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Home My WebLink AboutR-2003-150 Maclaren Reservoir Rehabilitation Project; L&C Marketing dba The Concrete DoctorCITY OF YAKIMA —ORIGINAL 0,01,461,1 e' CITY OF YAKIMA o�� o� MACLAREN RESERVOIR REHABILITATION PROJECT City Project No. 1R2131 HLA Project No. 06105 Construction Contract Specifications & Bid Documents JANUARY 2007 2301 Fruitvale Boulevard Phone (509) 575-6020 Yakima, WA 98902fax (509) 575-6238 1 1 CITY OF YAKIMA, WASHINGTON CONTRACT DOCUMENTS FOR MACLAREN RESERVOIR REHABILITATION PROJECT OWNER: City of Yakima 2301 Fruitvale Blvd. Yakima, WA 98902 EXPIRES ;`"^A' 6, 2 008 CITY OF YAKIMA PROJECT NO. IR2131 HLA PROJECT NO. 06105 ENGINEER: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 January 2007 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR MACLAREN RESERVOIR REHABILITATION PROJECT City of Yakima Project No. IR2131 HLA Project No. 06105 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 3-3 UNIT PRICE BID PROPOSAL 3-4 BID PROPOSAL SIGNATURE PAGE 3-5 BID DEPOSIT 3-6 BID BOND 3-6 NON -COLLUSION AFFIDAVIT 3-7 NONDISCRIMINATON POLICY 3-8 SUBCONTRACTOR LIST 3-9 BIDDER'S DATA FORM 3-12 CITY OF YAKIMA WMBE POLICY 3-13 RESOLUTION NO. D-4816 3-14 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN 3-15 BIDDER'S CERTIFICATION 3-17 SUBCONTRACTOR'S CERTIFICATION 3-18 PROPOSAL 3-21 SECTION 4 - CONTRACT AND RELATED MATERIALS 4-1 CONTRACT 4-2 CONTRACT BOND 4-4 SCHEDULE OF WORKING HOURS 4-5 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 PLANS SECTION 1 - ADVERTISEMENT FOR BIDS G:\PROJECTS\2006\06105\06105 SPECS.doc 1-1 ADVERTISEMENT FOR BIDS City of Yakima 129 North Second Street Yakima, Washington 98901 The City of Yakima invites separate sealed BIDS for the construction of the MACLAREN RESERVOIR REHABILITATION PROJECT, City of Yakima Project No. IR2131, HLA Project No. 06105, including the following approximate major quantities: Crack sealing and repair of approximately 250 linear feet of cracks in an existing cement concrete reservoir using polyurethane chemical grout injection; rehabilitation of a cement concrete inlet weir box; removal of an existing slide gate and installation of a new aluminum slide gate; removal of existing ladders and installation of a new aluminum access ladder; and removal of an existing reservoir outlet screen and installation of a new reservoir outlet screen assembly. This contract has twenty (20) working days to complete the work, and all work shall be completed no later than March 28, 2007. Bids will be received by the City Clerk at Yakima City Hall, 129 North Second Street, Yakima, Washington, 98901, until 2:00 p.m., February 7, 2007, and then shortly thereafter will be publicly opened and read aloud at the Yakima City Council Chambers located at 129 North Second Street. The CONTRACT DOCUMENTS may be examined at the following locations: Yakima City Hall, Engineering Department, Yakima, Washington Huibregtse, Louman Associates, Inc., Yakima, Washington Tri -City Construction Council Yakima Plan Center Copies of the CONTRACT DOCUMENTS may be obtained at the office of HUIBREGTSE, LOUMAN ASSOCIATES, INC., 801 North 39th Avenue, Yakima, Washington 98902, (509-966-7000) upon payment of $35.00 for each set, non-refundable. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the 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 on the form bound in the Specifica- tions, sealed and filed with the Clerk on or before the day and hour above 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 and all bids 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. Publish: January 25, 2007 G:\PROJECTS\2006\06105\06105 SPECS.doc 1-2 Deborah J. Moore City Clerk SECTION 2 - INFORMATION FOR BIDDERS G:\PROJECTS\2006\06105\06105 SPECS.doc 2-1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 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., February 7, 2007, and then at the Yakima City Council Chambers 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 MACLAREN RESERVOIR REHABILITATION 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 City Clerk's Office, 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. When the Agreement is executed, the bonds of the 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 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 G:\PROJECTS12006\06105\06105 SPECS.doc 2-2 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. G:\PROJECTS12006\06105\06105 SPECS.doc 2-3 G:\PROJECTS\2006\06105\06105 SPECS.doc SECTION 3 - BID PACKAGE 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 infor- mation. (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. (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\2006\06105\06105 SPECS.doc 3-2 City of Yakima 129 North 2"d Street Yakima, Washington 98901 BID PROPOSAL MACLAREN RESERVOIR REHABILITATION PROJECT CITY OF YAKIMA PROJECT NO. IR2131 HLA PROJECT NO. 06105 A Proposal of /.'f /yl////j't %/A/6 Grej)cc.(li nafter called "BIDDER"), organized and existing under the laws of the State of 1,09_571/A/677 -27A/ doing business as ,SoL g /kooa 'tCTU2 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 MACLAREN RESERVOIR REHABILITATION PROJECT — City Project No. IR2131, 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 within twenty (20) working days of such NOTICE TO PROCEED: 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: /t/ 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: Insert "a corporation," "a partnership," or "an individual" as applicable. G:\PROJECTS\2006\06105\06105 SPECS.doc 3-3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 MACLAREN RESERVOIR REHABILITATION PROJECT CITY PROJECT NO. IR2131 HLA PROJECT NO. 06105 ITEM NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICE AMOUNT DOLLARS -CTS DOLLARS -CTS 1. Mobilization LUMP SUM - X = .;(300,0o 1 2. Removal of Miscellaneous Metals LUMP SUM - - - X = ,500 - o0 3. Rehabilitate Inlet Weir Box LUMP SUM - - - X = /6'00 . 00 4. Furnish and Install New Aluminum Slide Gate - LUMP SUM - - - X 1-#00- 00 5. Furnish and Install New Outlet Screen LUMP SUM - - - X = 3900. 00 6 Furnish and Install New Access Ladder EA 1 X = g00 • 00 7. Cement Concrete Crack Sealing LF 250 X 57,S10 = /.i/350 -0O 8. Minor Changes FA EST. X $2,500.00 = $2,500 00 SUBTOTAL 313.50,00 STATE SALES TAX 8.2% _15 ga. 70 TOTAL 33,9 020. 701 G,PROJECTS\2006\06105\06105 SPECS.doc 3-4 1 BID PROPOSAL SIGNATURE PAGE CITY OF YAKIMA, WASHINGTON MACLAREN RESERVOIR REHABILITATION PROJECT CITY PROJECT NO. IR2131 HLA PROJECT NO. 06105 L1 BIDDER BY L G D 1. -1 c,1-5-07 , 2007 (CONTRACTOR) DATE AUTHORIZFFICIAL'S SIGNATURE TITLE ')/.0N/? /2• `ae!''�./S�/rJ (Please print or type name) ADDRESS: Acx 54; Phone: _SO!— sig�u2+ a0/1,c/, /7 cyq/ 7/ FAX: f0� - /v 18-"00�.v E-mail address: /anr%rh (%ofrnai/• ee»ie- CONTRACTOR LICENSE NUMBER dec'/ NOTE: 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. Bidders shall acknowledge receipt of all addenda, if any, in the space provided on the first page of this proposal. If no bid is submitted, kindly mark "NO BID" on the cover and return to: Huibregtse, Louman Associates, Inc. 801 N.39thAvenue Yakima, WA 98902 Bidder shall include Bid Bond/Bid Deposit and notarized Non -Collusion Affidavit and Debarment Certification with Bid Proposal. Bidder acknowledges he has reviewed the project site and fully understands the work to be completed and conditions thereof. G:\PSOJECTS\2006\06105\06105 SPECS.doc 3-5 BID DEPOSIT Herewith find deposit in the form of a certified check or cashier's check in the amount of (21 , 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 / , as Principal, and , as Surety, are held and firmly bound unto the CITY OF YAKIM ,/ as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, the' 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 MACLAREN RESERVOIR REHABILITATION PROJECT — City Project No. IR2131, 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 i 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 ofailure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call forpds, 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 G.PROJECTS\2006\06105\06105 SPECS.doc DAY OF , 2007. Principal Surety , 2007 3-6 STATE OF WASHINGTON COUNTY OF NON -COLLUSION AFFIDAVIT ) ss. NON -COLLUSION AFFIDAVIT ,L,q.i'pv 7/7/.4,0,4, rC / , 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. MIA A. Al (Contractor's Sign.:ture) Signed and ,sworn to (or affirmed) before me on harry lya��se, G- PROJECTS\2006\06105\06105 SPECS.doc 3-7 , 2007, by Notary Public My Appointment Expires //--re 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\2006\06105\06105 SPECS.doc 3-8 SUBCONTRACTOR LIST To be Submitted with the Bid Proposal Project Name: CITY OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT Project No. 06105 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 Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work f Subcontractor Name Categories of Work ,f Subcontractor Name Categories of Work Subcontractor Name Categories of Work G.\PROJECTS\2006\06105\06105 SPECS doc 3-9 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 Categories of Work ("J /v G:\PROJECTS\2006\06105\06105 SPECS.doc 3-10 SURETY If the Bidder is awarded a construction Contract on this bid, the Surety who provides the Contract Bond will be 421-472— /42/'/2L. _----514917)#j6 /A/5 whose address is: 5 • o?lQ0 7 Z --%L Vi, STE" /// —5712 h1,9 0/4_ 9 %2 3 Street City State Zip BIDDER The name of the Bidder submitting this Bid is Ld it/M1;-'7"g_ .1011;10)2 whose address is: )0(7 Aix % Street r (Lr/vv" e-777/ State Zip City 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: G ,.PROJEECTS\2006\06105\06105 SPECS doc 3-11 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. a./9Y/STH ....S7,0415",/ miF (rA4W2.' _a/ ('/fozc2/ .P(fion 474.-000 bVrL'L ME -A/6/ -//N/ So9- X9/5"-"71/5 if, Po Tiny 7-2 7 #3,4 1WA q9 2.002 h p'&ss' union/ (ramirefo_rO_O -r"rS aOfCIn�,)- - A8, -key (6/) S09 -9y? -a69/ Yid I 2l7 •D.7)6.s_s , WA 99 /SC C. LoWE Gi2AN/Th Lock, iY) (/' ncrr w rPf,JrC-aCkir� n "Gon---,Ole), ,1 /l), COO JP .1! . �► i 9-24 - 2) M ,I,,i a k3 %�D/r/eoq, WA 9q34- 7 Past maintenance services performed on similar systems; include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions. 5 /9Pr,vi 3. Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications. 4'4/MY 1-1-4x 2/soi, (9W/t-it-2_ -11:1_Rl/s NA -124/s° -, 5ayozc'_ 1//504 y/JA/ Asses »a✓; i -cheek lA:3 5. Provide Washington state Contractor's registration (license) number. Ali /7/ / ( imv,& 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 \PROJECTS\2006\06105\06105 SPECS,doc 3-12 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\2006\06105\06105 SPECS.doc 3-13 RESOLLil iON NO. I' 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 attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF TBE 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 . F NL day of 1983. ATTEST: 71(4hz— Clerk c_ rv‘k Oa A 1,A,t).