N. 27th AVE. 90 181323 -31427 ALTHAUS 106 N. 24th AVE 168 181323 -42507 CONNER 2306 BARGE ST. 13 161323 -31472 ALDERSON 110 N. 27th AVE 91 181323 -31426 DRURY 108 N. 24th AVE 181 181323 -42412 KNIGHT 2303 W. YAKIMA AVE 14 1B1323 -31473 HECKART 112 N. 27th AVE. 92 181323 -31425 SMITH 110 N. 24th AVE. 170 181323 -42413 CALLAWAY 2301 W. YAKIMA AVE 15 181323 -31474 DUNNING 116 N. 27th AVE. 93 181323 -31424 RODRIGUES 112 N. 24th AVE 181 181323 -42506 ROSE 2302 BARGE ST. 16 181323 -31475 HAYDEN 118 N. 27th AVE 94 181323 -31423 ALTHAUS 114 N. 24th AVE. 172 181323 -42402 BERNDT 2212 BARGE ST. 17 181323 -31024 HAYDEN 118 N. 27th AVE. 95 181323 -31422 PERSONEUS 116 N. 24th AVE 173 181323 -42403 EDMONDSON 2211 W. YAKIMA AVE 18 181323 -31026 SMYTH 2706 SUMMITVIEW AVE 96 181323 -31421 ZWICK 118 N. 24th AVE 174 181323 -42404 CONAWAY 2209 W. YAKIMA AVE 19 181323 -31025 CARNEVALI 2704 SUMMITMEW AVE 97 181323 -31420 LEONARD TRUST 12D N. 24th AVE 175 181323 -42401 FREITAG 2208 BARGE ST. . 20 181323 -31023 DEMARS 2702 SUMMITMEW AVE. 98 181323 -31418 ENGLEHARDT 2406 SUMMITVIEW AVE. 176 181323 -42400 HOLM 16 N. 22nd AVE. 21 181323 -31054 WARDELL 2612 SUMMITMEW AVE. 99 181323 -31419 YEAROUT 2402 SUMMITVIEW AVE. 177 181323 -42405 JOHNSON 2205 W. YAKIMA AVE. 22 181323 -31004 NORDBERG 2610 SUMMITMEW AVE 100 181323 -31034 MISFELDT (R) 2516 BARGE ST. 178 181323 -42406 JOHNSON 2201 W. YAKIMA AVE 23 181323 -31003 HIWARD 2606 SUMMITVIEW AVE 101 161323 -31036 ENSLOW 5 N. 26th AVE. 179 181323 -42479 MANTEY 115 N. 22nd AVE. 24 181323 -31007 MELCHER 117 N. 27th AVE 102 181323 -31037 BRIGGS 2511 W. YAKIMA AVE 180 181323 -42480 DANIELS 113 N. 22nd AVE 25 181323 -31008 MILLS 115 N. 27th AVE 103 181323 -31038 LOVER 2507 W. YAKIMA AVE. 181 181323 -42481 FONTANILLA (R) 111 N. 22nd AVE. 26 181323 -31009 MUNSON 113 N. 27th AVE 104 181323 -31033 KINCAID 2508 BARGE ST. 182 181323 -42482 WOOD 109 N. 22nd AVE. 27 181323 -31012 KARAU 111 N. 27th AVE. 105 181323 -31032 SUTLIFF 2506 BARGE ST. 183 181323 -42483 PECK 107 N. 22nd AVE. 28 181323 -31013 HANNON 109 N. 27th AVE 106 181323 -31039 DORANTES 2505 W. YAKIMA AVE. 184 161323 -42484 LABBERTON 2117 BARGE ST. 29 181323 -31016 SXKILLER 107 N. 27th AVE 107 181323 -31040 HAYS 2503 W. YAKIMA AVE 185 181323- 42485 HOLM 2111 BARGE ST. 30 181323 -31017 BALDWIN 105 N. 27th AVE. 108 181323 -31031 HEADDING 2504 BARGE ST. 186 181323 -42486 BOWLES 2107 BARGE ST. 31 181323 -31021 BURNS 2611 BARGE ST. 109 181323 -31523 CHOTT 2502 BARGE ST. 187 181323 -42487 NUZUM 2105 BARGE ST. 32 181323 -31020 LEOFSKY 2607 BARGE ST. 110 181323 -31041 THOMPSON (R) 2501 W. YAKIMA AVE 188 181323 -42488 BOAZ 102 GILBERT DR. 33 181323 -31019 MAHONY 102 N. 26th AVE 111 181323 -31502 EASTWND 2411 W. YAKIMA AVE 189 181323 -42489 MARTINKUS 106 GILBERT DR. 34 181323 -31018 ANDERSON 104 N. 26th AVE. 112 181323 -31500 PARKINSON 2416 BARGE ST. 190 181323 -42490 OSBORNE 110 GILBERT DR. 35 181323 -31015 OWEN 106 N. 26tH AVE. 113 181323 -31499 ANDERSON 2410 BARGE ST. 191 181323 -42491 DAMS 114 GILBERT DR. 36 _ 181323 -31014 BROWN 110 N. 26th AVE 114 181323 -31503 HARRISON 2405 W. YAKIMA AVE 192 181323 -42492 SENTZ 118 GILBERT DR. 37 181323 -31011 HALL.ETT 112 N. 26th AVE 115 181323 -31498 BURNS 2406 BARGE ST. 193 181323 -42493 TERRELL 124 GILBERT DR. 38 181323 -31010 MADDEN 114 N. 26th AVE 116 181323 -31497 KENDALL 2404 BARGE ST. 194 181323 -42494 DENNEY 128 GILBERT DR. 39 181323 -31006 HANKS 116 N. 26th AVE. 117 181323 -31504 PETTYJOHN 2403 W. YAKIMA AVE 195 181323 -42495 BERGHOFF (R) 132 GILBERT DR. 40 181323 -31002 BROWN 2602 SUMMITMEW AVE 118 181323 -31505 BEEBE 2401 W. YAKIMA AVE 196 181323 -42467 MILLET 119 GILBERT DR. 41 181323 -31412 KEITH 5 N. 28th AVE 119 181323 -31496 ANDERSON 8 N. 24th AVE. 197 181323 -42468 WILSON 117 GILBERT DR. 42 181323 -31414 KEITH 5 N. 28th AVE 120 181323 -31495 BRANSON 2402 BARGE ST. 198 181323 -42469 PRENTICE 115 GILBERT DR. 43 181323 -31524 FRAME 2707 W. YAKIMA AVE. 121 181323 -42423 CROW t1 2312 SUMMITMEW AVE. 199 181323 -42466 HURD (R)(V) 2010 SUMMITMEW AVE 44 181323 -31417 EVENSON 2703 W. YAKIMA AVE. 122 181323 -42425 WALTER (RXV) 119 N. 24th AVE 200 181323 - 42499' DEMPSEY 2118 BARGE ST. 45 181323 -31413 COLMN 2706 BARGE ST. 123 181323 -42424 ANDREOTR (R) 2311 ELEANOR ST. 201 181323 -42500 GREENLEE 2111 WEST YAKIMA AVE. 46 181323 -31410 GOECKLER 2702 BARGE ST. 124 181323 -42436 LEE (R) 109 N. 24th AVE 202 181323 -42501 YAKIMA VALLEY MUSEUM 2109 WEST YAKIMA AVE 47 181323 -31411 ROTTA (R) 2701 W. YAKIMA AVE 125 181323 -42437 BEAULAURIER 2311 BARGE ST. 203 181323 -42498 MUSSETTER 2112 BARGE ST. 48 181323 -31409 SHIVELY 2611 W. YAKIMA AVE 126 181323=42438 SUHM 2309 BARGE St 204 181323 -42497 LEE 2108 BARGE ST. 49 181323 -31408 WAY 2612 BARGE ST. 127 181323 -42435 CAPETILLO 2310 ELEANOR ST. 205 181323 -42496 O'CONNOR 2106 BARGE ST. 50 181323 -31405 ' MEYER 2610 BARGE ST. 128 181323 -42426 ELKINS 2309 ELEANOR 5T. 206 181323 -42502 O'CONNOR YAKIMA AVE 51 181323 -31406 ENSLOW 2609 W. YAKIAM AVE. 129 181323 -42422 FORREST 2308 SUMMITMEW AVE. 207 181323 -42503 FERGUSON 2103 W. YAKIMA AVE. 52 181323 -31407 CRABTREE 2605 W. YAKIMA AVE. 130 181323 -42427 FAUL 2307 ELEANOR ST. 208 181323 -42504 LICHT 6 GILBERT DR. 53 181323 -31404 COLVIN 2606 BARGE ST. 131 181323 -42434 CADDEN 2308 ELEANOR ST. 209 181323 -42478 HOLBROOK 1 GILBERT DR. 54 181323 -31400 WHITNALL 10 N. 261h AVE. 132 181323 -42439 POWELL 2307 BARGE ST. 210 181323 -41488 BETHEL 1911 W. YAKIMA AVE 55 181323 -31401 WHITNALL 8 N. 26th AVE 133 181323 -42433 HUI • 2306 ELEANOR ST. 211 181323 -41489 GENOVA W. YAKIMA AVE. 56 181323 -31402 TRULL 2603 W. YAKIMA AVE 134 181323 -42426 SIMMONS 2305 ELEANOR ST. 212 181323 -41490 FULTON 1903 W. YAKIMA AVE 57 181323 -31403 TRULL 2601 W. YAKIMA AVE. 135 181323 -42421 BORRELL FAMILY TRST.(R) 2306 SUMMITMEW AVE 213 181323 -41413 FINCH 1901 W. YAKIMA AVE. 58 181323 -31480 HUDON 2512 SUMMI7NEW AVE 136 181323 -42420 DOBRANSKY 2304 SUMMITVIEW AVE 214 181323 -41412 SACKMANN 1817 W. YAKIMA AVE. 59 181323 -31458 WERRA 2510 SUMMITVIEW AVE. 137 181323 -42429 CRAMPTON (R) 2303 ELEANOR ST. 215 181323 -41410 SELLS FARGO BANK 1811 W. YAKIMA AVE. 60 181323 -31457 ISAAK - 117 N. 26th AVE 138 181323 -42432 PAYNE 2304 ELEANOR ST. • 61 181323 -31456 BELL 115 N. 26th AVE 139 181323 -42440 DAY 2301 BARGE ST. 62 181323 -31455 TRUSTEE GALLOWAY 113 N. 26th AVE 140 181323 -42431 BLADOW 108 N. 23rd AVE. 63 181323 -31454 JENSEN 111 N. 26th AVE. 141 181323 -42430 EGGLESTON 2301 ELEANOR ST. ' 64 181323 -31453 JENSEN 109 N. 26th AVE. 142 181323 -42419 GIBBONS 2302 SUMMITMEW AVE. 65 161323 -31452 BELLE /GREEN 107 N. 26th AVE. 143 181323 -42411 AMERICAN GEN HOME EQ 2216 SUMMITMEW AVE - 66 181323 -31451 HADERUE 105 N. 26th AVE 144 181323 -42412 FEATHERS 2211 ELEANOR ST. 67 181323 -31450 SMITH 103 N. 26th AVE 145 181323 -42445 FENDELL 2212 ELEANOR ST. 68 181323 -31449 VANWAGONER 101 N. 26th AVE 146 181323 -42446 MORAN 2211 BARGE ST. 69 181323 -31448 ROBERTS (R) 102 N. 25th AVE 147 181323 -42447 FALLER 2207 BARGE ST. 70 181323 -31447 SCHMID 104 N. 25th AVE 148 181323 -42444 SUNDQUIST 2210 ELEANOR St 71 181323 -31446 MYERS 106 N. 25th AVE 149 181323 -42443 TROIANELLO 2208 ELEANOR ST. . 72 181323 -31445 GNOJEK 108 N. 25th AVE 150 181323 -42413 SUTTON 2209 ELEANOR ST. 73 181323 -31444 MALMASSARI 110 N. 25th AVE 151 181323 -42410 HOFFERT 2214 SUMMITMEW AVE 74 181323 -31443 COPELAND 112 N. 25th AVE 152 181323 -42409 TRAPP 2206 SUMMITMEW AVE 75 181323 -31442 PORTER 114 N. 25th AVE 153 181323 -42414 ARNDT 2207 ELEANOR ST. 76 181323 -31441 CONNALLY 2506 SUMMITMEW AVE 154 181323 -42442 REIGEL (R) 2206 ELEANOR ST. 77 181323 -31440 GARZA 2502 SUMMITMEW AVE. 155 181323 -42449 MEEHAM BARGE /22nd AVE 78 181323 -31439 BOUGHTON 2412 SUMMITMEW AVE 156 181323 -42006 MEEHAM 102 N. 22nd AVE ti P t T BAT , JOB 04088 09 FILE NAMES: 0 9 CITY O F YAKIMA • Huibregtse, Lowman Associates, Inc. `� 4 fir CIVIL ENGINEERING •LAND SURVEYING •PLANNING ' DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM SHEET 801 North 39th Avenue WA 98902 i IMPROVEMENT PROJECT OF .� (509) 966 -7000 o FAX (509) 965 -3800 T y 0N , /9 , 0 DESIGNED BY: M78 24 !Pe p _ I. REVISION DATE ENTERED BY: TDF PROPERTY OWNERSHIP TABLE i ■ N. 18th AVE. i ■ ■w■ t - ill olio* I,: _. : .... ,I, 1 . - ,, # ' i alt • a t i; » :: i' o_u so 100 ■ F .t IN A mom as 4. . I a ri ., . 1 . __ .........,...... ,,,,,, _ ■ ■ 11111111111111111 ■ ■ //■ ■ ■ EXISTING IRRIGATION PIPE TO BE REPLACED NOTE: a< Y ' ■ ■ THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS : `, 4 3. ' . y t ■ • '!■ NEW IRRIGATION PIPE LOCATION HAVE CHANGED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT t ■ _ , U AREA(S) TO NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND ■ is _ TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF ill i ► ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE TO BE ABANDONED THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. a i . ' ■ AA • - - Y • •11111111111111111111111•1111111111 EXISTING IRRIGATION PIPE (NO IMPROVEMENTS) 9 , ,, ■ ;� . ■ ■ ■■■■� . : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ •-- ■ 4 ■ . 