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R-2007-033 Capitol Hill Irrigation System Phase 2 Improvements Agreement with Premier Excavation, Inc
CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS City Project No. 1R2257 HLA Project No. 09041 Construction Contract Specifications & Bid Documents 2301 Fruitvale Boulevard SEPTEMBER 2010 Phone (509) 575-6020 Yakima, WA 98902 Fax (509) 575-6238 "ORIGINAL - CITY OF YAKIMA" 1 ADDENDUM NO. 1 To the Contract Provisions for City of Yakima 1 CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS ' City Project No. IR 2257 HLA Project No. 09041 BID OPENING: September 22, 2010 2:00 P.M. ' To the attention of -all bidders for the above project: The following additions, revisions, and/or modifications are made to the Contract Documents, Plans, and Specifications for this project: SECTION 3 — BID PACKAGE ITEM 1 — UNIT PRICE BID PROPOSAL ' Replace pages 3-4 and 3-5 with the attached Addendum No. 1 Unit Price Bid Proposal. Modifications to the bid proposal from the original are shown in bold for reference only. SECTION 6 — TECHNICAL SPECIFICATIONS ITEM 2 — SECTION 1-09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION) ' Add the following: ' 27. The unit price bid for "Pneumatic Bore 4 -Inch HDPE Pipe," per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe using pneumatic boring', and abandon the existing pipe ' including, but not necessarily limited to, pipe, fittings, excavation, dewatering, laying and joining the pipe and fittings, fusing equipment, technical service, sawcutting, pipe connections, potholing, backfill and compaction, and testing as shown on the Plans and specified herein. ITEM 3 — PROPERTY ACCESS NOTIFICATION 1 Replace page 6-32 with the attached Addendum No 1 Property Access Notification and Vicinity Map. ITEM 4 — REQUEST TO SUBLET WORK Replace page 6-37 with the attached Addendum No. 1 Request to Sublet Work form. 1 G:\PROJECTS\2009\09041\PHASE 2\Addendum No. 1\Addendum No. 1.Doc . ADDENDUM NO. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM 5 — SECTION 7-20.3(2) INSTALLING HDPE PIPE Add the following new sub -section. 7-20.3(2)G PNEUMATIC BORING Some project areas may require pneumatic boring technology ("Mole" or "Missile") to install new HDPE irrigation pipe. Where pneumatic boring is required and approved by the Owner, the following shall apply. The pneumatic tool shall be designed and manufactured to force its way through a wide range of soil conditions and shall displace soil during advancement. The size of tool shall be as recommended by the tool manufacturer for size of pipe to be pulled and installed. Sufficient air hose shall be provided to achieve maximum boring lengths. Pneumatic boring depths shall be as recommended by the tool manufacturer for the size of pipe to be pulled, and shall not exceed minimum depths shown on the Plans .or specified herein. Ground heaving during boring operations will not be allowed. All damage as a result of ground heaving, including all required repair, shall be the responsibility of the Contractor. Bore pit locations shall be adjacent to irrigation main trenches. For pneumatic boring operations, only planned trench locations and new irrigation service locations may be used for verification of required depth and direction Additional excavations required by the Contractor for locating misguided equipment or retrieval of lost or damaged equipment shall be the responsibility of the Contractor. The Owner shall take no responsibility for lost or damaged equipment. All existing underground utilities shall be located by the Contractor prior to pneumatic boring operations. Installation of new piping shall be coordinated with existing utility locations, and clearance from existing utilities shall be as recommended by the tool manufacturer for the size of pipe to be pulled and installed. Damage to existing utilities and/or rail tracks shall be the responsibility of the Contractor. PLANS ITEM 6 — PLAN SHEET 17 OF 24 Replace construction note N5 with the following: STA 67+20 to STA 69+48±, open cut and install 198 L.F new 4" PVC Pipe Remove existing irrigation pipe. Replace construction note N8 with the following. STA 67+70± to STA 68+00±, pneumatic bore 30 L.F new 4" HDPE pipe in place of existing 3" steel irrigation main under rail tracks. The Contractor shall not encroach within 10 feet of rail centerline on each side of tracks. G:\PROJECTS\2009\09041\PHASE 2\Addendum No. 1\Addendum No. 1.Doc ADDENDUM NO. 1 ITEM 7 — PLAN SHEET 18 OF 24 Replace construction note N5 with the following. STA 75+50 to STA 84+20±, open cut and install 840 L F. new 4" PVC Pipe. Remove existing irrigation pipe. Replace construction note N6 with the following. STA 80+64± to STA 80+94±, pneumatic bore 30 L.F. new 4" HDPE pipe in place of existing 3" steel irrigation main under rail tracks The Contractor shall not encroach within 10 feet of rail centerline on each side of tracks. ITEM 8 — PLAN SHEET 20 OF 24 Replace construction note N5 with the following. STA 90+25 to STA 99+62±, open cut and install 907 L.F. new 4" PVC Pipe Remove existing irrigation pipe. Replace construction note N6 with the following. STA 95+31± to STA 95+61±, pneumatic bore 30 L.F. new 4" HDPE pipe in place of existing 3" steel irrigation main under rail tracks The Contractor shall not encroach within 10 feet of rail centerline on each side of tracks. ITEM 9 — PLAN SHEET 22 OF 24 Replace construction note N5 with the following: STA 116+00 to STA 126+97±, open cut and install 1,067 L.F. new 4" PVC Pipe. Remove existing irrigation pipe. Replace construction note N6 with the following: STA 122+43± to STA 122+73±, pneumatic bore 30 L.F. new 4" HDPE pipe in place of existing 3" steel irrigation main under rail tracks. The Contractor shall not encroach within 10 feet of rail centerline on each side of tracks. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening Michael T. Battle, P Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 Phone. (509) 966-7000 G:\PROJECTS\2009\09041\PHASE 2\Addendum No. 1\Addendum No. 1.Doc Date ‘//a ADDENDUM NO. 1 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 CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY PROJECT NO IR2257 HLA PROJECT NO 09041 ITEM NO. ITEM DESCRIPTION UNIT QUANT. UNIT PRICE AMOUNT DOLLARS -CTS DOLLARS -CTS 1 Mobilization LUMP SUM -- X ---• = 2 Project Temporary Traffic Control LUMP SUM --- X --- = 3 Clearing and Grubbing LUMP SUM --- X --- = 4 Pipe Cleaning and Inspection LF 960 X = 5 Abandon Irrigation Valve EA 18 X = 6 Roadway Excavation'Including Haul CY 1,350 X = 7 Access Pit EA 3 X = 8 Slipline 2 -Inch HDPE Pipe LF 960 X = 9 Shoring or Extra Excavation LUMP SUM --- X --- = 10 Trench 12 -Inch PVC Pipe LF 1,030 X = 11 Trench 8 -Inch PVC Pipe LF 1,240 X = 12 Trench 6 -Inch PVC Pipe LF 580 X = 13 Trench 4 -Inch PVC Pipe LF 6,280 X = 14 Trench 3 -Inch PVC Pipe LF 985 X = 15 Trench 2 -Inch PVC Pipe LF 85 X = 16 Pneumatic Bore 4 -Inch HDPE Pipe LF 120 X = 17 12 -Inch Gate Valve EA 2 X = 18 8 -Inch Gate Valve EA 2 X = 19 6 -Inch Gate Valve EA 3 X = 20 4 -Inch Gate Valve EA 15 X = 21 3 -Inch Gate Valve EA 3 X = 22 2 -Inch Gate Valve EA 11 X = 23 3/4 -Inch Service Connection for PVC EA 238 X = 24 1 -Inch Service Connection for PVC EA 11 X = 25 3/4 -Inch Service Connection for HDPE EA 9 X = 26 1 -Inch Service Connection for HDPE EA 2 X = 27 3/4 -Inch Service Lateral LF 2,650 X = G\PROJECTS\2009\09041 \PHASE 2\Addendum No. 1\Unit Price Bid Proposal.doc ADDENDUM NO. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ITEM NO. ITEM DESCRIPTION UNIT QUANT UNIT PRICE AMOUNT DOLLARS -CTS DOLLARS -CTS 28 1 -Inch Service Lateral LF 270 X = 29 3/4 -Inch Service Valve EA 247 X = 30 1 -Inch Service Valve EA 13 X = 31 Type 1 Valve Box EA 202 X = 32 Type 2 Valve Box EA 94 X = 33 Cold Mix Asphalt SY 5,800 X , = 34 Trench Repair, Type 1 SY 480 X = 35 Trench Repair, Type 2 SY 2,250 X = 36 HMA Cl. 3/8" PG 64-28 TON 1,500 X = 37 Gravel Surfacing Repair SY 2,400 X = 38 Sodded Lawn Repair SY 100 X = 39 Cement Concrete Curb and Gutter LF 570 X = 40 Concrete Slab, 4 -Inch Thick SY 35 X = 41 Concrete Slab, 6 -Inch Thick SY 430 X = 42 Crushed Surfacing Base Course TON 2,200 X = 43 Select Backfill, as Directed TON 2,100 X = 44 Minor Changes FA EST X --- = 15,000 BID SUBTOTAL STATE SALES TAX 8.2% BID TOTAL G:\PROJECTS\2009\09041\PHASE 2\Addendum No. 11Unit Price Bid Proposal.doc ADDENDUM NO. 1 Water i irrigation Division Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. Yakima. WA 98902 PROPERTY ACCESS NOTIFICATION As part of the Capitol Hill Phase 2 Irrigation System Improvements Project, the City of Yakima and our contractor will be affecting access in the immediate vicinity of your property from (dates) to The project is currently in the process of replacing the existing irrigation main and service connections in your area Replacement of the main and services will require excavation in the alley or street adjacent to your property. A map of the project area is shown on the back of this sheet: Although vehicle access and parking may be temporarily restricted near your property during the dates shown above, access by foot will be maintained. If you have any specific concerns regarding access to your property, please contact one of the project representatives listed below: Contact Information • City Project Manager - Mike Shane - 576-6480 or 728-3939 • City Irrigation Supervisor — Alvie Maxey — 575-6194 or 728-2320 • Huibregtse, Louman Associates, Inc. Project Inspector - - 966-7000 • Huibregtse, Louman Associates, Inc. Project Engineer — Mike Battle — 966-7000 Thank you for your patience during this project while we improve the irrigation service to your area! ADDENDUM NO. 1 \ 910 Irrigation Lines To Be Replaced 19®Dfl03E1MI EEIME©®D®®8 04 "105 40" 502 .01 \\\ A1° 412 —T1ET 502 -, 504 506 506 — 1130 lElE 602 603 I 604 605 606 607 608 609 b10 61 110 110 610 1/2 03 605 607 602 —61T- Iil 613 612 615 616 617 619 62C 621 622 607 608 608 Capitol Hill Ph. II Irrigation Replacement Project 623 622 622 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Washington State v� Department of Transportation Request to Sublet Work ❑ Subcontractor 0 Lower Tier Subcontractor 0 DBE 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 Unified Business Identifier (UBI) Federal Employer I.D Number * Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor, ID of Corresponding Subcontractor - t. * If no Federal Employer l.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 Status Verification % Project Engineer's Signature ❑ Approved Date Approved - Region Construction Engineer (When Required) Date DOT Form 421-012 EF Revised 11/2009 Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor ADDENDUM NO. 1 CITY OF YAKIMA, WASHINGTON CONTRACT DOCUMENTS FOR CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS OWNER: City of Yakima 2301 Fruitvale Blvd. Yakima, WA 98902 CITY OF YAKIMA PROJECT NO. IR2257 HLA PROJECT NO. 09041 ENGINEER: Huibregtse, Louman Associates, Inc. 801 North 39th Avenue Yakima, WA 98902 SEPTEMBER 2010 G:\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON CONTRACT DOCUMENTS FOR CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS City of Yakima Project No. IR2257 HLA Project No. 09041 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 BIDDERS CHECKLIST 3-2 BID PROPOSAL 3-3 UNIT PRICE BID PROPOSAL 3-4 BID PROPOSAL SIGNATURE PAGE 3-6 BID DEPOSIT 3-7 BID BOND 3-7 NON -COLLUSION AFFIDAVIT 3-8 NONDISCRIMINATION PROVISION 3-9 SUBCONTRACTOR LIST ................... .... .. . ...3-10 SURETY 3-12 BIDDERS DATA FORM 3-13 CITY OF YAKIMA WMBE POLICY 3-14 RESOLUTION NO D-4816 3-15 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN 3-16 BIDDERS CERTIFICATION 3-18 SUBCONTRACTORS CERTIFICATION 3-19 PROPOSAL 3-22 SECTION 4- CONTRACT AND RELATED MATERIALS 4-1 CONTRACT 4-2 CONTRACT BOND 4-4 SCHEDULE OF WORKING HOURS 4-6 SECTION 5- LABOR STANDARDS AND WAGE RATE CONDITIONS 5-1 PREVAILING WAGE RATES . 5-2 DLI (YAKIMA COUNTY) EFFECTIVE 8/30/10 BENEFIT CODE KEY EFFECTIVE 9/1/10 SUPPLEMENTAL TO WAGE RATES EFFECTIVE 9/1/10 SECTION 6- TECHNICAL SPECIFICATIONS 6-1 STANDARD SPECIFICATIONS 6-2 SPECIAL PROVISIONS TABLE OF CONTENTS 6-3 SPECIAL PROVISIONS 6-4 APPENDIX A AMENDMENTS TO THE 2010 WASHINGTON STATE DOT STANDARD SPECS G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx SECTION 1 - ADVERTISEMENT FOR BIDS -_ G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 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 CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, City of Yakima Project No IR2257, HLA Project No 09041, including the following approximate major quantities: Irrigation system improvements including cleaning and inspection of approximately 960 linear feet of existing pipes, sliplining approximately 960 linear feet of new 2" HDPE pipe, trenching approximately 10,320 linear feet of new 2", 3", 4", 6", 8" and 12" PVC pipe, and installing approximately 260 service connections Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and/or removal of existing pipe and valves, surface restoration including hot mix asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. All work to provide unrestricted irrigation water use to system users shall be completed no later than March 11, 2011 Bids will be received by the City Clerk at Yakima City Hall, 129 North Second Street, Yakima, Washington, 98901, until 2 00 p m on September 22, 2010, 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 $75 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 Specifications, 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. Deborah J. Kloster City Clerk Publish September 1, 2010 G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 1-2 SECTION 2 - INFORMATION FOR BIDDERS G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx INFORMATION FOR BIDDERS BIDS will be received by the City of Yakima, Washington (herein called the "OWNER"), at City Hall, 129 North Second Street, Yakima, Washington 98901, until 2.00 p m on September 22, 2010, and then at said office publicly opened and read aloud Each BID must be submitted in a sealed envelope, addressed to Yakima City Clerk at 129 North Second Street, Yakima, Washington 98901 Each sealed envelope containing a BID must be plainly marked on the outside as BID for CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS, and the envelope should bear on the outside the BIDDER'S name, address, and license number if applicable, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope con- taining the BID must be enclosed in another envelope addressed to the OWNER at Yakima City Hall, 129 North Second Street, Yakima, Washington 98901 All BIDS must be made on the required BID form All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted Only one copy of the BID form is required The OWNER may