-t Mayor 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, G:\PROJECTS\2006\06105\06105 SPECS.doc 3-15 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 employ- ment 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 subcontrac- tors, 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\2006\06105\06105 SPECS.doc 3-16 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: L C, g4//1)1hhr/rr/h 0/44/ i ZaNCC 6't))0-ro,V.r certifies that: (BIDDER) It intends to use the following listed construction trades in the work under the contract: C E�fc_, Cieaur.T,J(LEa-ID/I) AAte ,L 0'13CY ' 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: AMA/4" X' Q u t,e h 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 Certification required by these Bid Conditions. (Signa re of Authorized Representative of Bidder) O"\P.ROJECTS\2006\06105\06105 SPECS doc 3-17 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: A4!/ (SUBCONTRACTOR) certifies that: 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\2006\06105\06105 SPECS.doc 3-18 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 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 3-19 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\2006\06105\06105 SPECS.doc 3-20 PROPOSAL MACLAREN RESERVOIR REHABILITATION PROJECT CITY OF YAKIMA PROJECT NO. IR2131 HLA PROJECT NO. 06105 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 ANIOUNT OF CASHIER'S CHECK i- I GI VP, u7 DOLLARS CERTIFIED CHECK 0 ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND 0 IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) , and SIGN URE OF AUTHORIZED OFFICIALS FIRM NAME G' %%%i)2Alk-T/4/6r db o./JC2Cre. -0cTO� (ADDRESS) POAay, WA- 9911/ fO — 2/8 -3-7b5- PHONE NUMBER FAX NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER FEDERAL ID NO. 9/ "'// 79097 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. G:IPROJECTSl2006\06105106105 SPECS.doc 3-21 SECTION 4 - CONTRACT AND RELATED MATERIALS G:\PROJECTS\ Q006106105 106105 SPECS.doc CONTRACT THIS AGREEMENT, made and entered into in triplicate, this "3• day of , 2007, by and between the City of Yakima, hereinafter called the OWNER, and j, .�� vr.vanx c *.'� C1 4, -N, cc.., cn , 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: The CONTRACTOR shall do all work and furnish all tools, materials, and equipment for MACLAREN RESERVOIR REHABILITATION PROJECT — City Project No. IR2131, 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 within twenty (20) working days of the date of such Notice to Proceed (see SPECIAL PROVISIONS - SECTION 1-08.5): 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 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 4-2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written. (SEAL) ATTEST: Name: Deborah JIM ore Title: City Clerk • ., _ `14-4;„ • -i. r. • S 1.f.*: '.. . • 4. - (SEAL) %(410:„ ‘ ' • 4.e ..„• i, .,.., .,, t ,,,, ATTEST: \\QOfo, Name: ithewi,( R (Please Print pr Type) g 04-41 tk.fa Ct t I tt Si i G: \ PROJECTS \2006 \ 06105 \ 06105 SPECS.doc 4-3 OWNER: City of Yakima, Washington By: Name: R. A. Zai , Jr. Title: City Manager CONTRACTOR: -4,-- irk Arzk c- 1' 0 c T -L -r" c- c -z- . By: Name:ict) 1, Al A qLi, n (Please Print or Type) Address: Phone: --(1`a 1,gg FAX: 5' qb-- V670. E-mail Address: Employer Identification Number: ci ) ?r? 0 9 7 11 FEB -26-2007 09:40 FROM:STATE FARM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15095351521 TO : 15099653800 P.1 CERTIFICATE OF INSURANCE This certifies that (0 STATE FARM FIRE ANDCASUALTY, COMPANY, Bloomington, Illinois El STATE FARM GENERAL INSURANCE COMPANY, Bloomington, Illinois 0 STATE FARM114E-Ar4p'cAsuA(T-S, COMPANY, Scarborough, Ontario STATEFARM FLORIDA.INSURANCECOMPANY, Winter Haven, Florida a'StiVrE FAFW'P-OYDS, DellaS; T4aS insures the following policyholder for the coverages indicated below Policyholder Larry Harrisoh:DSA 11 &C garketing Address of policyholder C/OHarrison, Larry •• •.`z Location of operations ?In W Front St Saint John, WA'99171, Description �f'operations Contractor The policies listed below have been iSsued•tO the pollcyholder for.the:policy periods shown. The insurance described in these policies is subject to all the terrns, exclusions and Conditions of thoee'PolicieS;:The.10ita of liability shown may have been reduced by any paid claims. POLICY NUMBER TYPE OF INSURANCE POLICY PERIOD EffeCtIVe bite: Eit4iiratson Date . . LIMITS OF UABILITY (at beginning of pOlicy period) 98 -GD -6919-0 F This insurance includes: Comprehensive Business Liability (E) Products Completed Operatlons 0: Contractual Liability 0 Personal Injury izg Advertising Injury Employers non -owned e Per Project Aggregate II • 05/15/2906 :'' 96%15/2007 , Auto liability - ndorpeMeritinculded BODILY INJURY AND PROPERTY DAMAGE Each Occurrence $ 1000000 General Aggregate $ 2000000 Products -Completed .$ 2000000 Operatioris Aggregate EXCESS LIABILITY ID Umbrella • : F1DLICY:pERIOD Effective Date ::EZPIratIon Date BODILY INJUOYAND.pROPERTY DAMAGE (CombinedSingte Limit) - , .: , :• .._ Each Occurrence $ 5000 ,.,. , . Aggregate,,,• $ IN Other Workers' Compensation and Employers Liability• POLICY.RERIOD EffectiveData i::EkPiratlon Date • Part 1- Workers Compensation - Statutory Part ll - Employers Liability Eacb Accident $ 1000000 Disease,7 Each Employee $:.1:090900 DiOiee'7:POlic411irrlit- $ 1000000 92(1...5/97f "., 02/15/07 , • , • • POLICY NUMBER • .. _ • : . ., • , _ TYPE OF INSURANCE POLICY PERIOD -- ifis,ti4,iiiiii.:,-60,;fion Date ... . _ -1, '' .,'' ;'.II.IMITB OF LIABILITY ..• _ ..., ' 44'1*g10100;0f policy period) , •: ..• . . .. , . .„ . . : ':.• ,-.:'-'':-.. i': ,:. ,,,,•: :' :;:z :'::,,,, ::::,;-..;. .. , THE CERTIFICATEOF INSURANCE.IS NOT ACONTRACT OrINSURiNCE AND NEITHER:AFFIRMATIVELY NOR' NEGATIVELY AMENDS EXTENDS OR ALTERS THE COVERAGE 6EBODBBO:171BBEIO.:•.: _ . BY ANY POLI( Name and Address of Certificate Holder City of Yakima, its employees, agents, elected and appointed officials, Hulbregtse, Louman Associates, Inc. HICH3q4S I 1, 668-094 a.6 Rev. 11-0 • 04 Priptest in U.S.A. 9250 F489 If any of the policies are canceled lbefore theirexpiratiCri date, State parbi will frith Mail a written..netiCe-tCtbe'certifiCate.hOlder 45 days before canCellailim: If hOWeVer,.0*.faii-tCrhall SuOtiOtice, nO.obligatiOn CriiabiW Will be imposed on State Farm '.orrePreientativet. Signature of Authorized Representative AGENT 02/15/07 Date Title SAM; HIGGINS AgentName TelephoneNumber 509-535-1357 Agent's CodeStamp Agent Code 47-925D AFO'Code F989 FEB -26-2007 09:40 FROM:STATE FARM 15095351521 TO:15099653800 P.2 VLILVILVVI 1.V.11 1'(lo L.P., Pii IVV1 111.42 1111Y11 KA Policy No. 98 -GD -6919-0 02-23-07 925D -F489 SECTION II AGGREGATE LIMIT ENDORSEMENT Policy No.: 98 -OD -6919-0 Named Insured: HARRISON, LARRY DBA L & C MARKETING Project(s) (Include address(es)): MACLAREN RESERVOIR REHABILITATION PROJECT 129 N 2ND ST YAK/MA WA 96901 FE881 8 The General Aggregate limit shown in the Declarations applies separately to each of your projects listed above. This endorsement does not apply to projects located on prerPtises owned by or rented to you. There will be no refund of premium In the event this endorsement is cancelled. AU other policy provisions apply. FE -8818 Printed in USA. IIFE=B-26-2007 09:40 FROM:STATE FARM 15095351521 TO:15099653800 P.3 KA Polley N0. 98 -GD -6919-0 02-23-07 925D -F489 SECTION 1I ADDITIONAL INSURED ENDORSEMENT Policy No.: 98 -GD -6919-0 Named Insured: HARRISON, LARRY DBA L & C MARKETING FE -8809 Additional Insured (include address): HULBREGTSE, LOUMAN ASSOCIATES INC 801 N 39TH AVE YAKIMA WA 98902 WHO IS AN INSURED, under SECTION II DESIGNATIONOF IN SURED; is amended to include as an insured the Additional Insured shown above, but only. to the extent that: Iiabillty is imposed on that Additional Insured solely because of your work perforrnad for that Additional; lnsured`shown'above. Any Insurance provided to The Additional Insured shall:onty apply with respect to a claim made or a suit brought for damages for which you are provided coverage. The Primary Insurance coverage below applies onty when there is an "X" in the box. ❑ Primary Insurance. The insurance provided to the Additional Insured shown above shall be primary insurance. My insurance carried by the Additional Insured shall be noncontributory with respect to coverage provided to you. All other policy provisions apply. FE -8809 Printed In VSA FEB -26-2007 09:40 FROM:STATE FARM ICA Policy No. 98 -GD -6919-0 15095351521 T0:15099653800 P.4 02-23-07 92SD-F489 SECTION II ADDITIONAL INSURED ENDORSEMENT Pon cy No.: 96-0D-6919-0 Named Insured: HARRISON, LARRY DEA L & C MARKSTI1T4 FE -6609 Additional Insured (include address): CITY OP YAKIMA, ITS EMPLOYEES AGENTS, ELECTED AND APPOINTED OFFICIALS 129 N 2ND ST YAKIMA WA 98901 WHO IS ANINSUR4), under SECTION II DESIpNATION OF iNSURED, Is amended to Include as an Insured the Additional Insured shown above, but only to the. extent that liability is imposed on that Additional Insured solely because‘of your work perforrned for that Additional Insured Shown aboVe. Any insurance provided to the Additional Insured shall only apply with respect to a claim made or a suit brought for damages for %Mich you are provided coverage. The Primary insurance coverage below applies only when there is an 'IX" in the box. 0 Primary Insurance'. The insurance provided to the Additional Insured shown above shall be primary Insurance. Any insurance carried by the Additional Insured shall be noncontributory with respect to coverage provided to you. All other policy provisions apply. Parried In U.S.A. FE -680S PRODUCER (509)648-3670 FAX 509-648-4000 Associated Independent Agencies ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THISGERTIFICATE DOES. NOT AMEND, EXTEND OR PO Box ' 388 ALTER THECOVERAGE AFFORDED EY THE POLICIES BELOW. DATE (MMIDD/YTYY) 02/22/2007 THIS: CERTIFICATE IS' ISSUED AS A MATTER OF INFORMATION Front Street St John, WA 99171 INSURED L & C Marker DBA: The' Concrete Doctor c/o Larry Harrison INSURERS;. p0 Box 86 INSURER, C: 303 5 Park INSURERS AFFORDING COVERAGE MAIC INSURER A, ' SAFECO In S'. Co 5t )ohn, WA 99171 CQVERAGES' 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 CONDmONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN_REDUCED BY PAID CLAIMS... _IN9R DD L POLICY NUMBER f p TEY FF t P IIIATIQN LIMITS TYPE OP INSURANCE $ INSURER 0: INsuRER E. GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE D OCCUR GENL AGGREGATE LIMIT APPLIES PER: POLICY n jEC 17 LOC AUTOMOBILE LIABILITY ANY AVM ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•owNEO AUTOS GARAGE LIABILITY ANY AUTO EXCEWUMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION 5 wo xxER cOMPENSAT1ON AND EMPLOYERSUABIU1Y ANY PROPRIETOR'PARTNER/EXECUTIVE OFFICEWMEMSER DCCLUDED7 II 'yes,desalts under SPECIAL PROVISIONS below OTHER EACH OCCURRENCE DAMAGE, TO RENTED R IWM,RIA (Ra nrnvanrr) MED EXP W'Y C"O POMOn) E PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS COMP/OPAGG s 24CC17229702 02/22/2007 02/22/2008 COMBINED SINGLE LIMB (Es $c Iden) 1,000,000 BODILY INJURY (Per person) BODILY INJURY (Per actIdont) PROPERTYDAMAGE (Peraccldent) AUTO ONLY: EAACCIDENT S 'OTHER THAN AUTO ONLY: EA'ACC AGG S EACH OCCURRENCE E ADDREGATE S RIEI.TOYIIM IA EC EACH ACCIDENT. 