1 ■ " 1 ■ ma r al ° t, t A pp r ie i - r ■ ■ ■ 4 la y al sva 411 ' '� ftK.A i � . .. s.rre_srdarras/a..yytc LH. - $ tar . „ .. j : , I at 1 i lM? 111 • , t ....._ , - , t - -. .. }. 1 - ± • > t ! i s . 1 • im i c • 1 .. .1. ,* j t t . _ ..: lol .. .. _. am j !� y ,, € !` t ~ . +d S P ".1, i e d �' 4 - _ i 1 4 ,.. ... , ` a y S Q 4.1' t om , t � � i ; E ll Ekglirk 4/ 1 MI t in 1 • 0 4. lip LBERT A II* al a ▪ ..t."11401760 ■ ,�, U■ # r R # 'IF tom.. • *: t I - - , - . ._.. ice, 111 4 Ili s • ' .. . _ - - MATCHLINE SHEET 6 1 JOB NUMBER: DATE CITY O F YAKIMA '� 1 • Huibregtse, Lowman Associates, Inc. i .,:.., _ 0 0 09 I9 05 FILE NAMES: ♦ ♦ CIVIL ENGINEERING -LAND SURVEYING - PLANNING ' ' 1 DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 5 801 North 39th Avenue *Yakima, WA 98902 IMPROVEMENT PROJECT OF (509) 966 -7000 • FAX (509) 965 -3800 I ` /j / / o �( DESIGNED BY: M 24 TB AERIAL PHOTOGRAPHS 1 Immo A... 6. rood 1' REVISION DATE ENTERED BY: TDF MATCHLINE SHEET 5 . II i N. i , •9 S t %.* ' ,. ' 0 A , • 1 1 4 Allifir 1 s I!■! 1 i . , 1 am ter • a _ ,y 44 ,1 x41 1 , • 41 . + • NI irk S n f " , f is ' ■ it ( '4' • � a "! i ■ , •� ♦ . T - ° �� 4•.sF. ` t + ti�h { . r • • _, r a S r ,n .' t r in I .4; L I. -. 4111L n .. # R � 4 ZL1 „,. ,. Yi b r i . a #. 4 "4 4 tit , ,,gy�pp,, - _ ■ a _ -r. ;. .,; •• �, , n ” � ` gm 35r ■ i, .,; 1 ' r.. - ' n: ' . 4,. .. ,?: lr II. X Z liti II. k ''' , ..i. 114 )rdit . . 4 ' _ „,IL- ill W s .. 4. It t ..,,,. il A .... . — . -A... .........44 ..,,, W J 4., .. L ....., _ : - , L a . - 1 . Al . ,,,,, . , . :. . .,,, ....- ... ,,,, . .., r �� . . i : ... .s. . , , „. _ .......„. ,... . _, , .. , ,„, - . VJ M '1 . ... . l! y ,. f ''Irsr .. y• �� 4 IN - � lli i .47. ■ 1 . , .. . # . . • tom_ A X . . Ilr ' ". • • mili .. ; i r." :, .,-- ' L a x ■ AI _ r.9 , NI r NI NI N • ■ .., SI ■ i — t . ::Ilv $$iE>l� ■ ! 'Yid +. e s • 1 NI III O. ■ r. . i t r . ■ 1 W MATCHLINE SHEET 7 so • z 0 25 ,00 NOTE: mom= — ♦ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE TO BE REPLACED ■ ■ II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE TO BE ABANDONED S AEAL HOTOOWN FOR GENERAL INFORMATION NLY. ACTUAL FIELONDITION H E P SINCE S THE ARE DA Of THE HOTOS. THE CONTRAC SHALL VISIT TD HE C PROJECT S I NEW IRRIGATION PIPE LOCATION ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE (NO IMPROVEMENTS) TO DETERMINE THE E REQUIREMENTS n OR THIS DETERMINE CONTRACT IN ACCORDANCE WITH S SECTION A 1-02.40 ) OF THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. � T • 8� X 04088 09 05 CITY OF SHEET I �• � Hnibregtse, Lohman Associates, Inc. * $ " FILE NAMES: 6 ♦ CIVIL ENGINEERING •LAND SURVEYING •PLANNING ' ., �t DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue •Yakima, WA 98902 ., ... IMPROVEMENT PROJECT OF (509) 966 -7000 • FAX (509) 965 -3800 ." 1' DESIGNED BY: MTB I I• = I r 1041044.4 } - 1 �r o REVISION DATE DESIGNED BY: TDF AERIAL PHOTOGRAPHS 24 ' MATCHLINE F SHEET 6 ., i 'l . - . ' r 1 ;' I T III ► �pi 3:m:r i ` � :, i ,.. ■ r . II 1 f �, IN y Li.. II - e E it --inn �, .: . tdR' �^ • ■ 11 t ■ w . y ■ ■ 4 ■ r v. a 11P1 . MI 'III ■ \, ' a i. . } ■ ilLe - •a y - MR el ■ r1 miho ■ i '2 ,11i i i - . ' ■ ■$ 11 till_ '�` - . ■ In � 11/* ` .�. ^ ; +� N . 24th AVE 4 ***. ■ , ` • ., ,• 4 L. � , ig § 1 -, a. r 1 _ illini: xpil I■ 7 II 4 ■ Mira ■- Y . . ■ ' # 'wT` y t +' .§ { ilk ` - \A R • 1" t'X • -� 1 Tb ! Q T 4 1 1 1 1 1 T H TZ .N: , . , A 3 , it .a W Y g p� i Li l t at 0 1 '-'"....' 1 - i y P' , .�..M' w0 N L ? , A a.. ` Y , r C `c. Q•� III y } i , Y -a. 'T • -J� �''! iS' .f µ R fig .11 • 5th � AVE. �! } 1 r rhciwil yy� „ : : . 1. ' tr. iii - -.. 1...... • . .,...). .4.,..., . 2 . , ,, 4444. - all .T - u Low r r 4° . . . +�. t t Wi t; • . _ s ■ ,ei 1 W MATCHLINE SHEET 8 ima • NOTE: z .. Mr m I z — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE TO BE REPLACED II ■ ■ ■ ■ ■ ■ ■ ■ 11 11 11 ■ ■ ■ IN EXISTING IRRIGATION PIPE TO BE ABANDONED THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS HAVE CHANGED SINCE THE DATE OF THE PHOTOS, THE CONTRACTOR SHALL VISIT THE PROJECT VIIMMINIMMENIMIll AREAS) TO NOTE EXISTING CONDITIONS, T O DETERMINE THE LOCATION OF EXISTING FEATURES, AND NEW IRRIGATION PIPE LOCATION ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE (NO IMPROVEMENTS) TO D TERMINE THE REQUIREMENTS FOR T CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF THE STANDARD SPECIFICATIONS, SEE ALSO GENERAL NOTES ON SHEET 2. JOB NUMBER: DA's �" � CITY O F YAKIMA ` Haibregtse, Louisan Associates, Inc. > •; oeoaFl� N,wES9 -19 OS I ♦♦• CIVIL ENGINEERING •LAND SURVEYING - PLANNING ' /� 1 DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 7 801 North 39th Avenue ♦Yakima, WA 98902 / ;. ! IMPROVEMENT PROJECT or I (509) 966 -7000. FAX (509) 965 -3800 �y'. �S ( DESIGNE BY: YTB TDF AERIAL PHOTOGRAPHS 24 Immo }. a. tow REVISION DATE ENTERED BY: 1 111 MATCHLINE SHEET 7 ii=ain 41. 10 • 4, • ! Ill e. it 1 tit . r m . m 1111 I ll 11111111111 , ,‘,.. ININ - it illi ' 4. LI:1 iii a :VII i� r ■ al _ l • 1 . S P - fit . • El ._4 A.. NI ■ • 71 11 : I. 111 71 . . 4 ra Y III + ' � .` � ; + • fa' i T . . • i llti: In y , e ♦ t ■ "'rte, - ; • -- - , . . ti r � ■ ` ' >r _ R ..,.. . . . a : _ 4 E , ter f • • ■ ■ f ■- . -'fir a , i III ' ■ A L 1 4 .rte ' - .+ K `‘74 '... : _ I , . (- 4 A • t 1 , NW " lir ** I ! 1 . . 4 WINEIN t ki IV x• : N. 27th AVE. s' ' . : ' ■ _ 1 . ■ III 11 Y e t I .. . ir lirlil k it . f , -. _ `�- Ili . 1 1111 ;. 4 - 441 t .1 _ 1 W > c ■ • ri,,,,,,.., a. ,.. ; r t ' Q - a _ ■ • • et 41111' ..... 4. iiii 2 , ik A .. _ if . i N r iii.10 • it IL 1 II ■ ' a c 4 it + � w - �j f IN * c iii IN III . 1 , i I I -- . – roar. cc. , it. . ,... •••• 4 4 • # 1 . M i ii . . , , . . 7 ' 4 '. il 4111111811111 It ... , .. , tip . .,, . . , . . .. . ... .... . . ,41 . ,. #. c ‘ t , , ______ ...., ,. --...c. - --„: it , . I 1... ... -A,. . 1..1 . • • III ■■ ■r“■ ■■ e■t■Illlr ■r■vi■■■■■ maw � rail r■r ■■■ter■ - ■ ■ ■ ■ ■ ■i■ ■■ ■■1 . . • N. 28th AVE. • w • • ■ 1 lion■■ •: �. • ■ ■ . 1 to • it tt w NOTE: I o n so i oo THESE AERIAL PHOTOS ARE SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS z. ♦ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE TO BE REPLACED MEMOS ■ ■ 11 ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE TO BE ABANDONED HAVE CHANGED SINCE THE DATE OF THE PHOTOS. THE CONTRACTOR SHALL VISIT THE PROJECT • AREAS TO NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1- 02.4(1) OF IMMIMIMEMMIN NEW IRRIGATION PIPE LOCATION ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING IRRIGATION PIPE (NO IMPROVEMENTS) THE STANDARD SPECIFICATIONS. SEE ALSO GENERAL NOTES ON SHEET 2. 1 S — 9 05 DRAWING: 04088.dwg WES CITY OF YAKIMA I HAibregtse, Loma" Associates, Inc. ;,.; ' _ FILE NAVES: 8 / IMPROVEMENT PROJECT OF ' CIVIL ENGINEERING •LAND SURVEYING •PLANNING �;� YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue .Yakima, WA 98902 I (509) 966 7000 FAX (509) 965 3800 r j f ,� a s Imwo I.- f, r., DESIGNED BY: 1,1113 TDF AERIAL PHOTOGRAPHS 24 . REVISION DATE ENTERED BY: , w =I Z 404 10 20 40 10t (0 _ 16 15 14 13 12 11 10 • 19 I —__, ® = 0 .® _ " = I " O H M ® O ® a ° ` eio -ss ss ° 5s ss __ A RBORNTAE M 6 S AN . S EWER N N !'�' li _ n PLANTER • NEW 2" HDPE t PLANTER t PLANTER NEW 2" HDPE ■ 18 k_ —0-+— — — + - - - n + - - 4. + -t+ IF = W I 6 QED v z SHED Z (1 1/2 GALV.) Z z t Z (2 GALV.) z z" p F 3 z 1n z N = HI , ' O W W �r O z '� M i M N N L s co J SWIMMING o ® O � Pool 10 VI m? 0 W APPROXIMATE LOCATION OF EXIST. • = PIPE DIAM. TRANSITION U 84! E. _ M 1 I 2 3 4 5 6 7 8 9 i ` E DENOTES PROPOSED ACCESS PIT LOCATION FOR IBD ® 0 BE P BY THE CONTRACTOR AND APPROVED IBYSTHE SHALL N I ® ENGINEER PRIOR TO CONSTRUCTION. U W 5 ® 31'E. = = W ® ® = 1 U) 4111D (i) 4 w m m m _ I W ,ii gMii/iMra: MEM L._1 Z -- - -_�" WOOD STAVE) — — s _ 4—NEW — — -- _ _ (6" WOOD STAVE) : , _ N. 28th A VE. _ Q _ -- " Z ---ASPHALT—z . _...- __ _ _ _ NEW 6" HDPE "iizg .. �I - - - -� . ��' m . w < 0 `_ : " GAS MAIN �.. 4,8 M o . LAWN Q O _v C G N1 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN N6 INSTALL NEW 6 "x4" HDPE CROSS, LEG, EA 4 - NCH R.S.G.V. WITH VALVE BOX N 6 • FROM EXIS11NG CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. AND 4 "x2" REDUCER ON EAST LEG, 1 EA 6" R.S.G.V. WITH VALVE BOX ON THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, NORTH LEG, 6 "x4" REDUCER ON WEST LEG, AND CONNECT TO NEW AND i I AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF Z EXISTING. PIPING WITH FITTINGS AS REQUIRED. IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. Q CD INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS V OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE N7 REMOVE EXISTING VALVE AND VALVE BOX. FITTINGS AS REQUIRED. SEE DETAIL. ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE 0 SLIPLINE APPROXIMATELY 505 L.F. EXISTING 12" AC PIPE WITH NEW 6" HDPE PIPE. 41110 EXISTING SERVICE LINES NOT DESIGNATED FOR REPLACEMENT SHALL BE ABANDONED, DIRECTED BY THE ENGINEER. SEE ALSO SHEET 11. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. REMOVE EXISTING SERVICE VALVE 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY 0 SLIPLINE APPROXIMATELY 305 L.F. EXISTING 12" AC PIPE WITH NEW 6" HDPE FROM AND CAP SERVICE LINE TO PRIVATE SYSTEM. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CANTERBURY STREET TO THE SOUTH SIDE OF SUMMITVIEW AVENUE. SEE ALSO CAP END OF NEW 2" HDPE PIPE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT • SHEET 21. CID RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE ®i SLIPLINE APPROXIMATELY 155 L.F. EXISTING 3" A.C. PIPE WITH NEW 2" HDPE PIPE. ® INSTALL NEW 2" HDPE TEE, 2" VALVE AND VALVE BOX, AND CONNECT TO EXISTING CONTRACTOR'S ACTIVITIES. BLOW -OFF DRAIN PIPING WITH FITTINGS AS REQUIRED. ® BURST APPROXIMATELY 275 L.F. EXISTING 2" GALV. PIPE WITH NEW 2" HDPE PIPE. 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. INSTALL NEW SERVICE CONNECTION AND CONNECT TO EXISTING SERVICE PIPING WITH ® INSTALL APPROXIMATELY 205 L.F. NEW 2" HDPE PIPE WITH PNEUMATIC BORING AND FITTINGS AS REQUIRED. 0 INSTALL NEW 6 "x3" HDPE TEE, 3" R.S.G.V. WITH VALVE BOX, AND 3" HDPE PIPE. ABANDON EXISTING 1 1/2 ' GALV. PIPE. REMOVE EXISTING 3" VALVE AND CONNECT TO EXISTING 3" C.I. PIPE WITH FITTINGS AS DISCONNECT EXISTING PIPE AND FITTINGS. PLUG AND ABANDON EXISTING PIPE TO REQUIRED. ® INSTALL NEW 2" HDPE 90' ELBOW. NORTH AND SOUTH. G 00 - ', � T B9T JOB NUMBER: DATE: Hulbregtse, Lohman Associates, Inc. o i - 04088 09-19-05 CITY O F YAK I MA SHEET `.� =�, FILE NAMES: 9 It CIVIL ENGINEERING •LAND SURVEYING •PLANNING t� • : DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue +Yakima, WA 98902 A/ IMPROVEMENT PROJECT OF (509) 966 -7000 w FAX (509) 965 -3800 ONAL 0 ; !9' / 0 DESIGNED BY: MTB - ',24 - IEXPIREt p...,. a, r.•• C REVISION DATE ENTERED BY: TDF PLAN SHEET 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 DISCONNECT EXISTING PIPE AND FITTINGS AND INSTALL NEW 3" HDPE 90' ELBOW. ® EXISTING SERVICE LINES NOT DESIGNATED FOR REPLACEMENT SHALL BE ABANDONED, FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. LOCATE, PLUG AND ABANDON EXISTING PIPE TO SOUTH. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. REMOVE EXISTING SERVICE VALVE THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND CAP SERVICE LINE TO PRIVATE SYSTEM. MATCHLINE AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF N6 REMOVE EXISTING VALVE AND VALVE BOX. SEE SHEET 12 IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. ® SLIPLINE EXISTING 4" WOOD PIPE WITH NEW 3" HDPE. SEE SHEET 12. 0 SLIPLINE APPROXIMATELY 620 L.F. EXISTING 4" WOOD STAVE PIPE WITH NEW 3" HDPE ,00' E. 0 N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE PIPE. ® INSTALL NEW SERVICE CONNECTION. FINAL LOCATION SHALL BE DIRECTED BY THE ENGINEER. Ng LOCATE EXISTING PIPE BEND, REMOVE EXISTING PIPE AND FITTINGS, AND INSTALL COORDINATED WITH PROPERTY OWNER PRIOR TO INSTALLATION. HDPE ELBOWS AND FITTINGS AS REQUIRED TO ACHIEVE DEFLECTION. N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY 33 UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE N9 REMOVE EXISTING VALVE AND VALVE BOX. INSTALL NEW 3" R.S.G.V. AT END OF PIPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT AND CONNECT TO EXISTING DRAIN PIPING WITH FITTINGS AS REQUIRED. RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE ' CONTRACTOR'S ACTIVITIES. ®i INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS i .o OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. FITTINGS AS REQUIRED. SEE DETAIL. ® .. r w a Z I— ® W I W 39 3 0 38 37 36 35 . 34 r ._ z - (1) z ® ® W 23 1 . , m 2 0 ®. " " ® r, m W 1 i . i NFW 3" HDPF 1 - ri l 1 ■ 0 ss ss - —r- -ss s ss ss ss ss ss ss 4 b OD) s444 ss ss ss ss ss ss Q ' jr 55 Z Z z' 8 SAN. SEWER ' ' Z Z Z r 1': z LAWN N Z Z J ss ss ® n " rn N 0) M —ss ss ss ss ss = e" SAN. SEWER �Q (I° 410 "t M 01 N CO N ® J WI LLI '" 0 ; ` p, PLANTER < � � c O I s x x x G W N 5 e N8 r ---2 —.-PLANTER---z___- 32 i• yy - N10 - z w 1 P 22 . 1 1 o a w 10 a 13 0 o To 20 40 '1 V — .... =Min. 3 � 24 25 26 27 28 29 30 .o w 1 i Z,1 ® - 1 z 54' W... ° DENOTES PROPOSED ACCESS PIT LOCATION FOR m © INSERTION /RECEIPT OF NEW PIPING. ACTUAL LOCATIONS SHALL 31 BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE • ENGINEER PRIOR TO CONSTRUCTION. i . 21 92' W... I F - s w. w w w w w w w w w w w w i w p w w w w w w w w w w w w w N9 0 6" DOMESTIC WATER • N. 27th AVE. Z- ASPHALT —Z_ IL? W. G G BLOW OFF • O % G ` G G \ \\ \ \- BUILDING • j 20 17 15 14 13 12 11 10 . J 1 I �L, T, g Hnibregtse, Lonman Associates, Inc. JOB NUMBER: DATE: CITY O F YAKIMA SHEET 04088 09-19-05 % ' FILE NAMES: Q " � CIVIL ENGINEERING •LAND SURVEYING •PLANNING DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 60, North 39th AvenueoYakima. WA 98902' IMPROVEMENT PROJECT of a' (509) 966 -7000 + FAX (509) 965 -3800 ONAL 1.* mho" DESIGNED BY: MIS PLAN SHEET " 24' IEXPIRES p.... 6, e. I REVISION DATE ENTERED BY: TDF 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN N5 DISCONNECT AND REMOVE EXISTING PIPE, FITTINGS, AND 2 EA VALVES. INSTALL NEW MATCHLINE MATCHLINE FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. O 14" HDPE 90' ELBOW, 14 "x10" HDPE REDUCER, 1 EA 10" R.S.G.V. WITH VALVE BOX, SEE SHEET 9 THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND CONNECT TO PIPING WITH FITTINGS AS REQUIRED. PLUG AND ABANDON SEE SHEET 10 AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF EXISTING PIPE TO EAST. INSTALL MJ PLUG WITH 1.0 C.Y. CONC. BLOCKING ON ---2--ASPHALT IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. — v >r - /�. EXISTING IRRIGATION PIPES TO SOUTH AND EAST. a 1 i 1 0.1 7 ,. 1; :1 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE N6 INSTALL 2" FUSED CONNECTION WITH 2" R.S.G.V. ON NEW 10" HDPE PIPE, 1 1 DIRECTED BY THE ENGINEER. APPROXIMATELY 15 L.F. NEW 2" HDPE PIPE TO EAST, AND CONNECT TO EXISTING 2" a 1 1 AIR RELIEF PIPING WITH FITTINGS AS REQUIRED. ® 1 i N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY BAR GE ST. 1 • " ■ UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE N7 SLIPLINE APPROXIMATELY 135 L.F. EXISTING 12" AC PIPE WITH NEW 10" HDPE PIPE. 1 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT I RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE N8 DISCONNECT AND REMOVE EXISTING STEEL PIPE, FITTING, AND VALVE FOR SLIPLINING / ,j' 1o't CONTRACTOR'S ACTIVITIES. TO THE EAST. PLUG AND ABANDON PIPE TO NORTH AND SOUTH PIPE INTERSECTION OD a LOCATED BY THE CITY OF YAKIMA ON 7- 13 -05. DEPTH TO TOP OF PIPE " I 1 N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. APPROXIMATELY 33 ". N I N I o 10 so 4O i t. C : o VV E 3 s o. �m o° � •1—w — 41 53 54 W s v ss : i y ID 45 46 49 50 s= • N1 Q — _ L I p0< „ d- NI° m " " z 4 2 ® 55 1— w w w TYP.16 w w ® w w ® w a M --- - - H N .:" - - " - 6 .. r .IL I- - - -- i- -�— — N to 0 N9 1 1 - -- —NEW 8" HDPE — ..1--- - - - -I— i j NEW HDPE , — NE 8" W (11" O.D. STEEL) 1 I - I — - 1 — — — - W 0 w w I u.i w 1 w w 2 1.i 1 H (10" O.D. STEEL) 1 v) 55 ss - ss ss l H W co____, . M — ss OD ss M l Li ss ss ss ss <O_ss ss Q O " N I 55 N— ss 1 ssM 8 •• SAN. SEWER I ss-- M I ss a —ss 5s ® s5 55 5s-5 Z ', S !C) a N8 J 3 c' a 0 2 ...' a • M I O O 43 44 47 48 51 52 56 57 1 40 F DENOTES PROPOSED ACCESS PIT LOCATION FOR 1 ICI INSERTION /RECEIPT OF NEW PIPING. ACTUAL LOCATIONS SHALL BE 1 PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER 1" PRIOR TO CONSTRUCTION. , 11 m _ 1 Arptzslo N9 INSTALL NEW 10 "x10 "x8" TEE; 1 EA 8" R.S.G.V. WITH VALVE BOX ON EAST LEG; ® DISCONNECT EXISTING PIPE AND FITTINGS. PLUG AND ABANDON EXISTING PIPE TO ® REMOVE EXISTING VALVE. PLUG AND ABANDON EXISTING PIPE. ;` 10 "x6" HDPE REDUCER, 1 EA 6" R.S.G.V. WITH VALVE BOX ON NORTH LEG; AND NORTH. O OPEN —CUT APPROXIMATELY 15 L.F. NEW 8" HDPE TO EAST. NEW SERVICE CONNECTION. SEE SHEET 10. }ONC ETE _ N13 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS A A AVE. SLIPLINE EXISTING 12" AC PIPE WITH NEW 6" HDPE PIPE. SEE SHEET 9 FOR LIMITS OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH N5 OF SLIPLINE. FITTINGS AS REQUIRED. . -- \,, 7 ,, � 1 w ® SLIPLINE APPROXIMATELY 630 L.F. EXISTING 11" O.D. /10" O.D. STEEL PIPES WITH NEW 014 REMOVE EXISTING SHUTOFF VALVE AND CAP EXISTING SERVICE LINE TO PRIVATE ! 8" HDPE PIPE. SEE ALSO SHEET 14. SYSTEM. i G � P$L T. g• _ JOB NUMBER: 1 CITY OF YAK I MA SHEET C 04088 09 -19 —OS 41* Huibregtse, Lonman Associates, Inc. -1 oF a• w �F -, , FILE NAMES: 1 '� CIVIL 80G I N EER I G Avenue D e o URV T WA 98902 NNING '.• DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM OF IMPROVEMENT PROJECT :.- (509) 966 -7000 o FAX (509) 965 -3800 ONAL 0 , 1 DESIGNED BY: MTB IE%PINEB p . 6. r.. / REVISION DATE ENTERED BY: TDF PLAN SHEET °'24 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY 0 EXISTING 2" G.I. SERVICE LINE TO BE ABANDONED. DISCONNECT PIPING AT MAIN AND FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE PLUG AND ABANDON 2" LINE TO NORTH, OR AS OTHERWISE DIRECTED BY THE THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT ENGINEER. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. CONTRACTOR'S ACTIVITIES. 0 INSTALL NEW 4" HDPE TEE, 2 EA 4" R.S.G.V. AND VALVE BOXES, 2 EA 4" x 3" REDUCER, AND CONNECT TO NEW PIPING. 0 ENGINEER. PROVIDE U FACIING TYPE ALL SE EXCAVATION LOCATIONS, CONDITIONS APPROVED EBY THE HEERWISE N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES, 0 OPEN CUT AND INSTALL NEW 4" HDPE PIPE IN 26TH AVENUE. SEE SHEET 14. DIRECTED BY THE ENGINEER. 