waive any informalities or minor defects or reject any and all BIDS Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID SCHEDULE by examination of the site and a review of the Drawings and Specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR nor relieve the CONTRACTOR from fulfilling any of the conditions of the Contract. Each BID must be accompanied by a BID BOND payable to the OWNER for five percent of the total amount of the BID As soon as the BID prices have been compared, the OWNER will return the BONDS of all except the three lowest responsive BIDDERS When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID BOND of the successful BIDDER will be retained until the CONTRACT BOND has been executed and approved, after which it will be returned A certified check may be used in lieu of a BID BOND A CONTRACT BOND in the amount of 100 percent of the CONTRACT PRICE, with a corporate Surety approved by the OWNER, will be required for the faithful performance of the Contract. Attorneys -in -fact who sign BID BONDS or CONTRACT BONDS must file with each BOND a certified and effective dated copy of their Power of Attorney 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.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 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•\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 2-3 SECTION 3 - BID PACKAGE G.\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms which must be executed in full and submitted with the bid (a) Bid Proposal The unit prices bid must be shown in the space provided Acknowledge all addenda in the space provided (b) Bid Signature Page To be filled in and signed by the bidder (c) Bid Bond Deposit or Bid Bond Bid Bond Deposit Sign the Bid Bond Deposit in the space provided if the bid is accompanied by a certified check or cashier's check in the amount of not less than 5% of the total amount bid. OR Bid Bond This form is to be executed by the bidder and Surety company The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis Provide Power of Attorney for Surety's agent. (d) Non -Collusion Affidavit and Debarment Certification Must be subscribed and sworn to before a Notary Public and included with the Bid Proposal (e) List of Subcontractors, Surety, and Bidder List all required subcontractors proposed for the project and fill in the Surety and Bidder information (f) Bidder's Data Form This form to be completed by the bidder (g) MBE/WBE Form It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder Failure to provide this information WILL NOT render the bid non- responsive The following forms are to be executed and/or submitted for approval after the Contract is awarded (1) Contract. This Contract to be executed by the successful bidder and the City of Yakima. (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\2009\09041\PHASE 2\09041 Spec.docx 3-2 1 ' BID PROPOSAL CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2257 1 A Proposal of .-- (— \ t- P ).0 \ (hereinafter called "BIDDER"), organized and existing under the laws of the State of -o \ • doing business as crprne. LCN1 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 CAPITOL HILL IRRIGATON SYSTEM PHASE 2 IMPROVEMENTS — City Project No IR2257, 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 1 competitor. BIDDER hereby agrees to commence work under this Contract within ten (10) calendar days after NOTICE TO PROCEED and to fully complete the PROJECT in accordance with Section 1-08 5 of these Special Provisions BIDDER further agrees to pay as liquidated damages the sum specified for each working day thereafter as provided in SECTION 1-08.9 of the Standard Specifications BIDDER acknowledges receipt of the following ADDENDA: 1 ' Addenda will be posted on the Internet at the Engineer's website, www.hlacivil.com. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the following unit prices or lump sum amounts* 1 1 1 1 1 1 Insert "a corporation", "a partnership", or "an individual" as applicable \ I G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEP -14-2010 TUE 02:38 PM FAX NO. UNIT PRICE BID PROPOSAL (NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. changes/corrections to the bid must be initialed by the signer of the bid, in accordance Section 1-02.5.) CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY PROJECT NO IR2257 HLA PROJECT NO 09041 Any with P. 05/09 I ITEM NO. ITEM DESCRIPTION UNIT QUANT 1 Mobilization 2 Project Temporary Traffic Control LUMP SUM LUMP SUM JyIT PRICE DOLLARS -CTS X AMOUNT DOLLARS -CTS X 3 Clearing and Grubbing LUMP SUM 4 Pipe Cleaning and Inspection LF 5 Abandon Irrigation Valve EA 6 Roadway Excavation Including Haul CY 7 Access Plt B Sllpline 2 -Inch HOPE Pipe 9 Shoring or Extra Excavation 10 Trench 12 -Inch PVC Plpe 11 Trench 8 -Inch PVC Pipa X tr 960 X L)+ 0-7)(X) 1,350 X EA 3 x a10--- 960 \ LF LUMP SUM 960 x i1 - >n51O LF 1.030 x X 12 Trench 6 -Inch PVC Pipe LF 1,240 13 Trench 4 -Inch PVC Pipe 14 Trench 3 -Inch PVC Pipe 15 Trench 2 -Inch PVC Pipe LF 580 X i` LF LF LF 16 Pneumatic Bore 4 -Inch HDPE Pipe 17 12 -Inch Gate Valve 18 8 -Inch Gate Valve 19 6 -Inch Gate Valve 20 4 -Inch Gate Valve LF 6,260 985 B5 120 x EA EA EA 2 r. x �J fi- xas_ aqO x t� \c0 .QKW 1�L31-7 2 X I4CO " = 3 X icco_ 21 3 -Inch Gate Valve 22 2•Inch Gate Valve 23 3/4 -Inch Service Connection for PVC 24 1 -Inch Service Connection for PVC 25 3/4 -Inch Service Connection for I-IDPE EA EA 15 X 1.3 3 EA 11 EA 238 EA X grO - `:-" - x � - . = 1 ADM - q ' = a il,,�3 - C_ 11 X 26 1 -Inch Service Connection for HDPE 27 3/4 -Inch Service Lateral O;\PROJECT6\2009\09041\PHA9E 2Wddbndum No. 1\Unit Pelee Bld PiopoSal.don EA 0 EA x 2 X LF 2,650 X = S5a: ADDENDUM NO. 1 SEP -14-2010 TUE 02:38 PM ITEM NO. ITEM DESCRIPTION 28 1 -Inch Service Lateral 20 3/4 -Inch Service Valve 30 1 -Inch Service Valve 31 Typo 1 Valve Box Type 2 Valve Box 32 33 Cold Mix Asphalt 34 Trench Repair, Type 1 35 Trench Repair, Type 2 36 HMA Cl. 3/8" PG 64-28 37 38 Gravel Surfacing Repair Sodded Lawn Repair 30 UNIT LF Cement Concrete Curb and Gutter 40 41 EA EA EA EA SY SY SY TON SY FAX NO. QUANT. 270 247 13 202 04 6,800 480 2,250 1,500 2,400 SY 100 UNIT PRICE DOLLARS -CTS X r - x ,Cg) X x X LF 570 Concrete Slab, 4 -Inch Thick SY 35 Concrete Slab, 6 -Inch Thick SY 430 42 Crushed Surfacing Base Course 43 Select Backfill, as Directed 44 Minor Changes TON TON 2.200 2,100 x a cPL X X X x FA EST X iy- 0 0 P. 06/09 AMOUNT DOLLARS -CTS 1890 LASCK ZoKP aCtyc c' G: IPROJECTS120001090411PHA6F 2Nddennum No. 11UpII Price afd I'mpou l.doc BID SUBTOTAL STATE SALES TAX 8.2% BID TOTAL 15,000 ag, Lo 1T-4 og*/ 0 ADDENDUM NO. 1 BID PROPOSAL SIGNATURE PAGE CITY OF YAKIMA, WASHINGTON CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY PROJECT NO IR2257 PROJECT NO 09041 Q1\Q - tN0 CAC1 . r rr._ BIDDER (CONTRACTOR) BY , 2010 DATE kd x,� AUTHORIZED OFFICIAL'S SIGNATURE TITLE A_ _)dn�= (Please print or type name) ADDRESS far J a)S +� O � , �Ltttla p\ Phone meq- y -Cry y FAX. \C 1 E-mail address c\C kL0erezrnc_xc C),crcl,�kir , Crx•C\ - WASHINGTON STATE CONTRACTOR LICENSE/REGISTRATION NUMBER E 1 L1 CV -10 WASHINGTON STATE UNIFIED BUISNESS IDENTIFIER NUMBER 1 be) - Saul - WASHINGTON STATE EMPLOYMENT SECURITY DEPT NUMBER 3.a (c 0 00 0 WASHINGTON STATE EXCISE TAX REGISTRATION NUMBER L NOTE (1) If the bidder is a co -partnership, so state, giving firm name under which business transacted If the bidder is a