5 S E.L', DISEASE • EA EMPLOYE s E.L. DISEASE • POLICY LIMIT 4 DESCRIPTION Of OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT ! SPECIAL P oVIOIONS Insured vehicles: 1997 Ford F-350 pickup and 2001 Hau1Mark Utility 2 axle trailer. CERTIeLCA1'E HOLDER City of Yakima, its elrtployees, agents, officials, Huibregtse Louman&Assoc Inc 4 Steve Szeibert CANCELLATION 8110ULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATETMEREOF, THE ISSUING INSURER WILL MAIL 45 DAYS WRITTEN NOTICE TO THF CERTIFICATE HOLDER NAMED To THE LEEP, ACORD 25 (2001108) ®ACORD CORPORATION 1988 ZOO/ZOOE NHO(' 1S - 33NVHOSNI VIV 000V 8199 60S XV3 9b:ll LOOZ/9Z/Z0 CONTRACT BOND BOND TO CITY OF YAKIMA KNOW ALL PERSONS BY THESE PRESENTS: That we, the undersigned, , as principal, and , a corporation organized and existing under the laws of the State of , 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 $ for 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 , Washington, this day of , 2007. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to action of the City of Yakima, on , 2007, the Mayor of said City of Yakima has let or is about to let to the said , the above bounden Principal, a certain Contract, the said Contract being numbered City Contract No. IR2131, and providing for the construction of the MACLAREN RESERVOIR REHABILITATION 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 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. (SEAL) Attest: Name: (Please Print or Type) Approved as to Form: SURETY: By: Name: (Please Print or Type) Company: Address: CONTRACTOR: By: Name: City Attorney (Please Print or Type) G:\PROJECTS\2006\06105\06105 SPECS.doc 4-4 1 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 a.m. to 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 reimburse- ment provisions of SECTION 1-08.0(3) REIMBURSEMENT FOR OVERTIME WORK OF CONTRACTING AGENCY EMPLOYEES (APWA ONLY) as modified by the Special Provisions. 1 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. 1 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 Contractor Signature Date 1 1 1 1 1 1 1 G:\PROJECTS\2006\06105\06105 SPECS.doc 4-5 SECTION 5 - LABOR STANDARDS AND G:\PROJECTS\2006106105\06105 SPECS.doc WAGE RATE CONDITIONS 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 Con- tractor," 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\2006\06105\06105 SPECS.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 ASSISTANT MATE (DECKHAND) BOATMEN ENGINEER WELDER LEVERMAN, HYDRAULIC MAINTENANCE MATES OILER DRYWALL TAPERS JOURNEY LEVEL ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL Page 1 $42.02 1T 5D $41.51 1T 5D $42.02 1T 5D $42.07 1T 5D $43.64 1T 5D $41.51 1T 5D $42.02 1T 5D $41.64 1T 5D $28.64 1P 5A $20.99 1 8L 8L 8L 8L 8L 8L 8L 8L YAKIMA COUNTY Effective 08-31-06 ***************************************************************************************************************** Classification ELECTRICIANS - INSIDE JOURNEY LEVEL ELECTRICIANS - MOTOR SHOP CRAFTSMAN JOURNEY LEVEL ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER GROUNDPERSON HEAD GROUNDPERSON HEAVY LINE EQUIPMENT OPERATOR JACKHAMMER OPERATOR JOURNEY LEVEL LINEPERSON LINE EQUIPMENT OPERATOR POLE SPRAYER POWDERPERSON ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL ELEVATOR CONSTRUCTORS MECHANIC MECHANIC IN CHARGE FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN LABORER FENCE ERECTORS FENCE ERECTOR FLAGGERS JOURNEY LEVEL GLAZIERS JOURNEY LEVEL HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC HEATING EQUIPMENT MECHANICS MECHANIC HOD CARRIERS & MASON TENDERS JOURNEY LEVEL INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR GROUT TRUCK OPERATOR HEAD OPERATOR TECHNICIAN TV TRUCK OPERATOR INSULATION APPLICATORS JOURNEY LEVEL IRONWORKERS JOURNEY LEVEL Page 2 (See Benefit Code Key) Over PREVAILING Time Holiday Note WAGE Code Code Code $43.89 1E 5A $15.37 2A 6C $14.69 2A 6C $52.38 4A 5A $47.88 4A 5A $34.87 4A 5A $36.75 4A 5A $47.88 4A 5A $36.75 4A 5A $47.88 4A 5A $40.87 4A 5A $47.88 4A 5A $36.75 4A 5A $23.40 $55.22 4A 6Q $60.60 4A 6Q $8.65 1 $7.63 1 $21.64 1 $26.09 1N 5D $21.51 1B 61 $23.18 1 $13.91 1 $28.29 1N 5D $15.65 1 $9.07 1 $9.73 1 $11.48 1 $12.78 1 $7.63 1 $10.53 1 $32.91 1 $43.45 10 5A 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 1T 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 1T 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 WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $43.96 WITH ATTACHMENTS) CRANES, A -FRAME, 10 TON AND UNDER $39.57 1T 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 1T 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 1T 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 DERRICK, BUILDING $42.84 1T 5D 8L 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 1T 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $41.93 1T 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 1T 5D 8L GRADECHECKER AND STAKEMAN $39.57 1T 5D 8L GUARDRAIL PUNCH $42.35 1T 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 BL 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 1T 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. 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $42.84 1T 5D 8L EQUIP RIGGER AND BELLMAN 1T 5D 8L 1T 5D 8L Page 4 $39.57 1T 5D 8L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 YAKIMA COUNTY Effective 08-31-06 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ROLLAGON $42.84 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $39.57 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $41.93 1T 5D 8L ROTO -MILL, ROTO -GRINDER $42.35 1T 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 50 8L TRACTORS, (75 HP & UNDER) $41.93 1T 5D 8L TRACTORS, (OVER 75 HP) $42.35 1 T 50 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 & (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 RESIDENTIAL CARPENTERS JOURNEY LEVEL RESIDENTIAL CEMENT MASONS JOURNEY LEVEL RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL RESIDENTIAL ELECTRICIANS JOURNEY LEVEL RESIDENTIAL GLAZIERS JOURNEY LEVEL RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL RESIDENTIAL LABORERS JOURNEY LEVEL Page 5 $29.00 1 $14.58 1 $11.86 1 $19.08 1 $21.98 1 $21.51 1B 61 $10.00 1 $8.00 1 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 $14.65 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 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. 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 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. 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. 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 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 AL-L-HOURS-WORKED--ON-SUNDA-YS-HOLIDAI'S AND-AF3 R -TWELVE -{1-'2)- HOURS;-MONDA-Y- 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- 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: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 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. 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 B-E 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. 2. K. M. O. P. BENEFIT CODE KEY - EFFECTIVE 08-31-06 -3- ALL HOURS WORKED ON HOLIDAYS.SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES 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 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 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 YEARS 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 YEARS 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 -DAT, 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). 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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). 1. 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\2006\06105\06105 SPECS.doc 6-1 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR MACLAREN RESERVOIR REHABILITATION PROJECT CITY OF YAKIMA PROJECT NO. IR2131 HLA PROJECT NUMBER 06105 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 6-9 1-04 SCOPE OF THE WORK 6-11 1-05 CONTROL OF WORK 6-13 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6-17 1-08 PROSECUTION AND PROGRESS 6-27 1-09 MEASUREMENT AND PAYMENT 6-33 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 6-38 7-12 VALVES FOR WATER MAINS 6-38 7-20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 6-38 8-26 CEMENT CONCRETE CRACK SEALING 6-40 8-27 GROUTING 6-43 8-54 ALUMINUM SLIDE GATES 6-44 8-56 MISCELLANEOUS METALS 6-47 APPENDIX PLANS G:\PROJECTS\2006\06105\06105 SPECS.doc 6-2 SPECIAL PROVISIONS FOR CITY OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT City of Yakima Project No. IR2131 HLA Project No. 06105 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) (******) (Regions date) (BSP date) General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. Region Special Provision 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 The project consists of the following work: Crack sealing and repair of approximately 250 linear feet of cracks in an existing cement concrete reservoir using polyurethane chemical grout injection; rehabilitation of a cement concrete inlet weir box; removal of an existing slide gate and installation of a new aluminum slide gate; removal of existing ladders and installation of a new aluminum access ladder; and removal of an existing reservoir outlet screen and installation of a new reservoir outlet screen assembly. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-3 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: Engineer: Working Drawings: 1-01.3 Definitions (October 1, 2005 APWA GSP) City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency", "Agency" and "Owner" are interchange- able. Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Working drawings are further defined as electrical diagrams, catalog 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. This Section is supplemented with the following: AH 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-4 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. 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 Agency to the 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-5 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. 1-02.2 Plans and Specifications (October 1, 2005 APWA GSP) Delete this section and replace it with the following: 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 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 G:\PROJECTS\2006\06105\06105 SPECS.doc 6-6 I 1 1 1 1 1 1 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. 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 if any D/W/MBE requirements are to be satisfied through such an agreement. 02064.GR1 Preparation Of Proposal (August 2, 2004) The fifth and sixth paragraphs of Section 1-02.6 are deleted. 1-02.6 PREPARATION OF PROPOSAL (******) Delete the second paragraph and replace with the following: rAny 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. i 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-7 If so stated in the Contract Provisions, 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: 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; 3. The bidder, in the opinion of the 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; G:\PROJECTS\2006\06105\06105 SPECS.doc 6-8 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 section to 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. 