0 SLIPLINE APPROXIMATELY 330 L.F. EXISTING 4" WOOD STAVE PIPE WITH NEW 3" HDPE PIPE. N9 SEE ALSO SHEET 10. INSTALL NEW 3" HDPE 90' ELBOW. OPEN CUT AND INSTALL APPROXIMATELY 595 L.F. NEW 3" HDPE PIPE. REMOVE ALL w EXISTING 3" WOOD STAVE PIPE. 0 10 20 40 I i Z o �_ N9 i ti ti n r, n t, as (a 0 n Z Z I n Z Z Z ` \ } I i :: > Ill > z • Z z` \ \ \ \ \ \7 z z z z W W I I I,,, \ \\ M p Z BUILDING BUILDING I I > > M 1-.. BUILDING fD m r- On t0 J J M BUILDING O 10 CD G M N .-- .- i I tak 000 - - -- - N -- - - -- � NEW 3 " HDPE L i�t•� (EXIST. 3 WOOD) �� ¢ O _ �— ..... J' NEW 3 HDPE ° 1....... r T ---<, , 'is = - -µ- ■ - ' A ff ff ff -1—ff A 4 4 A 4 ff 4 II' t. $ I - LL 6" SAN TS ff ff ff ff ff A�' -4 SS SS 55 A� -A 55 5 A ® ' �—,- , .:� 1 --- - r c4" WOOD 1 1 �� GRAVEL • ^,.=° 4 ' :_ GRAVEL 1 i , � � � G ' Z CONCRETE ` z ^ Z 4• ^ - f � T Z 00 p CONCRETE in tO co ro N , N CONCRETE ® I I ' I 11 I co co co ea to co ca co co 1 I c A 1 ® REMOVE EXISTING VALVE AND BLOW —OFF ASSEMBLY. INSTALL NEW 2" VALVE AND 0_ 1 G7 BLOW —OFF ASSEMBLY. SEE DETAIL SHEET 24. M ; ) o I = ® INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS 3 - I m OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH z �- FITTINGS AS REQUIRED. SEE DETAIL SHEET 23. ® REMOVE EXISTING SHUTOFF VALVE AND CAP EXISTING SERVICE LINE TO PRIVATE � SYSTEM. ® I a op FOLLOWING ALL PIPE AND SERVICE INSTALLATION, PROVIDE 2" DEPTH CRUSHED I SURFACING TOP COURSE ALONG LENGTH OF ALLEY. BLEND AND MATCH EXISTING DRIVEWAYS, ETC. r I M d Do ) ¢ _ _ I \. w w w w w w w w w _ —_ —_— —_ —__— — w —_ —_ 1 _w w w r r - - - - -- ® N — 1 W w r 6' DOMESTIC WATER r w 1 • - - - -- - - -- N. 26th AVE. -I ' � -: y w JIM '----4—ASPHALT-2___. » s1 DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. © ACTUAL LOCATIONS SHALL BE'PROPOSED BY THE CONTRACTOR AND APPROVED BY ----4 —ASPHALT-2___. — - HDPE THE ENGINEER PRIOR TO CONSTRUCTION._ (— •• \1 � . W —E . L -RR iW N A -- OR NR . pQ 4G9 Wi 1� RRR Ga UN RA PR ,R MI Pd (2 G. I.) - ^ • a ' 3 I � Z ® ® ® ® ® 0 o I ` 1 = U C . 1 0 M co M M M M M p r> 1 3 i Q . L, 14 ' m • Z1' fll1 I MATCHLINE SEE SHEET 10 JOB NUMBER: DATE: CITY O F YAKIMA SHEET ` ti G s. o�yT 04088 09-19-05 Hllibregtse, Lonman Associates, Inc. ,, ,ii,& — FILE NAMES: CIVIL ENGINEERING •LAND SURVEYING •PLANNING �� DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 12 801 North 39th AvenueeYakima, WA 98902 3, IMPROVEMENT PROJECT OF . o r (509) 966 -7000 FAX (509) 965 -3800 O N AL DESIGNED BY: MTB 1 0 1 05" PLAN SHEET 24 IEXPIRES p",. a, aooe I REVISION DATE ENTERED BY: TDF N1 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY w FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE o ;o s �o THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, N. 24th AVE. z `� AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT ____ '" . rirc� ^I � RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE 1 IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. CONTRACTOR'S ACTIVITIES. 4,','.'. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ? IQ 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE =i 3 ,,,..r DIRECTED BY THE ENGINEER. N 5 OPEN CUT AND INSTALL NEW 4" HDPE FROM N. 24TH AVENUE TO N. 24TH /N.25TH ALLEY. � 1 SEE ALSO SHEET 19. coNC. lio i '{ t c 1 .'j= 1 CONC. C 'e I 4 a , i I s =' Q :: '� j N5 iI 0 0 C0 a CD 0 0 0 00 0 ;i1 10' -N _i I CONC. rL "�1.. _�_ I .. i rn nia: 1 't ,. Z 0 \ IYP. 26 N 6 O ,i , 1 W LA ` \ BUILDING N7 Z Z ^Ir 1 z 1 1/1 Z \ \Z Z BUILDING a Z Z \? Z U) Z . - J!� \ BUILDING \^ N 1 O BRICKS \ " 1n " -ice LO PLANTER ',I'.- j tf) CONCRETE _ r, " ( 7 CONC RETE —Y x N 2 , CONCRETE 17 < � `i_ PLANTER ' i' 3 x Z Q { HDPE (3" WOOD) � — NEW " r N . .,� ..... „-,,,-.1.-1,,,,-,,,,,,:. r .ss � , -y :. _s= ,Sµ : mow.¢ - ;=-i - — r ^SP�iatT�� �. e :. ss i I ,.._,.._ ss.. ss _ _ <.... AN- SE A IA x x x x n z” x V �— Z LAWN Z LJJ I. " Z \ \ \ \ \ \ \\ z •` ',..\\\\\\N' Z z " Z C OMPOST Z Z Z z 3 I I W CONCRETE \ BUILDING \ ' 0 CONCRETE"\ GARAGE \ M � M N N CO n 1 C° (Csol \ \ \ \� N10 I cn ti . 3 i CO CO CO CO C - CO C • 1•.- DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. , © ACTUAL LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. • N. 25th AVE• — 6" DOMESTIC WATER " w w w W .-- " N6 DISCONNECT EXISTING PIPING AND INSTALL NEW 4" x 3" HDPE REDUCER. PLUG AND la) FOLLOWING ALL PIPE AND SERVICE INSTALLATION, PROVIDE 1 1/2" COMPACTED DEPTH ABANDON EXISTING IRRIGATION PIPE TO SOUTH. HMA CLASS 3/8" PG 64 -28 OVERLAY. 0 OPEN CUT AND INSTALL APPROXIMATELY 575 L.F. WITH NEW 3" HDPE PIPE. REMOVE ALL EXISTING 3" WOOD STAVE PIPE. 0 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. SEE DETAIL. 0 REMOVE EXISTING VALVE AND BLOW -OFF ASSEMBLY AND INSTALL NEW 2" VALVE AND • BLOW -OFF ASSEMBLY. SEE DETAIL SHEET 24. PEL T . gA — JOB NUMBER: DATE: CITY O F YAKIMA SHEET Hnibregtse, Lonman Associates, Inc. � " o4ose - ei FlLE NAMES: os —'9 — 13 CIVIL ENGINEERING • LAND SURVEYING • PLANNING g ° y' „, �� , 801 North 39th Avenue oYDkima, WA 98902 t ''''4,” DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM IMPROVEMENT _ PROJECT OF ' �h` ` � (509) 966 - 7000 c FAX (509) 965 - 3800 — ON j' ' 0 ' � � 9 DESIGNED BY: MTB PLAN SHEET '. 24, I EXPIRES p,,,. a, t... I REVISION DATE ENTERED BY: TDF MATCHLINE SEE SHEET 12 SEE SHEET 13 a, 1 '� -- - - - - -- / _ _._ __>.:- : f - - -- - -- — s G c---- - - - - -- -- BARGE ST. _ - -- • / m iit . N L 1 I zo= / '41 It. Ur [`1-1 s 41110 g 4 111b ill 0. 1 0I 100 104 105 108 109 112 113 115 �0 116 W AP . g 55 TYP. 19 11 �i GP w ,i x w w 4i i vi ui 0, 10 Z I— up • r n a d' N N y W W r . ,, coN E PE " �. . ' • 0 CRETE ` 1 °. N 8 " c: ; D STEEL) 0 0 0 - Z W 1 o DRIVEWAY A � r (0 "I 0. i ■ ■(10" O.D. STEEL) J W = 1 i. EL ■ (1 D" O.D. STEEL)_ .� '� — I • ■ ■ ■ 6" SAN. SEWER _ _._ — W . 2 co -co 5 In 6 1 0 TYP 1 4111D w cn . PIPE LOCATED BY CITY OF YAKIMA ON N10 • 7-1305. DEPTH TO TOP OF PIPE IS APPROX. TYP. 2 33 ". 1 10" O.D. STEEL MAIN FOUND. _ I , . 57 • • 103 106 107 110 111 114 117 I I CO) SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY 0 OPEN CUT AND INSTALL APPROXIMATELY 175 L.F. NEW 4" HDPE PIPE. SEE ALSO SHEET — UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE 12. I 102 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE 0 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS CONTRACTOR'S ACTIVITIES. OTHERWISE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. SEE DETAIL. CND ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. INSTALL NEW SERVICE CONNECTION. FINAL LOCATION SHALL BE COORDINATED WITH FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL HELD LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, 0 INSTALL NEW 8" x 8" x 4" HDPE TEE AND 1 EA 8" R.S.G.V. WITH VALVE BOX ON EAST PROPERTY OWNER PRIOR TO INSTALLATION. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF LEG. • EXISTING SERVICE LINES NOT DESIGNATED FOR REPLACEMENT SHALL BE ABANDONED, IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE N6 SLIPLINE APPROXIMATELY 690 L.F. EXISTING 10" 0.D. STL PIPE WITH NEW 8" HDPE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE PIPE. SEE ALSO SHEET 19. ® REMOVE EXISTING SHUTOFF VALVE AND CAP EXISTING SERVICE LINE TO PRIVATE SYSTEM. DIRECTED BY THE ENGINEER. 0 DISCONNECT EXISTING PIPING AND REMOVE EXISTING VALVE. PLUG AND ABANDON PIPE TO • NORTH. P BER: Huibre tse Lohman Associates, Inc. G AP B JOB NUM DATE: • + AT ' 04086 09 -19 -05 CITY OF YAKIMA SHEET f f �•ys %1 — NAMES: 14 CIVIL ENGINEERING • LAND SURVEYING • PLANNING DRAWING: NG: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue +Yakima, WA 98902 f _ IMPROVEMENT PROJECT OF • (509) 966 - 7000 < FAX (509) 965 - 3800 ONAL • . !/a 9 � DESIGNED BY: MTB PLAN SHEET 2� EXPIRES • 0, 2006 �t REVISION DATE ENTERED BY: - TDF • • 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE e------] El THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE a IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. CONTRACTOR'S ACTIVITIES. 0 N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE N5 I _ DIRECTED BY THE ENGINEER. 1 1 I 1 I • —PW FA — . — w . (4" CI) , (6 „ AC � - - -¢ra Pa *ex MN ,,. WA RA FA vx MA NA EA AR n -;,.a . FP RR te, RA FR RR --FA RA IRA RR i j '�— � ASPHALT —Z —°"— r 8 ` DOMESTIC WATER W Y W W " 0 W V W W W W W W W W W W W W W W N W W W W W W W W W W W W -- ---- -- - - - - T - - ; -------------------- - - - - -- SUMMITVIEW AVE. V L I • t -D _ --- __ -_ —_ _ GAS MAIN _ —_- —_ _— _ —_ —__- __.______- - - - -_— ___ - _ __ 0 D I ' , o D 0 D 0 D 70" FORM DRAT D c �, D 0 D 0 0 0 0 D p 0 Oi D O 1 D Oi D D D DO 0 DO D D— A SS ■ SS " ;-.4, s SS s s SS s 8" SAN. %WER s s s D D ¢ s ss A S �� SS R SS SS SS SS 15 4 4 4 4 55 A la _� ' ® � j 4 SS r- 8 N . o 10 i ° o w E ■m 20 40 PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. 3 O THE ENGINEER TIPRIOR SHALL CONSTROCOSED BY THE CONTRACTOR AND APPROVED BY w 1 ix, S z Offelli 99 .. j " I ', 121 129 135 136 142 143 151 152 j N8 to I I� i— W I Lii TYP. 10 411)6 ( _ w V) (" I> ; p W 41 GARAG ' W 4; p W 1 = lil W w W • fi/ ��!','-� CO WOOD N A z Y �/ a - CO BUILDING M Lii 2 = ; `W 1. __z -O�_z x x st CO y. I I ill CC N W 3 _ — �-�-- 117 .