corporation, this proposal must be executed by its duly authorized officials (2) Bidders shall acknowledge receipt of all addenda, if any, in the space provided on the first page of this proposal (3) If no bid is submitted, kindly mark "NO BID" on the cover and return to' Huibregtse, Louman Associates, Inc 801 N 39`h Avenue Yakima, WA 98902 (4) Bidder shall include Bid Bond/Bid Deposit and notarized Non -Collusion Affidavit and Debarment Certification with Bid Proposal G. \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 3-6 Iyep N 1U 1./2'Up Premier Excavation BID DEPOSIT 509-542-1683 p.1 Herewith find deposit in the form of a cert led check or cashiers check In the amount of $ . which amount is not cess than five percent (5%) of our total bid for this project. Sign Here OR BID BOND KNOW ALL PERSONS BY THESE PRESENTS' That we Premier Excavation, Inc as Principal, and RLI Insurance Company , as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of Five Percent of the Attached Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointty and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS — City Project No. IR2257, according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shalt give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, incase of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the calf for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond, SIGNED, SEALED, AND DATED THIS 22nd DAY OF September , 2010. Premier Excavation, Inc RLI Insurance Company G:1PROJECTS12009W090411PHASE 2109041 Spec.docx Principal Surety Pam Urlacher, Attorney in Fact September 22nd .2010 3-7 RLI Surety P.O. Box 3967 j Peoria, IL 61612-3967 Phona:(800)645-2402 t Fax: (309)689.2036 www.rIicorp.com Know All Men by These Presents; POWER OF ATTORNEY RLI Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RL1 Insurance Company, an Illinois corporation, does hereby make, constitute and appoint: John Mos/oiler. Mike Button. Pam Urlacher.jue Bynum. Rox' • • . . n;Shuck jointLY or severally in the Ciry of Richland , State of Weshineton its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars (510,000,000) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI insurance Company, and now in force to -wit: "Al! bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the 13oard of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 13th day of May 2009 State of Illinois SS County of Peoria aq SP.[1nnV'OR,tr4 A I, On this i3:h day of May 20119 . before me, a Notary Public, personally appeared Roy C. Die who being by mc duly sworn, acknowledged that he signed the above Power of Anomey as the aforesaid officer of the RL1 Insurance Company and acknowledged said instrument to be the voluntary act and deed of said corporation. By: Jac cline M. Bocce r 1 Notary Public A1auAAAAAAa Ya•••AAAAAJLy,I a.. 'OFFICIAL SEAL' i, F JACQUELINE M BOCKtER ..,o. COMMISSION EXPIIES CP3/01/:0 'r•mr....mv..v RLI Insurance Company Vice President CERTIFICATE f, the undersigned officer of RLI Insurance Company, a stock corporation of the Stale of Illinois, do hereby ccnify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, f have here,olot my hand and theseal of theI�I,�I Insurance Company this llnUiay of september 2pi () RLI Insurance Company By. Roy C. Di 4665412030770 Vice President A0059207 STATE OF WASHINGTON ) ss COUNTY OF L11 ) NON -COLLUSION AFFIDAVIT NON -COLLUSION AFFIDAVIT 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. (Contractor's Signature) Signed and sworn to (or affirmed) before me on To c c\ C -a'a , 2010, by 00111111/0�, Notary Public ,``�Vle- WiL4 � /� My Appointment Expires • \ \ — 1 - eaC \� -_•o OINRY PUBt�C,�; ?: G:\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 3-8 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 August 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 August 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 August 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 August 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No 11246 of August 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 August 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\2009\09041\PHASE 2\09041 Spec.docx 3-9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SUBCONTRACTOR LIST To be Submitted with the Bid Proposal Project Name CITY OF YAKIMA Project No IR2257 / 09041 CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS (1) Every invitation to bid on a prime contract that is expected to cost one million dollars or more for the construction, alteration, or repair of any public building or public work of the state or a state agency or municipality as defined under RCW 39 04 010 or an institution of higher education as defined under RCW 28B 10 016 shall require each prime contract bidder to submit as part of the bid, or within one hour after the published bid submittal time, the names of the subcontractors with whom the bidder, if awarded the contract, will subcontract for performance of the work of. HVAC (heating, ventilation, and air condition); plumbing as described in chapter 18.106 RCW; and electrical as described in chapter 19.28 RCW, or to name itself for the work. The prime contract bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the prime contract bidder must indicate which subcontractor will be used for which alternate Failure of the rime contract bidder to submit as part of the bid the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the prime contract bidder's bid nonresponsive and, therefore, void If no subcontractor is subcontractor to perform Subcontractor Name listed below, the bidder acknowledges that it does not intend to use any those items of work. Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-10 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 IZG ~,`(��sl !� )CC QA Y\ \ sC\�. Categories�of Work k_iQ r\V � VkrNC9 X(`' e J ots.� . ;�C� \aYNUAei °1- \gc; \'� - �,t*.KCN • 1 (`ii , botu c)krk_ V o, ..N) - `:f) rr uu L1� eAu\\ G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-11 1 1 I 1 1 1 1 1 I I 1 1 1 I 1 SURETY If the Bidder is awarded a construction Contract on this bid, the Surety who provides the Contract Bond will be whose address is moi-.Q."fix 3°\'f. k L L111D-3(jco'i Street City State Zip BIDDER The name of the Bidder submitting this Bid is ?Sip;,'Ncllp,l x r. ; ak--\-0( , \ \(\Q. whose address is. ash cam., ° t Street City State Zip which is the address to which all communications concerned with this Bid and with the Contract shall be sent. The names of the principal officers of the corporation submitting this Proposal, or of the partnership, or of all persons interested in this Proposal as principals are as follows G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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. \;(\ b. C (v. N t° cArrNOr. x.04- c + - 131Ni eke. \-v r1`{� t , G 1 n ,OE1. \� �:-rc) W O- A� acct-Sll�-lo �yC UJ etl� Wcl\u.. era:�.�,.+\ C�cx�F'�slluck c - %," vs: -%Ck-- Irirufl-v+,t'(.12 14(3Alli naek y-`.3n\ckh‘ kr-rvsCINALN1 Oct t _130 QC t nac�, �1. ►nn.A k) Za jqs-h taw- (A,� (1 t ) • s4r-r.s\flrtx. CYCu tv-r t o1c, n k -ion C]i S�- ii 00'l/'�C. fi : (» l�-�c�iL L, C1C 5�1 y 5 oali�:A i ac_c%/acc?' `"ACX Irl - L C\1 d 2. Past maintenance services performed on similar systems, include names, addresses, and telephone numbers of clients, locations where service performed, and service descriptions (1C @ ¥\nva - -u-c-' 3 Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction 4. List key personnel, including supervisory personnel, to be used on this project and their individual experience and certifications X - Y1 e.S`akes- -Sim f tI \ *Q-eNCilc 5 Provide Washington state Contractor's registration (license) number --PRC.1"1\1F1(-\k\0165. 