1-03 AWARD AND EXECUTION OF CONTRACT 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 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 G:\PROJECTS\2006\06105\06105 SPECS.doc 6-9 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: 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 within the 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, materialperson, or any other person who provides supplies or provisions for carrying out the work; G:\PROJECTS\2006\06105\06105 SPECS.doc 6-10 1 1 1 1 1 1 1 e 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 one year 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. 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-11 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. 1-04.4(1) MINOR CHANGES Replace with the following: Payments or credits for changes amounting to $2,500.00 or Tess 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 Changes" 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 VARIATION IN ESTIMATED 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: 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 G:\PROJECTS\2006\06105\06105 SPECS.doc 6-12 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 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 consti- tute 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(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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-13 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(1) ROADWAY AND UTILITY SURVEYS (******) This section is supplemented with the following: The extent of crack repair will be clearly indicated in the field by the Engineer prior to the start of construction. 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 Toss 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. 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-14 1-05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) (******) The following new section shall be added to the Standard Specifications: If, within one year 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 one-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. 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, will set the Substantial Completion Date. If, after this inspection the Engineer 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. Upon receipt of written notice concurring in or denying substantial completion, whichever is 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. 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-15 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(3) 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 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 (October 1, 2005 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 02.1, the Contracting Agency will take these performance reports into account. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-16 1-05.16 Water and Power (New Section) (October 1, 2005 APWA GSP) 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. 1-05.17 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 new section shall be added to the Standard Specifications: The Contractor shall be responsible for scheduling and paying for all material testing required by these Contract Documents. All testing services shall be performed by an independent, certified testing firm and/or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with the Specifications. 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\2006\06105\06105 SPECS.doc 6-17 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, and methods, and for any damage or injury resulting from 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 (October 1, 2005 APWA 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, etc., which are owned by a municipal corporation, or 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 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 G:\PROJECTS\2006106105\06105 SPECS.doc 6-18 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: 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 (February 5, 2001) Utilities and Similar Facilities Section 1-07.1 is supplemented with the following: G:\PROJECTS\2006\06105\06105 SPECS.doc 6-19 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. 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 organizations (public and private) in the field to familiarize himself with existing utility 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 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 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 G:\ PROJECTS \2006106105\06105 SPECS.doc 6-20 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. 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. Upon request, the Contractor shall forward to the Contracting Agency the original policy, or 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 so 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 G:\PROJECTS\2006\06105\06105 SPECS.doc 6-21 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: Per project aggregate endorsement (CG2503) Premises/Operations Liability Products/Completed Operations — for a period of one year 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 $1,000,000 $1,000,000 $1,000,000 $ 50,000 General Aggregate Products & Completed Operations Aggregate Personal & Advertising Injury Each Occurrence Fire Damage Stop Gap Employers Liability $1,000,000 Each Accident G:\PROJECTS\2006\06105\06105 SPECS.doc 6-22 $1,000,000 $1,000,000 Disease - Policy Limit 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 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-23 3. The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the Contracting Agency: "Failure 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, 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. 1-07.23 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 to ensure proper G:\PROJECTS\2006\06105\06105 SPECS.doc 6-24 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 and detour bridges that will accommodate traffic diverted from the roadway, 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 long 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 occu- pant/occupants of the property 24 hours prior to the construction activity begin- ning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. 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. • G:\PROJECTS\2006\06105\06105 SPECS.doc 6-25 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. 1-07.24 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. 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 available or that the right of entry has been received. If 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-26 1 1 1 1 1 1 1 1 Each property owner shall be given 48 hours notice prior to entry by the Contractor. 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 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 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 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; G:\PROJECTS\2006\06105\06105 SPECS.doc 6-27 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 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 no later than noon on the working day prior to the day for which the Contractor is requesting 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 revoked at any time the 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 G:\PROJECTS\2006\06105\06105 SPECS.doc 6-28 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 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 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-29 II-71 Washington State -I1 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 comply fully with the plans and specifications under which this work is being performed. Prime Contractor Signature Date Department of Transportation Use Only Percent of Total Contract This Request Previous Requests Sublet to Date % ❑ DBE ❑ MBE ❑ WBE Remarks: % Project Engineer ❑ Approved Date Approved - Region Construction Engineer (When Required) Date DOT Form 421-012 EF Revised 6/97 Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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. 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 G:\PROJECTS\2006\06105\06105 SPECS.doc 6-31 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 (******) 1-08.5 TIME FOR COMPLETION (CONTRACT TIME) Add the following: It is the intent of the Owner to award a contract and issue notice to proceed as soon as possible flowing bid opening. All work shall be completed no later than March 28, 2007, and twenty (20) working days after the date set forth in the NOTICE TO PROCEED shall be allowed for completion of all Contract work. 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 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: G:\PROJECTS\2006\06105\06105 SPECS.doc 6-32 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. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 1-08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 LIQUIDATED DAMGES 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 the Contract work is not completed within the times specified in SECTION 1-08.5, the Contractor agrees to pay to the Owner the sum of $1,000 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1-09 MEASUREMENT AND PAYMENT 1-09.3 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 Standard Specifications: 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-33 2. The lump sum price bid for "Removal of Miscellaneous Metals," shall be full compensation for all labor, materials, tools, and equipment necessary to remove and dispose of miscellaneous metal fixtures and patching cement concrete surfaces as specified herein, and as shown on the Plans. 3. The lump sum price bid for "Rehabilitate Inlet Weir Box," shall be full compensation for all labor, materials, tools, and equipment necessary for cleaning the existing inlet weir box structure, installation of new cement concrete fillets in the weir box corners, and repairing existing concrete surfaces as specified herein, and as shown on the Plans. 4. The lump sum price bid for "Furnish and Install New Aluminum Slide Gate," shall be full compensation for all labor, materials, tools, and equipment necessary for removal of the existing slide gate and installation of a new slide gate as defined in Section 8-54 Slide Gates and Sluice Gates, and as shown on the Plans. 5. The lump sum price bid for "Furnish and Install New Outlet Screen," shall be full compensation for all labor, materials, tools, and equipment necessary for removal and disposal of the existing screen and installation of a new outlet pipe tee and screen assembly as specified herein, and as shown on the Plans. 6. The unit price bid for "Furnish and Install New Access Ladder," per each, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install a new aluminum access ladder as defined in Section 8-56 Miscellaneous Metals and as shown on the Plans. 7. The unit price bid for "Cement Concrete Crack Sealing," per linear foot, shall be full compensation for all labor, materials, tools, and equipment for sealing all concrete cracks as specified herein, and as shown on the Plans. 8. "Minor Changes" per Section 1-04.4(1). 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: 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-34 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 the preconstruction meeting. 