- x GRAVEL \ � z x ., , + N / / BLOCK M WALL M 97 i� ;$ w �r_ r.�� f _-I- .p., o . 7186.1 (n IN o ® s s s s s s s s g ASPHALT �� R NEW 3 HDPE �� GRAVEL "� — r ss a —ss �_ ��$ s SAN SEWER W 6. ▪ l Z r 111111111111r* x ,_ ( WOOD) x 11 x x �-, ° . . .� • ..�. 1 _ . w ss NEW 3" HDPE ��. z AR " M II , � I � �� _ 4" WOOD .. J W W W W , q '� ' • A r 41 W CMU WALL WOOb - ' x xl O ® " • AR6bRVITAE E I < W id//// x "x = I • x �M f` - CV I 66.1 a -� V CH AIN LINK v CO CO OD , �/ M vt �� N I r / 1 7 0• M 1 BUILDING C w 96 I = 0 122 i N CO ▪ :: � W 3 co 128 . 130 134 137 141 2 144 150 153 j J p. 0 REMOVE EXISTING 6" x 4" x 6" TEE AND 4" VALVE. INSTALL NEW 6" x 6" x 6" SLIPLINE APPROXIMATELY 645 L.F. EXISTING 4" PIPES WITH NEW 3" HDPE PIPE. SEE a HDPE TEE, 6" x 4" HDPE REDUCER AND 4" R.S.G.V. WITH VALVE BOX ON WEST LEG, ALSO SHEET 16. o AND 6" R.S.G.V. WITH VALVE BOX ON EAST LEG. CONNECT TO NEW AND EXISTING 1' ( °! PIPING WITH FITTINGS AS REQUIRED. ® INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE I N6 REMOVE EXISTING VALVE AND VALVE BOX. DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. 95 i; W .. 0 REMOVE EXISTING FITTINGS AND INSTALL NEW 6" x 6" x 3" HDPE TEE, AND 1 EA 3" ® EXISTING SERVICE LINES NOT DESIGNATED FOR REPLACEMENT SHALL BE ABANDONED, 123 R.S.G.V. AND VALVE BOX. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. s I i ; 3 I 0 SLIPLINE APPROXIMATELY 200 L.F. EXISTING 8" PIPE WITH NEW 6" HDPE PIPE. MATCHLINE 0 SLIPLINE APPROXIMATELY 320 L.F. EXISTING 8" PIPES WITH NEW 6" HDPE PIPE. SEE ALSO SEE SHEET 17 SHEET 17. • ti :T. T. g JOB NUM DATE: , BER: 19- CITY O F YAK I MA SHEET Huibre tse Lohman Associates Inc. ~ 6 r ' ��.� . ' D408 D9 - a9 -D5 � ` FILE NAMES: 15 CIVIL ENGINEERING • LAND SURVEYING • PLANNING / W ' DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue 4-Yakima, WA 98902 ^_� IMPROVEMENT PROJECT OF ::. (509) 966 -7000. FAX (509) 965 -3800 8, TONAL 0 s ��)ps DESIGNED BY: MTB PLAN SHEET -24- I EXPIRES p.,. a, IOO • 1 REVISION DATE ENTERED BY: TN 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY 0 INSTALL NEW 6" x 6" x 3" HDPE TEE, 1 EA 6" R.S.G.V. WITH VALVE BOX ON NORTH FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE LEG, AND 1 EA 3" R.S.G.V. WITH VALVE BOX ON WEST LEG. PLUG AND ABANDON 4" THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT WOOD PIPE TO EAST. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 'RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE ' IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. CONTRACTOR'S ACTIVITIES. 0 SLIPLINE EXISTING 4" PIPES WITH NEW 3" HDPE PIPE. SEE SHEET 15. 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. M OPEN CUT AND INSTALL APPROXIMATELY 200 L.F. NEW 6" HDPE PIPE. • ENGINEER, SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. I /11 \ L N8 I NSTALL NEW 6" x 6" x 6" HDPE TEE, 2 EA 6" R.S.G.V. WITH VALVE BOXES ON EAST AND 1 WEST LEGS, AND CONNECT TO EXISTING PIPING WITH FITTINGS AS REQUIRED. —gym - mw ___,„ - RR - " I I SA RS PI„ ,A Rw _ ___ !z, (6 AC) Ra RR Rw se rn RA DP pet mat : i. . „, w w w w 8DOMESTIC WAR w w w w w w w • w w w w w 0 10 20 40 — N8 - - - r�— ASPHALT —, SUMMITVIEW AVE. . / w. E ���= D 0 D D D 0-----D '3-3; O 10 STORM DRAIN ■ D D D D D SS 'S 55 4 A S ' S5 © -,V S ° § D D D 0 D D D D O D I D O D D OD D D / p F I s SS s s s s s ss 84SAN. SEWER, s s s s s ; s D p ' 1„ 2 I ' ( < : I Ai :I ,° N9 O PEN CUT AND INSTALL APPROXIMATELY 105 L.F. NEW 6” HDPE PIPE. V I i ° I 1 !s 1 4 SLIPLINE EXISTING 3" PIPES WITH NEW 2" HDPE PIPE. SEE SHEET 18. 10 ' ' INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE pC il l r DIRECTED BY THE ENGINEER, CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS ® REMOVE EXISTING SHUTOFF VALVE AND CAP EXISTING SERVICE LINE TO PRIVATE � V t SYSTEM, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, • 24 I [_v ! REQUIRED. I : "1- DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF 163 N11 INSTALL NEW SERVICE CONNECTION. FINAL LOCATION SHALL BE COORDINATED WITH © ziM ! w PROPERTY OWNER PRIOR TO INSTALLATION. NEW PIPING. ACTUAL LOCATIONS SHALL BE PROPOSED BY THE . 11 ' CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. . m 1 ° ® INSTALL NEW 2" VALVE AND BLOW -OFF ASSEMBLY. SEE DETAIL SHEET 24. ® ,e4., - - N ¢ ® OPEN CUT AND INSTALL APPROXIMATELY 120. L.F. NEW 2" HDPE PIPE, 1 I w ` w ., s : REMOVE 2 EA EXISTING VALVES AND FITTINGS. REMOVE ALL EXISTING IRRIGATION . 00 _ ` ' DRAIN FROM S.S.M.H. AND GROUT FILL REMAINING PENETRATION. 1\= 196 s 199 it INSTALL NEW 4 "x2" HDPE REDUCER AND CONNECT TO EXISTING 4 PVC PIPE TO • W NORTH WITH FITTINGS AS REQUIRED. PLUG AND ABANDON WOOD PIPE TO WEST. I a � 162 - : . r y Q I = a =_ I— LLi LLi gl �:, ; i LI..I In .�- ,n PLANTER �' I ® I W 7 /» t (�C Z 6SANS 195 V O ;l NEW SE HDPE ® 5'i ; 7 A: 9179 . Vi f - -- ��, -- - -:t -� M o Q 0 N15 • ! �, U• WO - ss ss 6" SAN. FEWER : :i s s 03 a c .. 1. a �+ W ROCK WALL ■ " ■�s: 1I -, ii ,q" ■ xm " w m m : rm wx �m av ,m a a e n ! . I as ev xc , a • { L ''--•-- ., i N — — (4" WOOD) I > 1 ., eft O !: W U I N6 O in 1[ � " s� i; ji ;-i; ® i • Yi N Q i I! 1o`;r�3 1 n M 161 N5 wi tlZ 3 '' 180 194 ! , r .. STA. 2 +28 ® �1 \':', r W j' 10 � 197 198 ,.. 4) ,,, N I -�; ' l „., :: u At _ [' w 160 1 { � �;; o MATCHLINE SEE SHEET 18 ti o �T. g T JOB 0 4088 BER: 09 905 . Hnibregtse, Lohman Associates, Inc. c ,, — ,: CITY OF YAKIMA SHEET FILE NAMES: 16 CIVIL ENGINEERING " LAND SURVEYING • PLANNING f 404.407 DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue +Yakima, WA 98902 i f _ IMPROVEMENT PROJECT OF (509) 966 -7000 a FAX (509) 965 -3800 ONAL 0 • / /Q " ' DESIGNED BY: MT _L,4- I EXPIRES .,. , 2t,• 1 REVISION DATE ENTERED BY: TDF PLAN SHEET • p ° MATCHLINE SEE SHEET 15 _ j am r 123 128 130 134 137 141 144 150 153 a TYP. 2 : a�� � N w ' ■ � � o ,o. 20 443 W E ` — ` � ▪ 1 : ELEANOR STREET s // 1 e ss ss ss ss ss ss ss ss ss ss ss ss ss E © u ss 6 c � SAN. SEWER ss ss ss —mss ss ss II WI - ✓ /}-- -W w w w W W W W w W W w w w 6" DOME WATER„ w w w ( w w w w w w w w w w w w— w , 4 OYAN . GI O_ ROOTS I fi l l - e ¢ '1 • 0 1 4 �� 3 i s ® . • r. ° 1 - gTER ASPH. p _ w � — w DRIVE , 2 _ xp 1 3 w 124 127 131 133 138 140 145 148 149 154 Z _ , r !I . J .. w J F S § 141- R� ® w 1 t „� m ��;� 41110 co 5 NI ---11,1,411.4m, w 4i r5 Cs] , L „L,1 w • O F— 1, Ly I , , CHAIN U %K WOOD N BUILDING / m CONCRETE .1., � O 0) O) , . ' 7 � 8-iy ( z x x x p� GRAVEL WOOD z, z v x— TYP. 8 W 64 w /� � ' ©'-` „ ✓.ASPHALT � \�., x y WOOD , GRAVEL ��Y CONCRETE cn s / 6” SAN. SEWER i. NEW 3 I' —{-s A s s ss s 1 ss s r _ 4 6" SAN. SEW s W 1• ' �� �� 4 CAS .t''', ,� i . ' � - A! 1 ' ���. ��������� �� •• r .1 NEW 3" HDPE , : W • / W CMSCMS WALL N ti>— _ PLANTER N WALL = x z —A, WOOD _ _' _ x N _ .�{ w w wP 3 \ I ' x '" z W (4" WOOD) " / / / // w Li ca _ CONCRETE '' "'•'` CONCRETE i W000 z z / BUILDING — O 1 In O x N " � 00 Co / n W t0 0 125 126 132 N 139 N V 1 146' " 147 LAWN L T i 1- 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN N5 SLIPLINE EXISTING 8" PIPES WITH NEW 6" HDPE PIPE. SEE SHEET 15. Q : w I c FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. M THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, N6 REMOVE EXISTING PIPING AND INSTALL NEW 6" x &" x 3" TEE, 1 EA 6" R.S.G.V. WITH AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF VALVE BOX ON NORTH LEG, AND 1 EA 3" R.S.G.V. WITH VALVE BOX ON EAST LEG. IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. I 1 i , N7 REMOVE EXISTING VALVE AND VALVE BOX. i I i ' N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE N8 SLIPLINE APPROXIMATELY 330 L.F. EXISTING 8" PIPES WITH NEW 6" HDPE PIPE. SEE ALSO DIRECTED BY THE ENGINEER. SHEET 19. • p N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY 0 SLIPLINE APPROXIMATELY 515 L.F. EXISTING 4" PIPES WITH NEW 3" HDPE PIPE. SEE ALSO SHEET 18. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE ®i I LL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE • TYP. I RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS TYP. 1 i I CONTRACTOR'S ACTIVITIES. REQUIRED. -I N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. ® INSTALL 3 "x2" REDUCER, NEW 2" VALVE AND BLOW –OFF ASSEMBLY. PLUG AND ABANDON �� I \ 4" WOOD STAVE PIPE TO EAST. MATCHLINE DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. ACTUAL SEE SHEET 19 © LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. ti G'' wT B'��' I JO 040 8BER. 09-19-05 9 -05 C ITY O F YAKIMA MA SHEET Hnibre tse Lonman Associates, Inc. - ' 17 9 � � � FILE NAMES: CIVIL ENGINEERING - LAND SURVEYING • PLANNING ` DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM � 801 North 39th Avenue oYakimo, WA 98902 ✓ 4 IMPROVEMENT PROJECT OF (509) 966 -7000 Q FAX (509) 965 -3800 ONAL 0 DESIGNED BY: MTB PLAN SHEET 24 IEXPIRE8 it.. s, zoos I REVISION DATE ENTERED BY: TDF MATCHLINE SEE SHEET 16 1 ,.,,,, - 1 ,7. ,II ` L 181 OR�� \ \\ I , 197 J ® 198 *--> 1 3 �,I,, ' N 193 1 o .,.::. CONCRETE - 2 3 = �1 ` O 0 10 0 40 r ' N W E I � ' , y STA. 3 +25 a -STA. 3 +27 " q V TIC . �:�, _ � ... �r r DOMES s V I w WATER w o w w w w ELEANOR STREET N14 � _ ` A : 6 SAN SEWER \ _ > GILBER DR. . ;`, - = i-r __ _( ' -- - - --_�\ b —ss ss ss s - - - . —w w w W w w w �, - o CONCRETE 6" DOMESTIC WATER ' M �T: ® , 30. ` \ , _ ASPHALT .. DRIVE i i t I O ASPHALT n > \:',; , ' rl�y Q lax P "� al ® `• '.', ' 611 a _ 1 82 5 N 9 A I• 1 4 159 Illt ■ ® — 1r�ii _,� z _ 55 11111 MI , h " O W %3 3 I 192 = 3 190 aM `' CONCRETE N • 71{ to i 191 z -STA. 4 +57 :1 ." . ® 1 3 '� 183 158 � 1 .a I _ in -STA. 4 +91 I� rr -a -- z s =s — - I Ors w � - - - @ �`' ��I, , � ' 1 189 = W (2 1/2' PVC 120 LE.) ' . . ' E ^ " u S — a. .w .. , G. ( .. .. .. .. .. K .o eR .. U M H i • 1)/1111114; . (3 WOOD) � NM1 w �I 6" SAN. SEWER MP — I C W i iir — SS ss 55 5s 5 5s s=_ ss jss i ss 5s , ss ss 0 N i o 1.