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\2009\09041 \PHASE 2\09041 Spec.docx 3-13 1 1 1 1 1 1 1 1 1 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\2009\09041\PHASE 2\09041 Spec.docx 3-14 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II 11 II RESOLUTION NO. D- 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 THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. �DQ ADOPTED BY THE CITY COUNCIL this. 4 UL day of 1983. ATTEST: .$41480-44 City Clerk A. Oa A m&A-t Le -Q Mayor 1 1 1 1 1 1 1 1 1 1 1 1 i1 1 1 CITY OF YAKIMA AFFIRMATIVE ACTION PLAN The bidders, contractors, and subcontractors will not be eligible for award of a Contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima. This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington In all cases, the compliance of a bidder, contractor, or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training Specific Affirmative Action Steps Bidders, contractors, and subcontractors subject to this Contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore The contractor shall promptly notify the City of Yakima Engineering Division and Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal The contractor shall participate in training programs in the area, especially those funded by the Department of Labor The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual, by publicizing it in company newspapers, annual reports, etc , by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy, and by specific review of the policy with minority employees The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources, by advertising in news media, specifically including minority news media, and by notifying and discussing it with all subcontractors and suppliers The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-16 1 1 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 1 1 1 1 1 I 1 1 1 1 1 1 1 employment to minority youth The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. The contractor shall make certain that all facilities and company activities are non -segregated The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations Non-cooperation In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women (The U S Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-17 1 1 1 1 1 1 1 1 1 1 1 II 1 1 1 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: Pf-e,"rf C i��� Ck-lCX1 . \ certifies that: (BIDDER) 1 It intends to use the following listed construction trades in the work under the contract: p13.1. 'Oorinoi O_CANk-irn‘ • 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 C't - \ ra\na Aux\ toQ ca. iv• i_ and; 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. (Signature of Authorized Representative of Bidder) G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-18 1 1 1 1 1 1 1 1 1 11 I 1 11 I I I 1 11 11 SUBCONTRACTOR'S CERTIFICATION Subcontractor's Certification is not required at the time of bid This Certification must be completed by each subcontractor prior to award of any subcontract: certifies that: (SUBCONTRACTOR) 1 It intends to use the following listed construction trades in the work under the subcontract: and, As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being* and, 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-19 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 August 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 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 G.\PROJECTS\2009 \09041 \PHASE 2\09041 Spec.docx 3-20 II 1 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 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\2009\09041\PHASE 2\09041 Spec.docx 3-21 1 1 1 1 1 11 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 PROPOSAL CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS CITY OF YAKIMA PROJECT NO. IR2257 The Bidder is hereby advised that by signature of this proposal, he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto CASH ❑ IN THE AMOUNT OF CASHIER'S CHECK ❑ DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No (s) a).01 - PHONE NUMBER E0t rya -1q �o FAX NUMBER A , and SIGNATURE OF AUTHORIZED OFFICIALS r - FIRM NAME--a-QM \QE7cc.-(QztnQ- (ADDRESS) '\ Sckbc‘ STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER. '‘fn Eic1Lkoa FEDERAL ID NO QC) - 311 Lo10 , 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 \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 3-22 SECTION 4 - CONTRACT AND RELATED MATERIALS G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx CONTRACT THIS AGREEMENT, made and entered into in triplicate, this (4 day of oc-7t)3 - , 2010, by and between the City of Yakima, hereinafter called the OWNER, and ice- {Gl^c‘G. r- t_ -scan . 1 rW____ 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 CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS — City Project No IR2257, 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 incor- porated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. Work shall start within ten (10) calendar days after Notice to Proceed and shall be completed by the dates set forth in Section 1-08 5 TIME FOR COMPLETION of the Special Provisions. The first chargeable working day shall be the date set forth in the Notice to Proceed or the first day the Contractor begins work, whichever comes first. If said work is not completed within the time specified, the CONTRACTOR agrees to pay to the OWNER for each and every working day said work remains uncompleted after expiration of the specified time, liquidated damages as determined in Section 1-08.9 The CONTRACTOR shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract and every part thereof, except such as are mentioned in the Specifications to be furnished by the OWNER. II The OWNER hereby promises and agrees with the CONTRACTOR to employ, and does employ the CONTRACTOR to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached Plans and Specifications and the terms and conditions herein contained, and hereby contracts to pay for the same according to the attached Specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III The CONTRACTOR for himself, and for his/her heirs, executors, administrators, successors, and assigns does hereby agree to the full performance of all the covenants herein upon the part of the CONTRACTOR IV It is further provided that no liability shall attach to the OWNER by reason of entering into this Contract, except as expressly provided herein V CONTRACTOR is an independent contractor and not an employee of the OWNER. The OWNER has designated the Contract performance and the CONTRACTOR shall be responsible for the details of that work. The parties recognize the CONTRACTOR has unique skills not otherwise available to the OWNER to accomplish the purpose of the 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\2009\09041\PHASE 2\09041 Spec.docx 4-2 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first herein above written OWNER. City of Yakima, Washington (SEAL) By. Name R. A. Zais, Jr. Title City Manager CONTRACTOR. ATTEST / � ll Name Deborah J. Kloster Title. City Clerk By. (SEAL) Name. -ATNC\C\JCA-1\"7-5c r\ ATTEST (Please Print or Type) Address. \-h ?aux 0 v: \C1e1 Phone. ;'X3C'►- 3L\1c,—Ci iyy FAX. q- SL� ci - 1` LLo r i d 1c l k t l e f°�!