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 an admission by the Contracting 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. 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-35 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. 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: 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 Compliance 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. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-36 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 1-7 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. 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. 1-09.13(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, G:\PROJECTS\2006\06105\06105 SPECS.doc 6-37 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 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. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3(4) REMOVAL OF MISCELLANEOUS METALS (NEW SECTION) (******) The following new Section shall be added to the Standard Specifications: Where shown on the Plans or as directed by the Engineer, the Contractor shall be required to remove existing steel ladders and rungs on both the interior and exterior sides of the cement concrete reservoir walls. The Contractor shall also remove the existing weir box steel plate and anchor bolts. Following removal of all miscellaneous metals, all holes, cracks, and/or chipped concrete resulting from removal of miscellaneous metals shall be patched with grout in accordance with Section 8-27, to match the existing concrete surface. 2-02.5 PAYMENT (******) This section is supplemented with the following: Payment shall be made for "Removal of Miscellaneous Metals" per Section 1-09.3(1). 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 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 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. 7-12.5 PAYMENT (******) Payment for gate valves shall be paid under "Furnish and Install New Outlet Screen," per lump sum as described in Section 1-09.3(1). 7-20 HDPE PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 7-20.1 DESCRIPTION These specifications are for the installation of HDPE pipe at the existing outlet piping at the City's MacLaren Reservoir. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-38 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 17 for all pipe sizes. 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 be FRIATEC or approved equal, and 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 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 outlet pipe of obstructions or material which prevents proper insertion of the HDPE pipe. 7-20.3(2) INSTALLING HDPE PIPE G:\PROJECTS\2006\06105\06105 SPECS.doc 6-39 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 INSERTING HDPE PIPE 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. 7-20.3(2)C LEAK TESTING No field testing is required. 7-20.4 MEASUREMENT Measurement and payment of HDPE Pipe and Fittings shall be "Furnish and Install New Outlet Screen", per lump sum, as described in Section 1-09.3(1). 1 1 1 1 1 1 1 1 1 1 1 8-26 CEMENT CONCRETE CRACK SEALING (NEW SECTION) 1 8-26.1 DESCRIPTION These specifications are for furnishing all labor, materials, tools and equipment, and performing all operations necessary for filling of voids and repairing water leaking cracks in cement concrete walls by means of injection grouting. Drilling test and grout holes for injection of grout shall proceed as indicated in the sequence of work described in this section. Holes will be drilled as required and grout injected into the cracks. Grout will be injected under pressures that will not damage the existing structure. Following grout injection, the remaining holes from the injection ports will be filled with grout and the top of the concrete walls will be repaired where necessary as specified in Section 8-27 grouting. Where crack surfaces are greater than 1/8" wide the remaining opening will be cleaned and filled with a joint sealant as specified herein. 8-26.2 MATERIALS Chemical Grout for sealing of cement concrete cracks shall be a polyurethane grout and accelerator system marketed under the names of Hydro -Active® Flex LV or Hydro Active® Flex SLV with accelerator Hydro -Active® Flex Cat supplied by De Neef® Construction Chemicals, Inc. or approved equal. All G:\PROJECTS12006\06105\06105 SPECS.doc 6-40 1 1 1 1 1 1 materials shall be delivered to the site in undamaged, unopened containers bearing the manufacturer's original labels. Grouting shall be performed in accordance with the manufacturers' recommendations. Grouts shall be non-flammable and non-toxic. Chemical Grout — The grouting compound shall be a hydrophobic polymer of the isocyanate type, which is applied to a defective joint by use of a packer or injection port. When the grout is mixed with about 0.5% to 10% of accelerator, the mixture will react when it comes in contact with moisture and expand 10 to 15 times its original volume. The mixture will cure to a polyurethane foam. Minimum Physical Uncured: Solids Viscosity Color Density Flash Point Corrosiveness Influence of pH Cured: Density Tensile Strength Elongation Shrinkage Influence of pH Toxicity Properties of Chemical Grout: 100% 150-250 cps @ 77°F Pale Yellow 9.00-9.15 lbs/gal >130°F Non -corrosive No Influence between 2-11 8.76-9.20 lbs/gal 174 psi 250% Less than 4% No Influence between 2-11 Non-toxic ASTM D-2369 Method B ASTM D-2196 Method A ASTM D-3574 ASTM D-92 ASTM D-3574 ASTM D-3574 ASTM D-3574 ASTM D-1042 Accelerator — The accelerator shall be based on tertiary amines, and be able to control the reaction time from one (1) minute to thirty (30) minutes depending on the amount of accelerator and the temperature of the grout. Minimum Physical Properties of Accelerator: Flex Cat Appearance Viscosity Density Flash Point Influence of pH Transparent liquid 5-16 cps @ 77°F 8.50-8.60 lbs/gal >200°F No Influence when pH<7 8-26.2(1) MATERIALS STORAGE ASTM D-2196 ASTM D-3574 ASTM D-92 Immediately upon receipt at the work site, all chemical grouting materials shall be stored in a secured, dry, weather -tight structure provided by the contractor. All basic chemical grout shall be furnished in containers acceptable for use in the work. A sufficient quantity of basic chemical grout and other components shall be stored at or near the work site to insure that grouting will not be delayed by shortages. 8-26.2(2) MATERIALS MIXING AND HANDLING Mixing and handling of chemical grout and the accelerator shall be in accordance with the recommendations of the manufacturer and all applicable safety codes and shall be performed in such manner as to minimize hazard to personnel. It is the responsibility of the contractor to provide appropriate protective measures to insure that chemicals or foam produced by said chemicals are under control of the contractor at all times. Plastic or metal mixing tanks shall be used. Tanks of concrete or wood should not be used for mixing. 8-26.3 INSTALLATION REQUIREMENTS G:\PROJECTS\2006\06105\06105 SPECS.doc 6-41 Components for crack sealing shall be installed in accordance with the manufacturer's specifications and as indicated in the Contract Documents. Chemical grouting shall be performed by a contractor with a minimum of three (3) years experience installing specified materials and be authorized by the manufacturer. 8-26.3(1) PREPARATION OF CRACK SURFACE The surface around all cracks, that are indicated to be sealed, shall be thoroughly cleaned by means of pressure washing and/or mechanical scraping, to remove all dirt, existing crack repair materials, and loose, disintegrating, and porous concrete. The wall surface shall be cleaned a minimum of two (2) feet on either side of the crack, to ensure that no dirt or existing crack repair materials interact with the new sealant materials. 8-26.3(2) GROUT INJECTION Following cleaning of the surface, holes shall be drilled in the existing concrete structure at a 45° angle towards the crack, starting approximately 4" from the crack and intersecting the crack inside the wall. Injection ports with zerk fittings in 1/2" diameter shall be installed in the drilled holes spaced at no less than 10 inches and no more than 3 feet apart along the crack. Injection ports shall be 4 inches in length by 1/8" minimum inside diameter and shall be set in a manner that they can be easily connected to the grout supply line. The injection ports shall be staggered up the line of the crack to inject grout in a stitching manner. The Contractor shall use caution when drilling holes in existing concrete for injection ports. Any cracking, spalling, or chipping of concrete due to drilling of injection ports shall be immediately repaired with grout by the Contractor as specified in Section 8-27. The crack shall be flushed with water at no more than 300 psi pressure, using the installed injection ports, following the installation of all injection ports and prior to injection of the chemical grout. Chemical grouting of the crack or joint shall begin at the lowest elevation and proceed upward on vertical cracks. Injection of the chemical grout shall continue at the first injection port until grout is observed at the next injection port. Grout shall then be injected into the second port. This operation shall be repeated until the crack has been completely grouted. If grout is not observed at the next injection port, then an intermediate port shall be installed. During the chemical grouting process, the rate of the grout take shall be closely monitored. When serious grout leaks are observed at the surface, they shall be immediately plugged with rags or oakum dipped in chemical grout or by other approved methods. On completion of grouting, and after the grout has reached the gel point, the injection ports and other fittings shall be removed and any remaining holes shall be filled with grout as specified in Section 8-27. Any excess chemical grout material that is left on the surface shall be cleanly cut with a knife or similar tool. In locations where the face of the crack has been broken away and is greater than 1/8" wide, the crack surface shall be filled with a sealant, after excess chemical grout has been removed. Sealant shall be Sikaflex® advanced polyurethane sealant or approved equal. Sealant shall be installed per the manufacturer's instructions. Use Sikaflex® primer on crack surface prior to installation of sealant, if necessary. Provide sealant color to match existing concrete and tool sealant as required to achieve a smooth, level surface. Where required, the top of the concrete wall shall be grouted per Section 8-27 to match the existing top of wall prior to installation of sealant. 