• STA. 5 +42 157 lI 184 185 186 187 N1 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN 0 INSTALL NEW SERVICE CONNECTION. FINAL LOCATION SHALL BE COORDINATED WITH ® OPEN CUT AND INSTALL I FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. PROPERTY OWNER PRIOR TO INSTALLATION. APPROXIMATELY 160 L.F. NEW 2" THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, HDPE PIPE. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF N7 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE F � IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS 6) REMOVE EXISTING SHUTOFF VALVE 11,, . ° REQUIRED. AND CAP EXISTING SERVICE LINE TO N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE PRIVATE SYSTEM, UNLESS OTHERWISE STA. 5 +91 ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE N8 EXISTING SERVICE LINES NOT DESIGNATED FOR REPLACEMENT SHALL BE ABANDONED, DIRECTED BY THE ENGINEER. w DIRECTED BY THE ENGINEER. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 0 73 N t 3 188 0 N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY N9 SLIPLINE APPROXIMATELY 485 L.F. EXISTING 3" PIPES WITH NEW 2" HDPE PIPE. SEE UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE SHEETS 16 AND 20. w I . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT Z 1 RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE REMOVE EXISTING 3" TEE, AND PLUG AND ABANDON EXISTING IRRIGATION PIPE TO WEST. 1 CONTRACTOR'S ACTIVITIES. ® INSTALL NEW 2" VALVE AND DRAIN PIPE TO S.S.M.H. CORE HOLE IN S.S.M.H. FOR 1 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. PIPE PENETRATION. REMOVE ALL EXISTING BLOW —OFF PIPING FROM S.S.M.H. AND GROUT FULL REMAINING PENETRATION. OPEN CUT AND INSTALL APPROXIMATELY 260 L.F. NEW 6" HDPE PIPE. ® ABANDON EXISTING IRRIGATION PIPING. MATCHLINE N5 SEE SHEET 20 EL T B JOB NUMBER: DATE: CITY O F YAKIMA SHEET Huibre tse Lohman Associates Inc. ~`� ° � " O 04088 09 -19 -05 9 ' ' `� DRAWING:: NA 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 18 CIVIL ENGINEERING • LAND SURVEYING • PLANNING ietV4 801 North 39th Avenuec•Yakimo. WA 98902 IMPROVEMENT PROJECT OF _ (509) 966 -7000 a FAX (509) 965 -3800 I ONAL # ; - D ESIGNED BY: MTB ��� aS PLAN SHEET " 24— EXPIRES a, 2 ,, . REVISION DATE ENTERED BY: TDF MATCHLINE 10' SEE SHEET 17 DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. to w w �� ' 6" DIMESTIC WATE.. MI ; LAWN ACTUAL LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY — 1 w 7 w w THE ENGINEER PRIOR TO CONSTRUCTION. _ - ,; _ -a ® BARGE ST. ( i - - -- 1 - - - -- - ----------------------- ------------ -------- -- -------------------------- m 1 ' w w - w x w w w w w w w w w w w w w 6" ESTIC WAFER W W \� w w w w �1 J LAWN w�w w W W w w w ® pI s CO CR SI .EW •LK `a I LAWN ' 0 N 4‘. To zo 40 l W " E s I 1 120 W I 0 3 2 • w 1 a _ ■ � - I J Z 164 167 168 171 172 175 : : 1L L. _ _ w I i m 3 119 ° • ® TYP. 6 s • d �} . Li G.) o f" Y "t BUILDING W TYP. , 3 W / " W W I / ��� ASPHA �� W r' 1 - I � � � ^ I � \\\ \\\ � t � + _ . O BUILDING 410 ¢ J W • N N m p I ; � •_ � '� GRAVEL 7 ��J v, �� N �: w� .x:..v. - _ � � N CV WALL x EN J I I OW; WOOD = -� � � N 0 = W 1 NEW • 8 HDPE i I.I , 4 ss A a 1 ---^ GR AVEL �— 1 y i _ 1 Z = T I I = I r s - - s s s—+ -5s s - �s s -�r— s ---1 —s ue SAN. .EWER ; 1 I— (n w N (,0" O.D. STEEL) ; n �� _����������� r -- — .1 NEW 8 HDPE _ . ti .�_ �� _ i _1 W Q ui —i °x wooiD —Qx z —z� 6 WOOD 1 1 - • , - - ; ~. - - 3 = W M o) ID • ' � ..a . fl x x I /w_ x , n7. x X, , 7 t` x s z ■ L W — In CONCRETE `V l a.l I - y OOD 0 = W 1 [� BUILDING U W LJ W W s ' • o -co I 6:1 \ GA' Q 1st 'co co v , /\ M W ® N 7 O "' I= s ® N I •a M N] let � ( a TYP. 4 4 ; :: 165 166 169 -170 e I j Pi, 173 174 IN 1 I N 1 o I Z 1 • 0 . I �: . N1 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN N7 INSTALL NEW 8" x 8" x 6" HDPE TEE, AND 6" R.S.G.V. WITH VALVE BOX ON SOUTH LEG. 118 ° i FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. 430 ; ` co . THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, 0 INSTALL NEW 8 "x8 "x6" HDPE TEE, 1 EA 6" R.S.G.V. WITH VALVE BOX ON. NORTH LEG, AND III AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF 1 EA 8" R.S.G.V. WI HDPE PIPE. REMOVE ALL TH VALVE BOX ON EAST LEG. S IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN �� CON R`TE N9 OPEN CUT AND INSTALL APPROXIMATELY 615 L.F. NEW 8" N2 PROEPAR T ALL AION , EXISTING WOOD STAVE PIPE. ENGINEER VIDE SURFACING SURFACE R REPA A TYPE SHALL EXCAV MA EXISTING LOCATIONS AS COND APPROVED BY THE ITIONS UNLESS OTHERWISE ;% DIRECTED BY THE ENGINEER. INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE - ' ., DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY REQUIRED. I yt r , UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT ® SLIPLINE EXISTING 8" PIPES WITH NEW 6" HDPE PIPE. SEE SHEET 17. ° 1 i E 3L RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE ® OPEN CUT AND INSTALL APPROXIMATELY 200 L.F. NEW 4" HDPE PIPE. SEE ALSO SHEET 13. V • CONTRACTOR'S ACTIVITIES. INSTALL NEW 6" x 6" x 4" HDPE TEE, AND 1 EA 4" R.S.G.V. WITH VALVE BOX ON WEST ----- F N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. LEG ss s ss s YAKIMA AV .1 0 SLIPLINE EXISTING 10" O.D. STL PIPE WITH NEW 8" HDPE PIPE. SEE SHEET 14. N14 SLIPLINE APPROXIMATELY 335 L.F. EXISTING 8" PIPES WITH NEW 6" HDPE PIPE. SEE ALSO SHEET 21. MATCHLINE N6 REMOVE EXISTING VALVE AND VALVE BOX. ® INSTALL NEW SERVICE CONNECTION. FINAL LOCATION SHALL BE COORDINATED WITH SEE SHEET 21 PROPERTY OWNER PRIOR TO INSTALLATION. � L JOB NUMBER: DATE: CITY O F YAK I MA w 04088 09 -19 -05 of ,�► l Hulbregtse, Lohman Associates, Inc. w tiG � T. 7 1'`� ' FILE NAMES: 19 CIVIL ENGINEERING • LAND SURVEYING • PLANNING � DRAWING: 04088 WEST YAKIMA IRRIGATION SYSTEM SHEET 801 North 39th AvenueoYakimo. WA 98902 F , Ar . g, ' IMPROVEMENT PROJECT OF (509) 966 -7000 4 FAX (509) 965 -3800 ONAL S DESIGNED BY: MIS PLAN SHEET " =244 !EXPIRES )1.. )1.. e, r+.. 1 REVISION DATE ENTERED BY: TDF • MATCHLINE • MATCHLINE SEE SHEET 18 184 185 186 187 SEE SHEET 18 188 I LAWN °fi a —_ —_— — I' = z x10 ,...STA. 6 +51 fV ;..,n -.�, ._ ___ C ONCRET E D �,:: — — - -- LAWN -- I. O ------------ - - - - -- ----- - - - - -- - I : -- ------------- .._._- 3 BARGE ST. : — _ - . — - - � i — o�� W w w W W w 51 NBw W - - _ _� -_ ,i. W w —� w w __�MES�C WATER I ___ W w w w w L ,. S-2 .. 6" DOMESTIC WATER' _ _ ww w w- t i • 0 0 M ' '" DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. s 1:1 P ACTUAL LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY �� 55 '''Lt THE ENGINEER PRIOR TO CONSTRUCTION. ss • 41115 : �� r to 176 1,; 200 203 204 205 u. `:=1 I 1 - a— ss 10' x l i' O • Li a I „,, A _ high 0 '•I_ . LAWN M 40 4111b Li IA ni 1`; Z WALL O NP. 13 ¢ • Li Li Li x 208 CONCRETE ',T. 1 1 LLI CD W 0 -, ,M q a 1 W M a', to CHAIN LINK T � CHAIN LINK Logi - I V/ -E ' '• - � /a�i 3 . 0 1 _ 1 • 1 1 1 1 1 /-- ASPHALTS— LAWN I l I HDPE W A s s — s: ss '. a SEWER '_ J 4-- . J ,1 — NEW 4 E . l 14 - - -- ---- ��L------ - -- - -- - ---- - - - - -- ” SAN. WER 1 S W -.� -- — -: - :4 L . ..,_. 6w ss S r. ct + .; = - , (5 WOOD) 1 1 ■ ' VALVE . 3' S. a. (/� - _ - — .- -" i - - I ■ SS ss ■ ss ss ss ss ss ss ss ss ss ss ss ALVE 9' S. W AGE GRAVEL " W - w CONC W z • fit �; W W Lj I4 LU I Lai a 6" SAN. SEWER O o Z CO J ''r a. I(1 C lej BUILDING O 0 177 178 , N , N1 Q ® ` y 201 202 206 M Z 52' S. ..... 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN M OPEN CUT AND INSTALL APPROXIMATELY 195 L.F. NEW 6" HDPE PIPE. 615 INSTALL NEW SERVICE CONNECTION AT EXISTING FROM EXISTING CITY RECORDS; AND MAY VARY FROM THE ACTUAL FIELD LOCATION. SERVICE LOCATION, OR AS OTHERWISE DIRECTED BY w r . ', S. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, 0 INSTALL NEW 6" x 6" x 4" HDPE TEE, AND 1 EA 4" R.S.G.V. WITH VALVE BOX ON EAST THE ENGINEER. CONNECT TO EXISTING SERVICE n. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF LEG. PIPING WITH FITTINGS AS REQUIRED. = 0 207 IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. 1 N9 OPEN CUT AND INSTALL APPROXIMATELY 380 L.F. NEW 4" HDPE PIPE. N16 REMOVE EXIS11NG SHUTOFF VALVE AND CAP EXISTING W 3 N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE Z ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE INSTALL NEW 4" HDPE 90• BEND AND 4 "x2" HDPE REDUCER. PLUG AND ABANDON SERVICE LINE TO PRIVATE SYSTEM, UNLESS OTHERWISE TYP. 3 DIRECTED BY THE ENGINEER. EXISTING PIPE TO SOUTH. DIRECTED BY THE ENGINEER. 