►1' E-mail Address (-k \GA'1Gw` FmFv yr,,n\-ict - Name 5---)1GrY\ 11 I 01-n3 e_cjY) (Please Print or Type) Employer Identification Number 1C.I_ 1 i'� G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 4-3 CONTRACT BOND BOND TO CITY OF YAKIMA KNOW ALL PERSONS BY THESE PRESENTS: That we, the undersigned Premier Excavation, Inc as principal, and RLI Insurance Company Bond #SSB398344 a corporation organized and existing under the taws of the State of Illinois , as a Surety corporation, and qualified under the laws of the Slate 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 S * for the payment of which sum art demand we bind ourselves and our successors, heirs, administrators, or personal representatives, as the case may be. * Eight Hundred Thirty Thousand, Two Hundred Dollars and Twenty -One Cents. $830,200.21 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 Richland Washington, this 4th day of October , 2010. Nevertheless, the conditions of the above obligatiore are such that: oc_-la -P,�, - / WHEREAS, under and pursuant to action of the City of Yakima, on -September-24, . 2010, the City Manager and City Clerk of said City of Yakima has let or is about to let to the said Premier Excavation, Inc , the above bounden Principal, a certain Contract, the said Con- tract being numbered Gity Contract No. IR2257, and providing for the construction of CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS (which Contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said Principal has accepted, or is about to accept, the said Contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said Premier Excavation, Inc shall faithfully perfcrm 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 ail 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 to said Contract or from defects appearing or developing in the material or workmanship provided or performed under saki Contract within a period of two 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 SURETY: RLI Insurance Coi pany (SEAL) By: r✓ Name. Pam Urlacher, Attorn yj' ct (Please Print or Tape) Agent: Western States Insurance Agency Address: 390 Bradley Blvd Richland_ WA99352 C`i.PRC,JECM1.2009,.0e04•I'P'riASt::2109341 Speu-doc< 4.4 ATTEST: Premier Excavation, Inc Name (mase Print or Type) Holm 1F+IE t1 :re nt.0 t7t 0L i.f1?nC_': • RLI Surety P.O. aux 396.7 l Peons, IL 61612.3967 Phare: (E 0643.2402 ; Fax: (309)659-2036 u^ vw.rticorp.c,rn Know 411 Mein by These Presents': POWER OF ATTORNEY I Insurance Company That this Power of Attorney is not valid or in effect unless attached to the band which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company, an Illinois corporation, does hereby make, constitute and appoint: John Mossollw'r, M %llatm—Paul llllacher. Su j..yn arn, ori lint saclf ioinily nl s 'er in the City of irttland , State of 1Yashart ng its true and lawful Agent and Attorney in Feet, with MI power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognixances in an amount ant to exceed Teti Million Dollars (S/0,0O0,000) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company The R.LI Insurance Company fittthes certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company, and now in force to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be extcited in the corporate name of the Company by the President, Secretary, Any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorney's in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company, The. corporate seal is not necessary for the validity of any toonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the fR.l,l Insurance Company has caused these presents to be executed by its_ V -i P t ikili___ with its corporate seal affixed this . _ lath__ day of 2004 State of Illinois SS County of Peoria On this I"_I _- day of ;airy atflY bcfcrc nae, a Notary Pntb?ic, r)orsoe.atly any:ft.rcd Rnv C Die who being by me duly sworn, :,,:ac,,owlcdgerd that f:r sighed the. above Power of Attomey as One aforesaid officer of the RLI Insurance Company and acknowledged said instrument to be the voluntary act and deed or'safd corporation, Jna.•iLy litre M. Isouktdr ri.AAw0lw�we .+... a. <isi.:a CwsOAw `OFFICiALSEAL° 3' Ir tAitot ti -rt M aocKLE. canaluataNDIMES aatoana v,YrYYtTVTr•TTYYaYreYYSYYrerYYTYYe Notary Public RLI Insurance Company By. Ray C. �i Vice i'arsident 1 CERTIFICATE 1, the undersigned officer of }U.I Insurance Com ::ny, r stock corporation of t? e Sate of Illinois, do hereby ccn;fy dial the anached Power of Attorney is in F,rI] force and effect and ; in -evocable; and furthermore, that the Resonation of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, l have hereunto sct my hand and the seal of' the RLI insurance Company this 4th day of October 2010 . RLI Insurance Company 4M54!2O O1 r0 \rice President AO(J59207 CONTRACTOR. By Name r (Please Print Print or Type) Approved as to Form G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 4-5 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER Western States Ins of Richland 390 Bradley Boulevard Richland WA 99352 Phone:509-946-6161 Fax:509-946-0715 INSURED DATE (MMIDDIYYW) OP ID AN PREb4I03 10/11/10 THIS CERTIFICATE IS ISSUED AS A MATTER 0 INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE NAIC # Premier Excavation Inc 721 S 28th Avenue Pasco WA 99301 INSURER The Cincinnati insurnnon Co. INSURER B INSURER C INSURER U INSURER E vTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS NAMED ABOVE WITH RESPECT IS SUBJECT TO ICY ECTIVE—iR1IICrERPIRA7 FOR THE POLICY TO WHICH THIS ALL THE TERMS, EXCLUSIONS (�j�7 DATE IIMNDD/YWY] f PERIOD INDICATED NOTWITHSTANDING CERTIFICATE MAY BE ISSUED OR AND CONDITIONS OF SUCH LTR t NERD POUCY NUMBER TYPE OF INSURANCEDATE(MM/ODTYYYYj UMTS A GENERAL X LIABILITY cold MERCIALGENE A_LLIABILITY CPP1078210 04/28/10 04/28/11 EACH OCCURRENCE 51000000 PRMLSES(Elanccu Eence) $100000 CLAIMS MADE LX_ OCCUR MED EXP (Arty one Person) 35000 'X'IWA 1 X IBINKT GEIR IPICYOL STOP GAP ADD INSRD PERSONAL LADY INJURY 51000000 GENERAL AGGREGATE s2000000 AGGREGATE LIMIT APPLIES PER 3I—C7 mr- 7LOC PRODUCTS- COMPIOP AGG S 2000000 A AUTOMOBILE X X LIABLITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOB .__.,........_ ____.._____._._____ CPP1078210 04/28/10 04/28/11 COMBINED SINGLE LIMIT (Eeaecderd) 51,000'000 BODILY INJURY (Per person) BODILY INAIRY (Per acoderlt) PROPERTY DAMAGE (Per accident) GARAGE LJABI_ITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THRN SACC $ AUTO ONLY AGG 5 A EXCESS i UMBRELLA UABLITY X OCCUR [ 1 CLAIMSMADE DEDUCTIBLE RETENTION $ CPP1078210 04/28/10 04/28/11 EACH OCCURRENCE $2000000 AGGREGATE S S 5 S WORKERS AND EMPLOYERS' ANY PROPRIETCRPARTNER/EXECUTR OFFICER/MEMBER (Mandatory If yea, descrtte SPECIAL COMPENSATORWC LIABILITY Y / N —�'] IA1U- UIH- TORY UMITS ER E L. EACH ACCOENT i 3 EXCLU DED? u in NH) under PROVISIONS Sebw E L. DISEASE - EA EMPLOYEE 5 E L DISEASE - POLICY LIMIT 5 A OTHER RENTED/LEASED EQUIPMENT CPP1078210 04/28/10 04/28/11 POLICY 150,000 I LIMIT DESCRIPTION OF OPERATIONS/ LOCATIONS 1 VENICLE51 EXC WSIONS ADDED BY ENDORSEMENT 'SPECIAL PROVISIONS Re: Capitol Hill Irrigation System Phase 2 Improvements - City Project Number IR2257. City of Yakima and its officers, elected officials, employees, agents and volunteers and Huibregtse, Louman Associates, Inc are added as Additional Insureds per GA2330207 attached. CERTIFICATE HOLDER CANCELLATION Cityof Yakima 129 North Second Street Yakima WA 98901 SHOULD ANY OF THE ABOVE DESCRIEIED POUCIES EE CANCELLED DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAL NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUTTAIPMN¢}{CNNAjn[- BEFORE THE EXPIRATION 45 DAYS WRITTEN AUTHOIZED REPRESENTATIVE I 0 Q -Th R� ACORD 25 (2009101) The ACORD name and logo are registered marks of ACORD . All ng rlrs reserveu. IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsernent(s) DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACoRD 25 (2009101) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS' COMMERCIAL GENERAL LIABILITY BROADENED ENDORSEMENT This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Endorsement - Table of Contents: Coverage: Begins on Page: 1. Employee Benefit Liability Coverage .. 