8-26.3(3) EQUIPMENT All chemical grout equipment shall be of a type, capacity, and mechanical condition suitable for doing the work. The chemical grout pump shall be of the continuous mixing type and shall be capable of supplying, proportioning, mixing, and pumping the grout in accordance with the recommendations of the grout manufacturer. The pump shall be compatible with the chemical to be handled and shall be maintained in first-class operating condition at all times. Hand operated or electric/airless pumps can be used. One to five gallons per minute delivery is normally satisfactory. Pumps must be flushed with washing agent for at least two minutes before and after the grouting operation. An injection gun with a zerk connector shall be used to fill the injection ports. A G:\PROJECTS\2006\06105\06105 SPECS.doc 6-42 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 pressure gage shall be installed at the gun head or injection port to ensure proper injection pressure at all times. 8-26.3(4) SAFETY PRECAUTIONS To prevent any over-exposure to the hazardous chemicals used for chemical grout the following precautions shall be observed in strict compliance: ■ Each employee who works with the products of the chemical grout must wear chemical goggles, face shields, NBR gloves (Edmont or equal), foul weather gear and boots. ■ A pressurized potable water garden type sprayer shall be provided at the work site by the Contractor. Use should be restricted only for first aid in the event the chemicals should contact an employee's eye. Additional water supply for wetting the crack surface and cleaning will have to be supplied separately. A portable eye wash unit must also be provided near the work site for immediate use in an emergency. The area(s) that chemical grout is being used shall be properly ventilated at all times. 8-26.4 MEASUREMENT Measurement for crack sealing shall be per linear foot for cracks selected and completely sealed as shown on the Plans and as specified herein. 8-26.5 PAYMENT Payment for "Cement Concrete Crack Sealing," per linear foot shall be as described in Section 1-09.3(1). 8-27 GROUTING (NEW SECTION) 8-27.1 DESCRIPTION These specifications are for furnishing all labor, materials, tools and equipment necessary for filling of voids in cement concrete walls and/or floors as called out in the Specifications and shown on the Plans. Grouting is intended to fill all voids, holes, and depressions in the concrete surface with a smooth watertight finish. 8-27.2 MATERIALS A. Grout shall be either the non -shrink type, or standard concrete grout class 4000G as specified below. B. Non -shrink grout shall be a cement -type grout meeting the requirements of ASTM C-1107 and Corps of Engineers CRD -C 621. Non -shrink grout shall be used where call for on the drawings and in the specifications, and where grout will be placed with a thickness Tess than 2 inches. Non - shrink grout shall be mixed in proportions to be "flowable," but not "pourable." Specimens molded, cured and tested in accordance with ASTM C 109 shall have a minimum compressive strength of 6,200 psi. Grout shall not exhibit visible bleeding. C. An epoxy bonding agent shall be applied to all surfaces that are to be grouted. Epoxy resin bonding compound shall be "Concressive LPL" as manufactured by DeGussa, "Sikadur" as manufactured by Sika Chemical, or equal. Application of all epoxy bonding compounds shall be in accordance with manufacturer's specifications or instructions. 8-27.3 INSTALLATION REQUIREMENTS G:\PROJECTS12006\06105\06105 SPECS.doc 6-43 A. All loose material shall be removed, and the substrate shall be clean. The substrate shall be thoroughly wetted to prevent wicking out of moisture from the grout. If the grout does not contain an adhesive admixture, one shall be applied prior to placing the grout. B. Final finish of all concrete surfaces from grouting shall be similar to Section 6-02.3(14)B, Class 2 Surface Finish, of the standard specifications. Voids, holes and depressions in the existing cement concrete walls and/or floors shall be filled with grout level with the adjacent surface. Grout that is applied to repair broken corners or edges of concrete shall be formed to match the existing surface. Grout repair thickness shall not exceed 2 inches. C. Grout shall be allowed to wet cure for not Tess than 7 days. Approved methods for wet curing of grout include ponding or continuous fog spray. Intermittent wetting of the surface is not permitted. When wet curing is used, it shall be continuous, and shall prevent the surface from ever drying out for the duration of the 7 day cure period. 8-27.4 MEASUREMENT No unit of measurement shall be applied to Grouting. 8-27.5 PAYMENT There will be no separate payment for Grouting. ANI costs associated with Grouting shall be included in the various bid items associated with the work. 8-54 ALUMINUM SLIDE GATES The following new section shall be added to the Standard Specifications: 8-54.1 DESCRIPTION Work consists of furnishing all labor, materials, tools, and equipment necessary to install aluminum slide gates at locations shown on the plans and as specified herein. 8-54.1(1) EQUIPMENT SCHEDULE A. Furnish and install the following gates in the inlet structure. All gates shall be surface mounted, self-contained, with a yoke mounted handwheel operator. Designation Gate Type Size Maximum Opening G1 42" Slide Gate 42" x 24" 24" 8-54.1(2) SUBMITTALS A. Product Data: Provide data on gate construction, materials, sizes, and operators. B. List of Installations: Provide list of 5 similar installations with 5 years of operating experience. C. Manufacturer's Installation Instructions: Indicate special procedures required to install the products specified. D. Shop Drawings: Indicate gate locations, frame sizes, operating range and construction details. 8-54.1(3) MANUFACTURERS A. Slide gates shall be from one manufacturer with similar sizes identical and parts interchangeable. Gates shall be manufactured by Golden Harvest, Inc., Golden Gates TM (1-800-338-6238), or equal. All metal used in construction of the gate shall be a combination of aluminum and type 304 or type 316 stainless steel. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-44 B. Manufacturer shall have experience in providing similar type equipment and shall show evidence with his submittal of at least five (5) installations where equipment of the same material, same design, and same application of the type specified herein have been in satisfactory operation during the last five (5) years. The list of installations shall include the name and telephone number of the plant superintendent at each of the five (5) qualifying installations. 8-54.2 MATERIALS 8-54.2(1) GENERAL A. All necessary fasteners and anchor bolts shall be stainless steel and shall be furnished by the gate manufacturer. B. STEMS: The operating stem shall be type 304 or 316 stainless steel of suitable length and ample strength for the intended service. The stem diameter shall be capable of withstanding twice the rated output of the operator at 40 pounds pull and shall be supported such that the lir ratio for the unsupported part of the stem does not exceed 200. The threaded portion of the stem shall have acme type cold rolled threads with a maximum surface roughness of 32 microinches. Machine -cut threads will not be permitted. The stem connection shall be either the clevis type, with structural members welded to the slide and a bolt to act as pivot pin, or a threaded and bolted (or keyed) thrust nut supported in a welded pocket. The pocket and yoke of the gate shall be capable of taking at least twice the rated thrust output of the operator at 40 pounds pull. C. OPERATORS: Manually operated lifting mechanisms shall be of the hand wheel type with or without gear reduction, or crank operated fully enclosed geared type as indicated on the Drawings and schedule. The hand wheel type shall be without gear reduction. The crank operated type shall have either a single or double gear reduction depending upon the lifting capacity required. Each type shall be furnished with a threaded bronze lift nut to engage the threaded portion of the stem. The lift nut shall be flanged and supported on roller bearings to take the thrust developed during opening and closing of the gate. Anti -friction thrust washers or bearing plates will not be permitted. Gears, where required, shall be provided with machine -cut teeth designed for smooth operation. The bearings and lift nut shall be mounted in a housing which in turn shall be supported by a pedestal or mounted on the yoke of the gate. Lubrication fittings shall be provided in the gear housing to permit lubrication of all gears and bearings. Mechanical seals shall be provided around lift nut and pinion shaft. An arrow shall be cast on the gear housing or the hand wheel to indicate the direction of rotation to open the gate. A maximum effort of 40 pounds shall be required to operate the gate after it is unseated. Operators shall be provided with a vented clear butyrate stem cover having a transparent mylar scale calibrated in feet and inches to show gate position. Adjustable bronze stop collars shall be provided to limit both upward and downward travel. The distance between the hand wheel and the operating floor shall be 36 -inch minimum. D. DUAL OPERATORS: Gates having a width equal to, or greater than, two times their height shall have dual stem operators. Assembly shall have enclosed geared operators interconnected so that they will act as a unit and so that operation of the gate may be accomplished from a single point by a crank lever or interconnecting electric operator. The connecting shaft shall be stainless steel and be provided with flexible couplings for alignment and adjusting purposes. E. GUIDES: Guides shall be of extruded or fabricated aluminum, incorporating a dual slot design. The primary slot will accept the plate of the slide (disc) and the secondary slot will be sufficiently wide to accept the reinforcing ribs of the disc. The guides shall be designed for maximum rigidity and shall have a weight of not less than four and one half (4-1'/2) pounds per foot. The guides shall have field replaceable high density polymer seats in dovetail slots on both sides of the disc. The invert of the frame shall be an angle welded to the bottom of the frame. A neoprene seal shall be attached to the angle and held in place with a bolted retainer bar. Where the guides extend above the operating floor, they shall be sufficiently strong so that no further reinforcing shall be required. The yoke, to support the operating benchstand, shall be formed by two "U" shaped aluminum extrusions welded at the top of the guides to provide a one-piece rigid frame. The yoke shall be designed to allow for slide removal without removing the yoke. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-45 F. SLIDE: The disc or sliding member shall be of aluminum plate, reinforced with "U" shaped aluminum extrusions welded to the plate not more than 16" apart. The disc shall not deflect more than 1/360 of the span of the gate. Under the design head, reinforcing ribs shall extend into the guides so that they overlap the seating surface of the guide. G. SEALS: J -bulb seals shall be provided along the sides and across the top of the gate. When seals are required completely around the opening, a flush bottom closure shall be used on the invert. Seals shall be mounted either on the frame or disc, such that the seals do not protrude into the specified opening of the gate. H. MATERIALS: Components Frames - Invert - Spigot Disc - Yoke Retainers Stems Fasteners and Bolts Invert Seal Seats 8-54.2(2) FINISH Material Aluminum Type 6061-T6 Aluminum Type 6061-T6 Stainless steel Type 304 or 316 ASTM A 276 Stainless steel Type 304 or 316 Neoprene ASTM D 2000 Ultra high molecular weight polyethylene ASTM D-4020 A. Mill finish on aluminum and stainless steel. Paint on lifts and brackets. B. Provide bitumastic paint on all surfaces adjacent to concrete. 