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY ® SLIPLINE EXISTING 3" PIPES WITH NEW 2" HDPE PIP ® SLIPLINE APPROXIMATELY 130 L.F. EXISTING 4" PIPE r - 105' S. E. SEE SHEET 18. UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE WITH NEW 3" HDPE PIPE. i 0 N • CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT ® INSTALL NEW 8" x 8" x 6" HDPE TEE, 1 EA 6" R.S.G.V. WITH VALVE BOX ON NORTH LEG, 1 , y N N RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE 8" x 4" HDPE REDUCER AND 1 EA 4" R.S.G.V.' WITH VALVE BOX ON EAST LEG. = 'ki LAWN CONCRETE = ` I CONTRACTOR'S ACTIVITIES. NEW " B. P j w 1613 REMOVE EXISTING VALVE AND INSTALL NEW 4" HDPE 90• BEND, AND 4" x 3" HDPE '' :.C_ - - 74 a ' w5"0-Dr--f= V) N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. - REDUCER. PLUG AND ABANDON EXISTING PIPE TO NORTH. — 0 OPEN CUT AND INSTALL APPROXIMATELY 190 L.F. NEW 8" HDPE PIPE. REMOVE ALL -----CONCRETE-- W REMOVE EXISTING VALVE AND BLOW —OFF PIPING TO EXIST S.S.M.H. INSTALL NEW 2" YAKIMA AVE. W EXISTING WOOD PIPE. VALVE AND BLOW —OFF PIPING TO S.S.M.H. CORE HOLE IN S.S.M.H. FOR PIPE O _ v) N6 SLIPLINE APPROXIMATELY 380 L.F. EXIS11NG 5" PIPES WITH NEW 4" HDPE PIPE. PENETRATION. REMOVE ALL EXISTING IRRIGATION DRAIN FROM S.S.M.H. AND GROUT FULL REMAINING PENETRATION. L T- g JO NUMBER: DATE: SHEET CITY OF YAKIMA or w• 0? 04088 09 -19 -05 Hnibregtse, Lonman Associates, Inc. 4/ 44,f,,,- FILE NAMES: • ' � 20 ► _ DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM CIVIL ENGINEERING •LAND SURVEYING •PLANNING 801 North 39th Avenue 0Yakima, WA 98902 d IMPROVEMENT PROJECT OF (509) 966 -7000 o FAX (509) 965 -3800 t• ti- , 14Ms V � DESIGNED BY: MTB PLAN SHEET '•' / ENTERED BY: 7DF EXPIRES • C. 2006 DATE N o 10 20 40 W e MN M� 0 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. s THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF MATCHLINE IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. SEE SHEET 19 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER. SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS UNLESS OTHERWISE YAKIMA A [. - 1 • DIRECTED BY THE ENGINEER. w -- w— V w R w N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY & UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR REPLACEMENT AND/OR i ' a tif.CP / = i)1 RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE Iir,c. s CONTRACTOR'S ACTIVITIES. E = CLOSED' �� I 1 f :: / � \ \ N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. " ■, 0 REMOVE EXISTING VALVE AND VALVE BOX. PLUG AND ABANDON EXISTING PIPE TO SOUTH. " _ 1.:_:'' „t4 MI KR RP RR ~�� 'OPEN a $ < ;. " " N6 INSTALL NEW 6 HDPE 90 ELBOW AND 1 EA 6 R.S.G.V. WITH VALVE BOX ON EAST LEG. . , N6 0 - 7---ASPHALT--2__ INSTALL MJ PLUG WITH 1.0 C.Y. CONCRETE BLOCKING ON 12" AC PIPE TO NORTH. NEW 6" I O _ N s ;g VALVE T BE SET IN CLOSED POSITION. I �� t t. --- - - - -'I I l% N7 INS TALL. NEW 6 "x6 "x2" TEE, 2" R.S.G.V. WITH VALVE BOX, AND BLOW -OFF ASSEMBLY. -, ,, • SUMMITVIEW AVE. � J A �,� � NEW 2" VALVE TO BE SET IN CLOSED POSITION. SEE DETAIL SHEET 24. ` , :' • tom_ a . A. Nur 'i'I� >t "_ .: N8 ,,4,-; O SLIPLINE EXISTING 12" PIPES WITH NEW 6" HDPE PIPE. SEE SHEET 9. o 1 r L - , . , � 4 f s . . ,; ; N9 INSTALL NEW 6 HDPE 90' ELBOW AND CONNECT TO EXISTING PIPING WITH FITTINGS AS W � N to • a - _ "' w ill , REQUIRED. Q ® I < w N8 .' Z I 4 .SLIPLINE EXISTING 8" PIPES WITH NEW 6" HDPE PIPE. SEE SHEET 19. s' z. 1 v.+ N11 INSTALL NEW 6 "x6 "x4" HDPE TEE, 1 EA 6" R.S.G.V. WITH VALVE BOX AND 8 "x6" REDUCER N, �A �> ON SOUTH LEG, 1 EA 4" R.S.G.V. WITH VALVE BOX ON • EAST LEG. CONNECT TO EXISTING MATCHLINE PIPING WITH FITTINGS AS REQUIRED. NEW 6" VALVE TO BE SET IN CLOSED POSITION. —5 D Z . r a / SEE SHEET 9 ® REMOVE EXISTING VALVE AND VALVE BOX. I �— GRAVEL — • ® r INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE ' ;.? RETAINING WALL DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS A. _ ' REQUIRED. • CON ROE 0 g 3 • • . ® DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION /RECEIPT OF NEW PIPING. ACTUAL LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. • , T. JOB NUMBER: DATE: CITY O F YAKIMA I M A G�' SHEET ' v�?• 04088 09 —,9 -05 Huibregtse, Louman Associates, Inc. ti �M FIL NAMES: 4 CIVIL ENGINEERING •LAND SURVEYING •PLANNING r '.�y /.� DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 21 601 North 39th AvenueoYOkimo, WA 98902 / ; ;.��<, X48. - IMPROVEMENT PROJECT of (509) 966-7000o FAX (509) 965 -3800 0, t� 9s DESIGNED BY: MTB _2L� IEXPIREB p.,. e, e aa � REVISION DATE ENTERED BY: TDF PLAN SHEET SEE SHEET 20 CARDEN HOUSE t La 60 S. 1 ° N M 3 207 ? ) 209 210 211 N 213 GI N a� • 3 � < I N9 P P-105' S. W PROTECT EXISTING CZ ®. DOGWOOD TREE O 1 .PN a L,i d w L i L,i w L 7 uJ CID e : LAWN CONCRETE S V • ,. ..1_' ` PLANTER CONC. DRIVEWAY LAWN f� cs- , .r'" M BwI V PLANTER o a E p 1A LCl �V i /G LAWN LAWN 1 6 a O NEW 2" HDPE , � A CEHC Y _ D HUN LNK vw �VJT�' -(4 W0 \ COHCREiE „,..... _ 0,1115215L-----`-'' -- -- 6 o- L �:•__�' • — � a C ONC. SDEWALK w CONC. SIDEWALK (3” WOOD ijy riv , )„ I I - /�CONCRE o � z=i —_ - ___- -__ ® ® O • J�ASPHALT n-- J T 1 3 � CONCRETE 3 YAKIMA AVE. o - ® :: _ < w . w � - a 6" DOMESTIC WATER F w ' " -- - w w x x w w iiiWi w w w �- w w w w w w —� cC LAWN ASPHPLT LAWN J :: CONCRETE ® ED w LAM: 6' DOMESTIC WATERMAIN uo _ w— L ®} CONCRE L c BRICKS LAWN CONCRETE ® LAWN ASPHALT • yyam. �y `c� BRICK POST • NCE • • ❑ LAWN 'ZU. . +T.rv. S . ?,_�rn'ru S n S _ S �C::GI�' 1 ,.c.,w...o -w44. I — N ' iri _A • W E o T zo o w N1 ALL STATIONING, IRRIGATION MAIN, AND SERVICE LOCATIONS HAVE BEEN TAKEN ® INSTALL NEW 2 "x2 "x2" HDPE TEE, 2" R.S.G.V. FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. WITH VALVE BOX, AND BLOW -OFF ASSEMBLY. 214 S 215 THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, SEE DETAIL SHEET 24. AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN. - 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE DIRECTED BY THE ENGINEER. - LLI CO CEO N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY IA . UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE O ;., 7 O ® SE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND /OR REPLACEMENT W < , "TER o RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE • < CONCRETE -5,-;..E. _ CONTRACTOR'S ACTIVITIES. - - 1 ` � w .. - - - � � .. ...... u 7 O �-I w. - - =• BLACK IRON FENCE s �I'� LAWN W _ (3 WOOD) a NEW 2" HDPE - \ CONCRETE SIDEWALK _. . N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AT ALL TIMES. Z N1 YAKIMA AVE. / \ I N5 INSTALL NEW 3" HDPE 90' BEND. J ✓-- ASPHALT �_- ' N6 SLIPLINE APPROXIMATELY 285 L.F. EXISTING 4" PIPES WITH NEW 3" HDPE PIPE. HI . , w GRAVEL w wa w w w w b w w w w w w w w 1 N7 REMOVE EXISTING PIPE, FITTINGS, AND VALVE. INSTALL NEW 3 "x3 "x3" TEE, 2 EA 3 < LAW RUNNING WALL CONC . o LAWN CONCRETE CONCRETE A �� GRA L w _6•.".A w �� = LAWN R.S.G.V. WITH VALVE BOXES, AND 3 "x2" HDPE REDUCER. Q N8 SLIPLINE APPROXIMATELY 450 L.F. EXISTING 3" PIPES WITH NEW 2" HDPE PIPE. 0 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATION, OR AS OTHERWISE 1 DIRECTED BY THE ENGINEER. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED. C13 REMOVE EXISTING PIPE, FITTINGS, AND VALVE. INSTALL NEW 2 "x2 "x2" HDPE TEE, 1 EA 2" • VALVE WITH VALVE BOX ON SOUTH LEG, AND CONNECT TO EXISTING PIPING WITH FITTINGS • . AS REQUIRED. ® CAP END OF NEW 2" HDPE PIPE. CAP AND ABANDON EXISTING PIPE TO EAST. L T. g JOB NUMBER: DATE: SHEET • G 0 04088 09 -19 -05 CI TY F YAKIMA S so . Hulbre, Asciat, Inc. „�� •f ' FILE NAMES: 22 CIVIL ENGINEERING Lonman • LAND SURVEYIN •PLANNING es ' �� +/ DRAWING: 04088.dwg WEST YAKIMA IRRIGATION SYSTEM 801 North 39th Avenue +Yakima, WA 98902 t �, - /' IMPROVEMENT PROJECT OF (509) 966- 7000oFAX (509) 965 -3800 ri ON AL #� g ,( DESIGNED BY: MTB PLAN SHEET ` " 24- EXPIRES • a, r,,, REVISION DATE ENTERED BY: TDF EXISTING PAVEMENT SURFACING DEPTH EXISTING GRAVEL ASPHALT CONCRETE PATCH VARIES SURFACING DEPTH - . LENGTH VARIES t- PAYMENT LIMITS ,- GRAVEL REPAIR I . VARIES SEE PLAN 3 1 -O" • EXCAVATION 1' -0" 1' -0" 3 PAYMENT LIMITS hi a , „ PAYMENT LINE (MIN) N 1 -O" 1 . EXCAVATION 1' -0" 1' -0" „ � Z PAYMENT UNE - (MIN) Et -' FINISHED GRADE I SYMMETRI AL ABOUT fL OF PIPE NRIERMINMENBERIW 1412813181024=21 A)1/4"'„,ir 4 t6" Z w ACP REPAIR, TYPE 1 �� ��`` . a 0 ALLEYWAYS, DRIVEWAYS, AND ASPHALT PAVEMENT % /'� m NOTE: VALVE BOX TYPE VARIES USE 0 OTHER AREAS DIRECTED BY / ' SS 2" CRUSHED SURFACING z TYPE 1 IN ALL TRAFFIC AREAS AND - THE ENGINEER. > TOP COURSE �j\ CRUSHED SURFACING F TYPE 2 IN NON- TRAFFIC AREAS. SEE w • 3" HMA CL. A PG64 -28Y � TOP COURSE ` /�� /, ALTERNATE BACKSLOPE DETAILS. • 6" CSTC j\\ *ALTERNATE BACKSLOPE AT CONTRACTORS OPTION 0 . /.. SELECT BACKFILL AT C OPTION 3/4" HDPE TAPPING TEE LOCATING WIRE SECURE (BASE COURSE) SERVICE SADDLE FUSED X w ACP REPAIR, TYPE 2 TO SIDE OF VALVE BOX ASPHALT CONCRETE SURFACING GRAVEL SURFACING CONNECTION. SEE SERVICE AS APPROVED BY STREETS AND OTHER SADDLE CONNECTION DETAIL. ENGINEER. ° AREAS DIRECTED BY THE 3/4" SERVICE PIPE SDR -9 < ENGINEER. CTS 200 LB POLYETHYLENE • 6" ACP CLASS A UNSURFACED REPAIR NOTES: OR EQUAL. TYPICAL • 12" SELECT BACKFILL (CSBC) ...1 