2 2. Unintentional Failure to Disclose Hazards .. ,...... . 7 3. Damage to Premises Rented to You 8 4. Supplementary Payments 5. Medical Payments.. .. 9 6. Voluntary Property Damage (Coverage a.) and Care, Custody or Control Liability Coverage (Coverage b.) 9 7. 180 Day Coverage for Newly Formed or Acquired Organizations ...... .... 10 8. Waiver of Subrogation 10 9. Automatic Additional Insured - Specified Relationships- 10 Managers or Lessors of Premises, Lessor of Leased Equipment; Vendors, State or Political Subdivisions - Permits Relating to Premises; State or Political Subdivisions - Permits; and Contractors' Operations 10. Broadened Contractual Liability - Work Within 50' of Railroad Property ............ 14 11. Property Damage to Borrowed Equipment 14 12. Employees as Insureds - Specified Health Care Services: 14 Nurses, Emergency Medical Technicians, and Paramedics 13. Broadened Notice of Occurrence ,,, 14 B. Limits of Insurance: The Commercial General Liability Limits of Insurance apply to the insurance provided by this endorse- ment, except as provided below 1. Employee Benefit Liability Coverage Each Employee Limit: $ 1,000,000 Aggregate Limit: $ 3,000,000 Deductible. $ 1,000 3. Damage to Premises Rented to You The lesser of: a. The Each Occurrence Limit shown in the Declarations; or b. $500,000 unless otherwise stated $ 4. Supplementary Payments a. Bail bonds: $ 1,000 b. Loss of earnings. $ 350 5. Medical Payments Medical Expense Limit: $ 10,000 GA 233 02 07 Includes copyrighted material of Insurance Services Office, Inc., with its permission Page 1 of 15 6. Voluntary Property Damage (Coverage a.) and Care, Custody or Control Liability Coverage (Coverage b.) Limits of Insurance (Each Occurrence) Coverage a. $1,000 Coverage b. $5,000 unless otherwise stated $ Deductibles (Each Occurrence) Coverage a. $250 Coverage b. $250 unless otherwise stated 11. Property Damage to Borrowed Equipment Each Occurrence Limit. $ 10,000 Deductible' $ 250 C. Coverages: 1. Employee Benefit Liability Coverage a. The following is added to SECTION - COVERAGES: Employee Benefit Liability Coverage. (1) GA 233 02 07 insuring Agreement (a) We will pay those sums that the insured becomes legally obligated to pay as dam- ages caused by any act, er- ror or omission of the in- sured, or of any other per- son for whose acts the in- sured is legally liable, to which this insurance ap- plies. We will have the right and duty to defend the in- sured against any "suit" seeking those damages. However, we will have no duty to defend against any "suit" seeking damages to which this insurance does not apply We may, at our discretion, investigate any report of an act, error or omission and settle any claim or "suit" that may re- sult. But: 1) The amount we will pay for damages is limited as described in SEC- TION III - UMITS OF INSURANCE; and 2) Our right and duty to defend ends when we have used up the ap- plicable limit of insur- ance in the payment of judgments or settle- ments No other obligation or liabil- ity to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Pay- ments (b) This insurance applies to damages only if the act, er- ror or omission, is negli- gently committed in the 'administration" of your "employee benefit pro- gram", and 1) Occurs during the pol- icy period, or 2) Occurred prior to the effective date of this endorsement provided a) You did not have knowledge of a claim or suit" on or before the ef- fective date of this endorsement. You will be deemed to have knowledge of a claim or "suit" when any "authorized repre- sentative", Includes copyrighted material of Insurance Services Office, Inc , with its permission. Page 2 of 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COVERAGE PREMIUM BASIS (a) Area (b) Payroll (c) Gross Sales (d) Units (e) Other RATE (For Limits in Excess of $5,000) ADVANCE PREMIUM (For Limits in Excess of $5,000) b. Care, Custody or Control $ TOTAL ANNUAL PREMIUM $ 11. Property Damage to Borrowed Equipment Each Occurrence Limit. $ 10,000 Deductible' $ 250 C. Coverages: 1. Employee Benefit Liability Coverage a. The following is added to SECTION - COVERAGES: Employee Benefit Liability Coverage. (1) GA 233 02 07 insuring Agreement (a) We will pay those sums that the insured becomes legally obligated to pay as dam- ages caused by any act, er- ror or omission of the in- sured, or of any other per- son for whose acts the in- sured is legally liable, to which this insurance ap- plies. We will have the right and duty to defend the in- sured against any "suit" seeking those damages. However, we will have no duty to defend against any "suit" seeking damages to which this insurance does not apply We may, at our discretion, investigate any report of an act, error or omission and settle any claim or "suit" that may re- sult. But: 1) The amount we will pay for damages is limited as described in SEC- TION III - UMITS OF INSURANCE; and 2) Our right and duty to defend ends when we have used up the ap- plicable limit of insur- ance in the payment of judgments or settle- ments No other obligation or liabil- ity to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Pay- ments (b) This insurance applies to damages only if the act, er- ror or omission, is negli- gently committed in the 'administration" of your "employee benefit pro- gram", and 1) Occurs during the pol- icy period, or 2) Occurred prior to the effective date of this endorsement provided a) You did not have knowledge of a claim or suit" on or before the ef- fective date of this endorsement. You will be deemed to have knowledge of a claim or "suit" when any "authorized repre- sentative", Includes copyrighted material of Insurance Services Office, Inc , with its permission. Page 2 of 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GA 233 02 07 i) Reports ail, or any part, of the act, error or omission to us or any other insurer; ii) Receives a written or ver- bal demand or claim for dam- ages because of the act, er- ror or omis- sion, and b) There is no other applicable insur- ance. (2) Exclusions This insurance does not apply to (a) Bodily Injury, Property Damage or Personal and Advertising Injury "Bodily injury", "property damage' or "personal and advertising injury". (b) Dishonest, Fraudulent, Criminal or Malicious Act Damages arising out of any intentional, dishonest, fraudulent, criminal or mali- cious act, error or omission, committed by any insured, including the willful