8-54.3 CONSTRUCTION REQUIREMENTS 8-54.3(1) FACTORY TEST The completely assembled gate/weir and lift shall be separately shop -operated to ensure proper assembly and operation. Factory -adjust gate to tolerances required for proper operation. All gates/weirs and equipment shall be inspected and approved by a qualified shop inspector prior to shipment. 8-54.3(2) INSTALLATION A. Gates and weirs shall be stored and installed in accordance with manufacturer's instructions. B. Coordinate installation of embedded items with placement of cast -in-place concrete. Verify location, dimensions, and placement prior to placing concrete. C. Gates and weirs shall be installed in true alignment and shall operate smoothly after installation. Warped or misaligned equipment will not be accepted. D. Provide stem guides as recommended by manufacturer. E. F. Handwheel and geared operators shall be installed so the center of the handwheel or operator is located 36 inches above the operating floor, or as otherwise shown on the Plans. Verify final dimensions prior to ordering or manufacture. AWWA operating nuts shall be mounted on the top wall mounting bracket. Provide one (1) operating wrench for each nut. G. Verify grating openings. Band all grating openings. 8-54.3(3) FIELD QUALITY CONTROL A. After installation, the completely assembled gate/weir, stem, guides, and lift shall be operated through one full cycle to demonstrate satisfactory operation. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-46 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B. Make adjustments as necessary until gate operates properly. 8-54.3(4) OPERATION AND MAINTENANCE MANUALS A. Provide six (6) operation and maintenance manuals. Manuals shall include equipment descriptions, operating instructions, drawings, troubleshooting techniques, and a recommended maintenance schedule. 8-56 MISCELLANEOUS METALS (NEW SECTION) The following new section shall be added to the Standard Specifications: 8-56.1 DESCRIPTION Work consists of furnishing all labor, materials and equipment for the fabrication and erection of all metal fabrications shown on the drawings and as specified including metal work associated with electrical and instrumentation installations. Work includes: Embedded and non -embedded metal work including structural steel and aluminum shapes, clip angles, sheet steel, rungs, tubing, rods, guides, inserts, brackets, anchor bolts, bracing and supports. 8-56.1(1) SUBMITTALS A. Submit manufacturer's descriptive literature and installation instructions for fasteners, grouts, galvanizing repair paint. B. Submit shop drawings of metal fabrications in accordance with Division 1. 1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners and accessories. 2. Include erection drawings, elevations and details where applicable. 3. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. Include data for welding materials and methods to be used. 8-56.1(2) DELIVERY, STORAGE AND HANDLING A. Do not deliver any steel items other than stainless steel and those to be encased in concrete, which have not received either a galvanized or painted or anodized surface treatment. B. Store job site metals on blocks above snow or mud and soil. After erection, remove any weld spatter, oil and grease. Cover items with cover that allows air movement but keeps out moisture. 8-56.1(3) REFERENCE STANDARDS A. American Iron and Steel Institute (AISI) B. American Society for Testing and Materials (ASTM) 1. A 36 - Structural Steel 2. A 53 - Pipe, steel, black and hot -dip, zinc -coated, welded and seamless. 3. A 123 - Standard Specification for Zinc (Hot Dip Galvanized) coatings on Iron and Steel Products. 4. A 153 - Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware. 5. A 167 - Stainless and heat -resisting chromium -nickel steel plate, sheet and strip. 6. A 386 - Zinc coating (hot dip) on assembled steel products. 7. A 307 - Carbon steel externally threaded standard fasteners. 8. A 366 - Steel, carbon, cold -rolled sheet commercial quality. 9. A 500 - Hot formed welded and seamless carbon steel structural tubing. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-47 10. A 526 - Steel sheet, zinc -coated (galvanized) by the hot -dip process, commercial quality. 11. A 780 - Standard Practice for Repair of Damaged Hot Dip Galvanized Coatings. 12. B 308 - Aluminum alloy standard structural shapes, rolled or extruded. 13. F 468 - Nonferrous bolts, hex cap screws, and studs for general use. C. American Welding Society (AWS) D. National Association of Architectural Metal Manufacturers (NAAMM). 8-56.2 MATERIALS 8-56.2(1) FABRICATION, GENERAL A. Verify dimensions on site prior to shop fabrication. B. Fabricate items with joints neatly fitted and properly secured. C. Fit and shop assemble in largest practical sections, for delivery to site. D. Exposed mechanical fastenings shall be flush countersunk screws or bolts, unobtrusively located consistent with design of structure, except where specifically noted otherwise. E. Make exposed joints flush butt type hair line joints where mechanically fastened. F. Supply components required for proper anchorage of metal fabrications. Fabricate anchorage and related components of same material and finish as metal fabrication, unless otherwise specified or scheduled herein. G. Thoroughly clean surfaces of rust, scale, grease and foreign matter prior to prime painting, galvanizing, anodizing or buffing. H. Do not shop prime surfaces to be embedded in concrete. Primer is part of paint system specified in Section 09900. Galvanized surfaces to be painted may be shop primed at Contractor's option. 8-56.2(2) CORROSION PROTECTION All ferrous metals except stainless steel that are not entirely embedded in concrete shall be hot -dip galvanized after fabrication. All other structural steel and miscellaneous steel items not specifically described elsewhere shall be hot -dip galvanized. 8-56.2(3) METALS A. Steel and iron 1. Carbon steel shapes, plates and bars: ASTM A 36. 2. Steel pipe and tubing: a. Round: ASTM A 53, Schedule 40 unless indicated otherwise. b. Square or rectangular: ASTM A 500, welded and seamless. 3. Steel sheet: ASTM A 366 if not galvanized, ASTM A 526 if galvanized. 4. Finish: All ferrous material not encased in concrete shall be hot -dip galvanized or stainless steel. B. Aluminum 1. Aluminum: ASTM B 308, Type 6061 T6 unless a different type is called for in an individual part of this specification. 2. Finish: AA -C22 -A41, Class I unless indicated otherwise. C. Stainless steel: ASTM A 167 Stainless and Heat Resisting Chromium -Nickel Steel Plate, Sheet, and Strip. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-48 1. Bolts: ASTM F593-95 Alloy AISI Type 304 2. Nuts: ASTM F594-91 Alloy AISI Type 304 8-56.2(4) FASTENERS A. General 1. Wet exposure: All fasteners which are in contact with water or sewage, or are above open channels or tanks containing water or sewage, are considered a wet exposure and shall be stainless steel. 2. Unless otherwise specified on the drawings, expansion bolts or drilled -in adhesive anchors may be substituted for cast -in anchor bolts in concrete or masonry base materials. 3. Drilled -in adhesive anchors are to use parallel tubes of resin and hardener, dispensed through a mixing tube which ensures proper mixing and eliminates any possibility of measuring errors. The mixed adhesive is to be injected directly into the hole drilled in the base material. Drill sizes and techniques are to be per manufacturer's recommendations. No polyester or vinyl ester -based resins are to be used. B. Metal to metal 1. Steel to steel: Unless noted otherwise, use ASTM A 325, Grade A, hex head, hot -dip galvanized. All bolts 3/8" diameter or larger are to be either hot -dip galvanized or stainless steel. Bolts smaller than 3/8" diameter may be zinc plated bolts. 2. Aluminum to aluminum: ASTM F 468. C. Metal to concrete 1. Anchor bolts: ASTM A 307, Grade A, hex head, hot -dip galvanized. All embedded anchor bolts are to be standard bolts with hex head. Do not use "J" bolts. 2. Anchor bolts, for submerged or intermittently submerged applications: Stainless steel; ANSI B 1.1 threads. 3. Expansion bolts: Meet Federal Specification FS FF -S-325, Group II, Type 4, Class 1. Material is to be hot dip galvanized steel, or stainless steel as noted under "General", above. Manufacturer: Hilti, Qwik Bolt II, or equal. Equality to be determined based on allowable loads in the ICBG report for the proposed substitute. D. Metal to wood: 1. Bolts: ASTM A 307, Grade A, hex head, hot -dip galvanized, except stainless steel where noted on drawings. 2. Lag screws: FS FF -B-561, hot -dip galvanized coated for steel, stainless steel for all other. E. Metal to hollow construction: Toggle bolts, FS FF -B-588, (hot -dip galvanized). F. Powder -actuated fasteners: To be used where called for on the drawings. Galvanized for steel; stainless steel for all other. G. Washers: Provide washers of the same material and finish as the bolt or lag bolt in the following locations: 1. Under all nuts. 2. Under bolt heads except in steel -to -steel connections. H. Lock washers: Provide spring steel helical lock washers, of the same finish as the bolt, under nuts and bolt heads of connections subject to vibration. 8-56.2(5) WELDING A. Perform welding in accordance with pertinent recommendations of the American Welding Society. Use electrodes and methods recommended by manufacturer of material being welded, or as G:\PROJECTS\2006\06105\06105 SPECS.doc 6-49 shown on the drawings. Type, size and spacing of welds in accordance with reviewed shop drawings. Welding shall be done by operators who have been qualified by tests as prescribed in the AWS in "Standard Qualification Procedure" to perform the type of work required. The quality of welding shall conform to AWS "Code for Arc Welding in Building Construction," Section 4 Workmanship. B. Welds behind finished surfaces: Use methods to minimize distortion and discoloration of finished surface. C. Remove flux and slag from both sides of welds. D. Grind accessible welds smooth. E. Buff or polish welded surfaces which will be exposed to view in the finished work to match and blend with adjacent parent material. F. Complete welding before galvanizing, anodizing or painting. 8-56.2(6) FIXED ALUMINUM ACCESS LADDERS A. Aluminum ladders shall conform to USC and OSHA standards. See drawings for location and size of access ladders. B. See Section 2-02 Removal of Structures and Obstructions for removal of existing ladders. C. Submit shop drawings on all fixed ladders prior to fabrication. D. Install fixed access ladders in accordance with the manufacturer's recommendations. E. Aluminum Fixed Access Ladder with walk-thru hand rail shall be Precision Ladders, LLC, Model No. FLH120, O'Keeffe's, Inc., Model No. 502, or approved equal. F. Provide optional wall mount brackets at the bottom of the ladder in lieu of floor brackets. G. Ladder rungs shall be deeply serrated extruded aluminum for safety and shall be not Tess than 1- 1/2" wide. Rungs shall be designed to support a 300 pound load at any point. 