PAYMENT LIMITS 1. CONTRACTOR SHALL BE RESPONSIBLE SLOPE TO DRAIN SLOPE TO DRAIN 1'-0" EXCAVATION 1' - 0" 1 1' -0" FOR ALL TRENCH SURFACE RESTORATION a pIQUE 112411 d INCLUDING WIDER TRENCH SECTIONS PAYMENT LINE EXISTING GROUND BEYOND THE PAYMENT LIMITS SHOWN, `/, , /,, �,/ �,, , RESULTING FROM LAYING BACK TRENCH 3/4" CURB STOP VALVE FOR NEW HOPE SERVICE LATERAL. % ��% '`. „ &�� �\� SIDES AT THE CONTRACTORS OPTION. NO E PIPE FORD B66 333 -G EXTEND FOR CONNECTION TO 12” (MIN.) SILT MATERIAL FREE FROM MEASUREMENT OR PAYMENT WILL BE MADE M OR APPROVED EQUAL. EXISTING SERVICE PIPING. ROCKS. STORE IN STOCKPILE WHEN / FOR SURFACE REPAIR BEYOND THE PAYMENT EXISTING PIPE MATERIALS MAY REMOVED DURING TRENCHING OPERATIONS. LIMITS. VARY. USE FITTINGS AS REPLACE TO MINIMUM THICKNESS SHOWN. V s F REQUIRED FOR A COMPLETE, IF EXISTING GROUND SURFACE ADJACENT ✓%��/ % / y 2. NO MEASUREMENT OR PAYMENT WILL BE MADE 1 , LEAK PROOF CONNECTION. FOR TRENCH SURFACING REPAIR IN UNSURFACED TO TRENCH DOES NOT INCLUDE SILT :,,. OVERBURDEN, THEN BACKFILL TO SURFACE Yj\ ALTERNATE BACKSLOPE AREAS. WITH NATIVE MATERIAL EXCAVATED FROM �= AT CONTRACTORS OPTION 3. THE CONTRACTOR SHALL SAWCUT ALL PAVED „ TRENCH. SURFACES PRIOR TO RESTORATION. TYPICAL SERVICE INSTALLATION UNSURFACED AREAS SURFACING REPAIR NOT TO SCALE NOT TO SCALE 3/4 -INCH HDPE TAPPING TEE MI SERVICE SADDLE NOTE: FOR VEHICLE TRAFFIC AREAS NOTE: FOR NON- VEHICLE TRAFFIC AREAS FUSED CONNECTION. PAYMENT LINE LIMIT FOR ALL TRENCH SURFACING REPAIR 1' - 0" PIPE O.D. + 24" 1' -0" O MAX. MAX. 1 1/2" HMA EXISTING CL "A ", CONCRETE VALVE BOX PG 64 -28 PAVED UNPAVED / CAPS TO BE PROVIDED RECEIVING SEE DETAILS FOR AREAS AREAS CAST IRON LID W BY THE CITY. PIPE. INSTALL SEALANT r SURFACING REPAIR "IRR" OR 'IRRIGATION" GRIOUND BETWEEN NEW AND y I i i CL 3000 CEMENT MIN. 6" THICK EXISTING PIPING. % /// / CONCRETE FULL CL 3000 CEMENT NEW HDPE , >/j FINISHED GRADE `ALT ERNATE B A T DEPTH OF PVMT. CONCRETE 11 n n_n= I_II_II .. ,. . : =u� ��_ 11_11_ IRRIGATION dw %// LESS 1 1 2 " /, „� w / / 1 - 1 I , I- 1 =Id ,' :: MAIN. J a� CONTRACTOR OPTION / ����!! ; =I 1 =I II - I -I ,. SECTION •, ( D . THE CONTRACTOR SHALL BE '?/ - ir�ir�i r 1c1• l� ~III u v z z RESPONSIBLE FOR ALL TRENCH y / � \ / y�y / j' =�/ / yam // 1= W_ Q ,� o BACKFILL BEYOND THE LIMITS / 1 FOR LAWNS OR m • w F a SHOWN, INCLUDING WIDER TREN •%�! ` / / / ' git 1= UNSURFACED AREAS, x > a SECTIONS RESULTING FROM LAYING / / 9 %� // I� I INSTALL 5” DIA. NATIVE BACKFILL OR SELECT BACK TRENCH SIDES AT THE ? /' ' / /// UPPER SECTION SLIDING tI I SCH. 40 PVC PIPE BACKFILL AS DIRECTED BY a w CONTRACT OPTION. NO // ' �!YPE C.1 VALVE BOX I C IL M� LENGTH AS REQUITED. THE ENGINEER. MEASUREMENT OR • PAYMENT WILL //< /// RICH MODEL 940 -B VII r BE MADE BEYON THE PAYMENT / , i/ 8 - INCHES HIGH) MIN. ' MIN. ' 4 " NATIVE MATERIAL SHALL BE USED G i =L 9 " / LOWER SECTION I-4 •I EXISTING RECEIVING w PIPE ZONE FOR BACKFILL EXCEPT ROAD ((CH MOD HEIG 1 �Ijl �W1 PIPE. (WOOD STAVE o CROSSINGS SHALL BE BACKFILLED r REQUIREM EL VA RIES) II= II - SHOWN) WITH SELECT BACKFILL AS DIRECTED I =11 0 , BY THE ENGINEER. 11 II 1140‘16,_ a I =1 I -11 7 , Me : m CRUSHED SURFACING TOP COURSE RI • T�1 I j 4 O ant y l �I USED FOR PIPE ZONE - MATERIAL, AS DIRECTED BY THE. , I,,�„ii Lj ENGINEER. SHALL BE t i i� tI� �y ��y „"' ', {„' i , i < .. NEW IRRIGATION MAIN OR SERVICE P ' p : d ; ; a . ,..:. /. s . � N. UNE. 1:�. 11. p y.� il. ,,,,, _ `` i 1= - . s. , i. Alli; L I - & ,•,p���� /�� � � /f�;��`� / /� SEE TYPICAL SERVICE SEE TYPICAL SERVICE II II -1 I II I=1 II 11= U 1 ll€ � ♦ / / INSTALLATION DETAIL INSTALLATION DETAIL 1 1 t 1_I PIPE =171- 1 -I1- UITABLE EARTH FOUNDATIO BEDDING SEALANT DETECTABLE MARKING TAPE PER SECTION 9 -15.18 NEW HDPE REQUIRED FOR ALL PIPE INSTALLATION BY TRENCHING. IRRIGATION ' PIPE SERVICE SADDLE CONNECTION DETAIL TYPICAL TRENCH SECTION TYPE 1 VALVE BOX TYPE 2 VALVE BOX NOT TO SCALE NOT TO SCALE NOT TO SCALE • NOT TO SCALE �EL T. g� JOB NUMBER: DATE: CITY O F YAKIMA SHEET 4 , ,_ Hnibre tse Lonman Associates, Inc. ~ G � °�� 04088 09 -19 -05 • f � 3 • As - 4` FILE NAMES: CIVIL ENGINEERING • LAND SURVEYING •PLANNING RAWING: DETAILS.dwg WEST YAKIMA IRRIGATION SYSTEM 23 801 North 39th Avenue +Yakimo, WA 98902 j, 4 < :Jr � - _ IMPROVEMENT PROJECT OF (509) 966 -7000 o FAX (509) 965 -3800 0 , a / DESIGNED BY: MTB • [EXPIRES p•.,. 2, 2006' 1 J REVISION DATE ENTERED BY: TDF DETAILS . . . . . . . - • • CAST IRON LID W/ " 7 0 , 4 1. IRR" - * AS DIRECTED BY ENGINEER. MAY VARY - 4 4: „ ""'es• , OR "IRRIGATION" HMA C1 3/8" DEPENDING UPON GRADE OF SIDEWAU< AND 44 'Q ''4. SAW \ 1 1/2 1 CLASS 3000 CEMENT CONCRETE DRIVEWAY BEYOND CURB. ..44,s CUT \ " -FULL DEPTH OF PAVEMENT 1 SECTION -,- LESS 1 1/2". HMA I i 1 •4 i 1/2" R CONCRETE -'14:41114%1ISI'',.. iielililiiiiMPIENNIWall'''' , ';•: , ■(•■: , ■7 -, , ,, v ..8.,.;,— , ..p.i ., .-• ii: , - -1 .:1 • \ . . r COMPACTED 6" M ii. IN. .i TOP OF SUBGRADE D. - 6 1/2" ... •• - ' •• . . . DEPTH CSTC UPPER SECTION SLIDING . . • CONSTRUCTION LOWER TYPE C.I. VALVE BOX .. . .• . J . i OINT SECTION (RICH MODEL 940-B, 18-INCHES HIGH) , -4 (RICH MODEL R-36 - 1 - • 4" THICK CONCRETE SLAB SECTION AT SIDEWALKS • 36-INCHES H VALVE IGH) MI AND OTHER AREAS AS DIRECTED BY THE ENGINEER NOTE.: PROVIDE EXTENSION 18" ... 111111111 1/4. ' *till* PIECE WHERE REQUIRED FOR VALVE BOX. 4 BARS • 6" NICK CONCRETE SLAB SECTION AT DRIVEWAYS (RICH MODEL 044, AND OTHER AREAS AS DIRECTED BY THE ENGINEER. IN PAVEMENT 12-INCHES HIGH) DEPRESSED - TYPE D • CONC. SLAB SECTIONS CAST IRON LID W/ • . NOT TO SCALE "IRR" OR "IRRIGATION" -\ - 5 1/2" 1--- \ ' " 6 THICK CLASS 1 i 2-O ,..1 3000 CEMENT CONCRETE 1/2" R I 2% 1 R. •;* e . - ' 11 1 12111111111P / A .- •••• s .':", ,..-1" BATTER 1111 NOTES: . •Kri.r.,•:.?„X=.1.W.(4,.. :. ::'':•. . ,,,- / 6" MIN. ' SECTION SLIDING . 1" ..-- " 1111 :RO JOINTS EW:O 2 ' NC3IRETEB" INT 111111111 J A D TAL M TE A R TE N R A I T I G SHALL BE PLACED AT INTERVALS. • TYPE C.I. VALVE BOX ,- cs, /- R. ' • 1/2 R • • LOWER (RICH MODEL 940-B, 18-INCHES HIGH) • 1 1d2'' DEEP DUMMY JOINTS SHALL BE SECTION . THROUGH JOINTS ON 10 INTERVALS. (RICH MODEL R-36 w VALVE EACH SIDE OF AND 36-INCHES HIGH) • AROUND EACH UTILITY "V" GROOVES SHALL BE PLACED AT 5' NOTE PROVIDE EXTENSION 18" I '.-1 . APPURTENANCE. INTERVALS. ''' GROOVES, AND EDGES (RICH MODEL 044 SHALL,BE FINISHED WITH AN EDGER HAVING *I/1=1111* PIECE WHERE REQUIRED FOR VALVE BOX. , IIIII ALL JOINTS V A 1/4 RADIUS. NOT IN PAVEMENT 12-INCHES HIGH) FULL HEIGHT - TYPE A SEE PLANS FOR WIDTH AND POSITION OF • SIDEWALK .. .. . . STANDARD CONCRETE CURB & GUTTER . . . . . . . . . . CONC. SLAB JOINTING IRRIGATION MAINLINE VALVE BOX . . . . . NOT TO SCALE NOT TO SCALE NOT TO SCALE • . NOTE: BLOW-OFF ASSEMBLY MAY CONNECT AT END OF PIPE IN LIEU OF SIDE CONNECTION. CLASS 3000 CEMENT CONCRETE . FULL DEPTH OF PAVEMENT 7 -1 1/2" HMA CL 3/8. PG 64-28 • SECI1ON LESS 1 1/2. , [..12:1 ASPHALT CONCRETE PAVEMENT SECURE WIRE TO TOP OF PIPE W/ .., A Eir,i ""``'....mi . :*," :0 /, 2" WIDE x MIN 6" LONG STRIP OF 24" MANHOLE • DUCT TAPE AT MAX. 10 FT. D.C. 12 AGW UF SOLID COPPER VARE W/ FRAME & COVER A292292925366MBINIIIIIIIIIIIINIIIMMOSeng BLUE INSULATION MATH 1RRIGA0N ' i . "\,W""A MIIIIIIII.161. *1 - 1 - 1 - . . . • . VD11144VV 01111•■R- - , 0 ri 6 . . . ----- TOP OF SUBGRADE . ki.:„4„■4''• GRADE RINGS OR ACIIIII . • = - ..• .A .0' ,-_-- ; A, lk LEVELING BRICKS 2 1/2" NST OUTLET ..' .. . kir I f.r) 2e 4" N 0 . 24" DIA. MANHOLE 1 ADJUSTMENT RING SECTION , _a 4 =11 0 , 4r 1 0 - • NI I 7: •;•:. AS REQUIRED • VALVE BOX iippimploil Isilut 6" CSTC NOTES: 1. MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE AFTER • KUPFERLE FOUNDRY CO., PLACEMENT OF ASPHALT CONCRETE PAVEMENT. • MODEL 78, OR EQUAL BLOW-OFF 111., 2. GRADE RINGS AND/OR LEVELING BRICKS SHALL BE GROUTED .__ ri CRUSHED ROCK --X Nine IN PLACE AND BE WATER TIGHT. 4, ....... -\ ;-•-.• - .•5 - •'' UNDISTURBED EARTH 1u 1.1.. OR THRUST BLOCK PIPE 3. IN UNPAVED AREAS, PROVIDE 12" THICK, 4! DIA. CEMENT - r i --' FUSED CONNECTION.2"TEGEATE VALVE W/ 2" OPERATING NUT s- 2" 90' ELBOW ' CONCRETE RING AROUND TOP OF MANHOLE. SET MANHOLE FRAME FLUSH W/ FINISHED GRADE AND SLOPE CONCRETE OUTWARD AT 1/e/FT. NOTES: 1. LOCATING YAK SHALL BE USED ONLY ON SERVICE PIPES FROM THE MAIN TO THE FIRST SERVICE • OR SADDLE AS APPROVED • VALVE AWAY FROM THE MAIN, WHERE ACCESS SHALL BE PROVIDED. FOR SPECIFIC INSTALLATION. 2. AT SPLICES THE CONNECTING ENDS OF THE WIRES SHALL BE OVERLAPPED AND TIED. THE ENDS SHALL BE STRIPPED AND CONNECTED WITH A WIRE NUT. WATERPROOF CONNECTION WITH SIUCONE SPLICE KIT. • BLOW - OFF DETAIL MANHOLE ADJUSTMENT DETAIL LOCATING WIRE . NOT TO SCAM NOT TO SCAM? NOT TO SCALE • JOB NUMBER: DATE: -4,,Vg'ILT'E4 SHEET 09-19-05 - 44 •,,i• '' ,,,,b 404 Hnibregtse, Lonman Associates, Inc. V . . f •I' 4 1 z k . 04088 FILE NAMES: CITY OF YAKIMA 24 CIVIL ENGINEERING • LAND SURVEYING - PLANNING ) DRAVIING: DETAILS.dwg WEST YAKIMA IRRIGATION SYSTEM ., 801 North 39th Avenue .Yakima. WA 98902 1 1:' "44 s ) . IMPROVEMENT PROJECT OF ,....-- (509) 966-7000 -1- FAX (509) 965-3800 ,,.1 ORAL v.' -ftill' DESIGNED BY: MTB -;-24-- DETAILS • REVISION DATE ENTERED BY: TDF