8-56.3 CONSTRUCTION REQUIREMENTS 8-56.3(1) INSPECTION Installer must examine the areas and conditions under which miscellaneous metal items are to be installed and notify the Contractor in writing of conditions detrimental to the timely and proper completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in 'a manner satisfactory to the installer. 8-56.3(2) PREPARATION Furnish setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as concrete inserts, anchor bolts and miscellaneous items having integral anchors which are to be embedded in concrete or masonry. Coordinate delivery of such items to project site. 8-56.3(3) ERECTION A. Obtain Engineer's written permission prior to on-site cutting, welding, or making other adjustments which are not part of scheduled work. B. Install items square and level, accurately fitted and free from distortion or defects. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-50 C. Make provision for erection stresses by temporary bracing. Keep work in alignment. D. Replace items damaged in course of installation. E. Grouting - see SECTION 6-02 CONCRETE STRUCTURE. F. After installation, touch up scratched and damaged prime painted and galvanized surfaces. 1. Use same primer as used for shop priming of painted surfaces. 2. Use galvanizing repair paint for galvanized surfaces. 8-56.4 MEASUREMENT AND PAYMENT No separate measurement will be made for miscellaneous metal work. Payment for miscellaneous metal work shall be included in the lump sum price bid for the structure or element of work to which the metal work is attached. G:\PROJECTS\2006\06105\06105 SPECS.doc 6-51 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 VICINITY MAP NOT TO SCALE Huibregtse, Lowman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 * FAX (509) 965-3800 1 EXPIRES f,.w. 5, t 008 L 7 CITY OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT CITY PROJECT NO. IR2131 HLA PROJECT NO. 06105 JANUARY 2007 SHEET INDEX SHEET 1 COVER SHEET 2 MACLAREN RESERVOIR SITE PLAN SHEET 3 DETAILS JOB NUMBER: DATE: 06105 1-25-07 FILE NAMES: DRAWING: 06105.dwg CITY .OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT REVISION DATE DESIGNED BY: MTB ENTERED BY: JLB COVER SHEET 1 OF 3 N 23RD AVE Mc LEY AVE a ____-, _ RICHEY RD wce < GARFIE D AVE RIC Y 0 U a z Z x IK --___-....--o N 35TH AVE JEFF_RSON" N 30TH AVE N 3 CLEMAN N 29TH AVE N 28TH AVE N 27TH AVE N 26TH AVE iN 25TH AVE N 24TH AVE \` o r C00 ST, MAVIS a s N 36TH AVE > > a a M�Ivreor EFF"' o W® E a 0 KNOBS { N 34TH , N 33RD N 32ND N 31ST 0 ,.) oz N x BROWNS AVE w Y a . z N z N N z N z z SUMMITVIE/ AVE s ---`14,......,..... 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CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 * FAX (509) 965-3800 1 EXPIRES f,.w. 5, t 008 L 7 CITY OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT CITY PROJECT NO. IR2131 HLA PROJECT NO. 06105 JANUARY 2007 SHEET INDEX SHEET 1 COVER SHEET 2 MACLAREN RESERVOIR SITE PLAN SHEET 3 DETAILS JOB NUMBER: DATE: 06105 1-25-07 FILE NAMES: DRAWING: 06105.dwg CITY .OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT REVISION DATE DESIGNED BY: MTB ENTERED BY: JLB COVER SHEET 1 OF 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GENERAL NOTES 1. THE DIMESIONS AND LOCATIONS OF RESERVOIR FEATURES ARE APPROXIMATE ONLY. NO TOPOGRAPHIC SURVEY WAS PERFORMED. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND TOPOGRAPHIC FEATURES, PRIOR TO BEGINNING WORK. 2. THE CITY OF YAKIMA WILL REMOVE EXCESSIVE SILT FROM THE FLOOR OF THE RESERVOIR. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING AND PREPING THE WALLS AND/OR FLOOR AS REQUIRED FOR INSTALLATION OF THE CRACK SEALING GROUT. 3. WATER USED FOR CLEANING AND PREPING THE RESERVOIR SURFACE MAY BE DISPOSED OF THROUGH THE RESERVOIR OUTLET PIPE. COORDINATE OPENING THE RESERVOIR OUTLET PIPE VALVE WITH THE CITY, TO DRAIN WATER FROM THE RESERVOIR. 4. THERE IS APPROXIMATELY 250 LINEAR FEET OF CRACKS THAT NEED TO BE SEALED. THE CONTRACTOR SHALL CLEAN THE SURFACE AROUND ALL CRACKS AND FIELD VERIFY ALL QUANTITIES PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. NOTES N1 PROTECT EXISTING PROPERTY FENCING AT ALL TIMES DURING CONSTRUCTION. N2 15 -FOOT ACCESS GATE. N3 4 -FOOT MAN GATE. N4 COORDINATE REMOVAL AND REPLACEMENT OF EXISTING CHAIN-LINK PANELS FOR ACCESS TO RESERVOIR SITE WITH THE CITY OF YAKIMA. IT IS THE CONTRACTORS RESPONSIBLILITY TO SECURE THE RESERVOIR AREA AT THE END OF EACH WORKING DAY AND DURING CONSTRUCTION. NS REMOVE AND DISPOSE OF EXISTING SCREEN RACK. INSTALL NEW OUTLET PIPING AND SCREEN, SEE DETAILS ON SHEET 3. N6 INSTALL NEW INLET FILLETS IN CORNERS OF EXISTING MACLAREN RESERVOIR WEIR BOX. SEE DETAILS THIS SHEET. N7 REMOVE EXISTING CRACK SEALANT AND GROUT AND REPAIR CONCRETE SPALLING AND CRACKING ON TOP AND OUTSIDE OF EXISTING WEIR BOX CORNERS WITH GROUT AS SPECIFIED. N8 REMOVE APPROX. (5) EXISTING LADDER STEPS AND FILL ALL HOLES WITH GROUT AS SPECIFIED. N9 REMOVE EXISTING LADDER AND APPURTENANCES. FILL ALL HOLES WITH GROUT AS SPECIFIED. INSTALL NEW ALUMINUM ACCESS LADDER, SEE LADDER DETAILS ON SHEET 3. THOROUGHLY CLEAN WALLS AND FLOORS OF EXISTING WEIR BOX PRIOR TO INSTALLATION OF NEW FILLETS. NEW 16" CEMENT CONCRETE FILLET. WET EXISTING CONCRETE SURFACE AND COAT WITH BONDING AGENT PRIOR TO POURING CONCRETE. 7'- 0" WEIR BOX PLAN 0 1 2 4 VIM x x x x x x x x --x x -x x -x- --� W N S 0 5 10 E 20 MINN #3 BENT BARS AT 6" 0.C. MAX. SPACING IN EACH CORNER. EPDXY BARS INTO EXIST. CONCRETE, MIN. 3" EMBED. CONTINUOUS BEAD OF SWELL SEAL AT EACH SIDE OF NEW CEMENT CONCRETE FILLET. LINE OF EXISTING CONCRETE WALL AT THE FLOOR OF THE RESERVOIR. REMOVE AND REPLACE EXISTING WEIR GATE. SEE SPECIFICATIONS AND DETAIL A/3. EXISTING WEIR BOX DRAIN PIPE TO REMAIN. PROTECT OPENING DURING CONSTRUCTION. REMOVE EXISTING WEIR PLATE AND ANCHOR BOLTS. PATCH ALL SURFACES WITH GROUT. THE CITY OF YAKIMA SHALL MOVE THE EXISTING ECOLOGY BLOCKS IF NECESSARY, FOR REMOVAL OF STEPS. 8" MATZDORFF 181326-12020) 1,-0" WEIR BOX SECTION 0 1 2 4 MEM MACLAREN STREET S. 21ST AVENUE Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 * FAX (509) 965-3800 �7ONAL EN 1 EXPIRES ➢.w 5. 200, 1 1 JOB NUMBER: 06105 DATE: 1-25-07 FILE NAMES: DRAWING: 06105.dwg CITY OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT REVISION DATE DESIGNED BY: ENTERED BY: MTB JLB MACLAREN RESERVOIR SITE PLAN SHEET 2 OF 3 t2'-7" _ _ � 410 ea b 17 — CID4111) WEIR BOX PLAN 0 1 2 4 VIM x x x x x x x x --x x -x x -x- --� W N S 0 5 10 E 20 MINN #3 BENT BARS AT 6" 0.C. MAX. SPACING IN EACH CORNER. EPDXY BARS INTO EXIST. CONCRETE, MIN. 3" EMBED. CONTINUOUS BEAD OF SWELL SEAL AT EACH SIDE OF NEW CEMENT CONCRETE FILLET. LINE OF EXISTING CONCRETE WALL AT THE FLOOR OF THE RESERVOIR. REMOVE AND REPLACE EXISTING WEIR GATE. SEE SPECIFICATIONS AND DETAIL A/3. EXISTING WEIR BOX DRAIN PIPE TO REMAIN. PROTECT OPENING DURING CONSTRUCTION. REMOVE EXISTING WEIR PLATE AND ANCHOR BOLTS. PATCH ALL SURFACES WITH GROUT. THE CITY OF YAKIMA SHALL MOVE THE EXISTING ECOLOGY BLOCKS IF NECESSARY, FOR REMOVAL OF STEPS. 8" MATZDORFF 181326-12020) 1,-0" WEIR BOX SECTION 0 1 2 4 MEM MACLAREN STREET S. 21ST AVENUE Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 * FAX (509) 965-3800 �7ONAL EN 1 EXPIRES ➢.w 5. 200, 1 1 JOB NUMBER: 06105 DATE: 1-25-07 FILE NAMES: DRAWING: 06105.dwg CITY OF YAKIMA MACLAREN RESERVOIR REHABILITATION PROJECT REVISION DATE DESIGNED BY: ENTERED BY: MTB JLB MACLAREN RESERVOIR SITE PLAN SHEET 2 OF 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • NOTES 3'-6" Nt REMOVE EXISTING SLIDE GATE AND FRAME FROM CEMENT CONCRETE WALL. SLIDE GATE 0 CUT OFF EXISTING ANCHOR BOLTS AND REMOVE EXISTING 1 STEEL THIMBLE EMBEDDED IN CONCRETE WALL. REPAIR ' SLIDE GATE OPENING WITH GROUT. VERIFY OPENING SIZE AND CONCRETE BEARING WIDTHS PRIOR TO ORDER AND lal w INSTALLATION OF NEW SLIDE GATE. ® 0 OUTLINE OF CLEAR OPENING ON INTERIOR SIDE OF EXISTING SLIDE GATE. 0 INSTALL NEW ALUMINUM SLIDE GATE OVER EXISTING CONCRETE WALL OPENING PER MANUFACTURER'S RECOMMENDATIONS. 0 ¢ 0 Z of p Q _ ¢ Nr coQ ~ ¢ 0 Z P cn w 4 NS ALL DIMENSIONS, LAYOUT, AND INSTALLATION SHALL BE VERIFIED BY THE CONTRACTOR AND MANUFACTURER PRIOR ., TO ORDERING NEW SLIDE GATE. -I oU 1IF1'1r =.I co I SLIDE GATE SCHEDULE 3'-0" DESCRIPTION SIZE C.O. 0 ALUMINUM SLIDE GATE. SELF CONTAINED WALL MOUNTED FRAME WITH J- BULB SEALS, UHMW POLYETHYLENE SEATS, SS STEM WITH COLD ROLLED THREADS, YOKE MOUNTED HANDWHEEL OPERATOR. 42" X 24" FRONT OFINLET SLIDE GATEI1I 0 1 2 4 MIIIMIIIIN IMM 2'-0" 2'-0"_ NOTES 016" N1 EXISTING CEMENT CONCRETE RESERVOIR STRUCTURE o �El_� o NOTES MIN. C ��- N1 EXISTING CONCRETE WALL. 0 N2 6" MIN. TO 18" MAX. TO BOTTOM RUNG 10 . N2 REMOVE ALL SILT AND DEBRIS FROM INSIDE EXISTING RESERVOIR SUMP PRIOR ° ° TO INSTALLATION OF NEW OUTLET PIPING. O k ° ( ° OF LADDER. 0 ALL RUNGS TO BE 12" 0.C. SPACING. 1 M c ° rn 0 INSERT NEW 16" HDPE PIPE INTO EXISTING 16" CAST IRON OUTLET PIPE. o o MINIMUM INSERTION SHALL BE 1'-0". CLEAN INSIDE OF EXISTING PIPE PRIOR TO SLIPLINING. ALL HDPE PIPE AND FITTINGS TO BE SDR 17, SEE SPECIFICATIONS. •o 0 FUSE NEW 16" HDPE WALL ANCHOR TO PIPE AND CUT OFF BOTTOM OF FLANGE 3" 0 RUNGS: 1-Y2" MIN. WIDTH. 0 _.L AS REQUIRED TO INSTALL FLANGE FLUSH. WITH EXISTING CONCRETE WALL. INSTALL A MINIMUM OF (4) STAINLESS STEEL EXPANSION BOLTS INTO EXISTING SECTION PLAN NS TOP OF OR WALKING PLATFORM SURFACE - 8- �- -� IS TO BE LEVEL WITH TOP RUNG LADDER. CONCRETE WALL. NS FUSE FABRICATED 16" HDPE FLANGED TEE TO NEW 16" HDPE PIPE. PROVIDE SCREEN DETAIL 0 7" MINIMUM TOE CLEARANCE FROMEPDXY CENTERLINE OF RUNG TO OBSTRUCTION. ®® " COATED DUCTILE IRON BACKUP RING IN VERTICAL BRANCH OF TEE. 0 FUSE A 16" HDPE CAP TO END OF 16" TEE WITH A 6" STAINLESS STEEL FLANGED COUPLING FUSED TO THE 16" CAP. PROVIDE 6" GATE VALVE WITH 2" OPERATING NUT ON THE END OF THE COUPLING. NUT TO BE 2'-0" OFF FLOOR. INSTALL CONCRETE VALVE BASE SUPPORT AS REQUIRED. 0 STAINLESS STEEL OUTLET SCREEN FABRICATED WITH 3 MESH WIRE CLOTH, MINIMUM 66% OPEN AREA. ATTACH SCREEN TO HDPE TEE WITH EPDXY COATED 0 FLANGE. SEE SCREEN DETAIL, THIS SHEET. 0 PROVIDE STAILESS STEEL OR EPDXY COATED SUPPORT FRAME AS REQUIRED. ATTACH SS WIRE MESH TO FRAME AND REMOVE ALL SHARP EDGES. 1.-0"1'-Q" NO SCALE 0 • ' • 0 %" X 3" BENT PLATE WITH 3" LEG AT CONCRETE AT 5'-0" MAXIMUM SPACING. WELD TO LADDER SIDE RAIL. FASTEN TO CONCRETE WITH %" STAINLESS STEEL 9 9 ANCHORS. 0 0 LENGTH OF BRACKET LEG TO CONCRETE WALL VARIES. r a 0 WELD ALUMINUM WALK THROUGH BARS TO SIDE RAILS. • II ;.:;. = X .. 1M.r...::.. 0 MINIMUM Xj" THICK BOTTOM PLATE. MATCH BOLT PATTERNlo 1414. MIN. _� N3 < OF FLANGE. N6 0 iiiiiEla 1. E N2 S 0 r!!hI1111IuIIIIuiZmt a SCREEN SECTION O 1'-0"fes • SIDE VIEW FRONT VIEW FIXED ACCESS LADDER 0 1 2 4 2 OOUTLET •0 1 2 4 M�� - M Huibregtse, Louman Associates, Inc.- T. ,7 - JOB NUMBER: 06105 DATE: 1-25-07 CITY O F YAK MACLAREN RESERVOIR REHABILITATION PROJECT I MA SHEET 3 OF 3 ��0 ogI _ - E% "; . t -• CONAL E 01 ALE NAMES: DRAWING: 06105.dwg CIVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue *Yakima, WA 98902 - DESIGNED BY: MTB ENTERED BY: JLB DETAILS (509) 966-7000* FAX (509) 965-3800 . REVISION DATE (EXPIRES y...,. 0, 0008