or reck- less violation of any statute (c) Failure to Perform a Con- tract Damages arising out of fail- ure of performance of con- tract by any insurer. (d) Insufficiency of Funds Damages arising out of an insufficiency of funds to meet any obligations under any plan included in the "employee benefit pro- gram" (e) Inadequacy o1 Perform- ance of Investment / Ad- vice Given With Respect to Participation Any claim based upon. 1) Failure of any invest- ment to perform; 2) Errors in providing in- formation on past per- formance of investment vehicles; or 3) Advice given to any person with respect to that person's decision to participate or not to Participate in any plan included in the em- ployee benefit pro- gram" (I) Workers' Compensation and Similar Laws Any claim arising out of your failure to comply with the mandatory provisions of any workers' compensation, unemployment compensa- tion insurance, social secu- rity or disability benefits law or any similar law (g) ERISA Damages for which any in- sured is liable because of liability imposed on a fiduci- ary by the Employee Re- tirement Income Security Act of 1974, as now or hereafter amended, or by any similar federal, state or local laws (h) Available Benefits Any claim for benefits to the extent that such benefits are available, with reason- able effort and cooperation of the insured, from the ap- plicable funds accrued or other collectible insurance (i) Taxes, Fines or Penalties Taxes, fines or penalties, including those imposed under the Internal Revenue Code or any similar state or local law (j) Employment -Related Practices Any liability arising out of any: (1) Refusal to employ, (2) Termination of em- ployment; Coercion, demotion, evaluation, reassign- ment, discipline, defa- mation, harassment, humiliation, discrimina- tion or other employ - (3) Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 15 (3) ment-related practices, acts or omissions, or (4) Consequential liability as a result of (1), (2) or (3) above This exclusion applies whether the insured may be held liable as an employer or in any other capacity and to any obligation to share damages with or repay someone else who must pay damages because of the injury. Supplementary Payments SECTION I - COVERAGES, SUPPLEMENTARY PAY- MENTS - COVERAGES A AND B also apply to this Coverage. b. Who is an Insured As respects Employee Benefit Liabil- ity Coverage, SECTION II - WHO IS AN INSURED is deleted in its en- tirety and replaced by the following (1) If you are designated in the Declarations as: (a) An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner GA 233 02 07 (b) A partnership or joint ven- ture, you are an insured Your members, your part- ners, and their spouses are also insureds but only with respect to the conduct of your business. (c) A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are in- sureds, but only with re- spect to their duties as your managers (d) An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive officers" and di- rectors are insureds, but only with respect to their duties as your officers or di- rectors Your stockholders are also insureds, but only with respect to their liability as stockholders (e) A trust, you are an insured. Your trustees are also in- sureds, but only with re- spect to their duties as trustees (2) Each of the following is also an insured (3) (a) Each of your "employees" who is or was authorized to administer your "employee benefit program". (b) Any persons, organizations or "employees" having proper temporary authori- zation to administer your "employee benefit program" if you die, but only until your legal representative is ap- pointed. Your legal representative if you die, but only with re- spect to duties as such That representative will have all your rights and du- ties under this Coverage Part. Any organization you newly ac- quire or form, other than a part- nership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if no other similar insurance applies to that organization However, cover- age under this provision: (c) (a) Is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and (b) Does not apply to any act, error or omission that was committed before you ac- quired or formed the or- ganization. c. Limits of Insurance As respects Employee Benc''t Liabil- ity Coverage, SECTION III - UMITS OF INSURANCE is deleted in its en- tirety and replaced by the following (1) The Limits of Insurance shown in Section B. Limits of Insur- ance, 1. Employee Benefit Li- ability Coverage and the rules below fix the most we will pay regardless of the number of. (a) Insureds, Includes copyrighted material of Insurance Services Office, Inc., with its permission Page 4 of 15 (b) Claims made or "suits" brought; (c) Persons or organizations making claims or bringing "suits", (d) Acts, errors or omissions, or (e) Benefits included in your "employee benefit pro- gram", (2) The Aggregate Limit shown in Section B. Limits of Insurance, 1. Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages because of acts, er- rors or omissions negligently committed in the "administra- tion" of your "employee benefit program" Subject to the limit described in (2) above, the Each Employee Limit shown in Section B. Limits of Insurance, 1. Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages sus- tained by any one "employee", including damages sustained by such "employee's" dependents and beneficiaries, as a result of• (a) An act, error or omission, or (b) A series of related acts, er- rors or omissions, regard- less of the amount of time that lapses between such acts, errors or omissions, negligently committed in the "administration" of your "em- ployee benefit program". However, the amount paid un- der this endorsement shall not exceed, and will be subject to the limits and restrictions that apply to the payment of benefits in any plan included in the "em- ployee benefit program" (4) Deductible Amount (a) Our obligation to pay dam- ages on behalf of the in- sured applies only to the amount of damages in ex- cess of the deductible amount stated in the Decla- rations as applicable to Each Employee The limits of insurance shall not be reduced by the amount of this deductible. (3) GA 233 02 07 (b) The deductible amount stated in the Declarations applies to all damages sustained by any one "em- ployee", including such employee's" dependents and beneficiaries, because of all acts, errors or omis- sions to which this insur- ance applies. (c) The terms of this insurance, including those with respect to • 1) Our right and duty to defend the insured against any "suits" seeking those dam- ages, and 2) Your duties, and the duties of any other in- volved insured, in the event of an act, error or omission, or claim, apply irrespective of the application of the deductible amount. (d) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as we have paid. d. Additional Conditions As respects Employee Benefit Li- ability Coverage, SECTION IV - COMMERCIAL GENERAL LIABIL- ITY CONDITIONS is amended as follows (1) Item 2. Duties in the Event of Occurrence, Offense, Claim or Suit is deleted in its entirety and replaced by the following 2. Duties in the Event of an Act, Error or Omission, or Claim or Suit a. You must see to it that we are noti- fied as soon as practicable of an act, error or omission which may result in a claim. To the extent possible, no- tice should include, (1) What the act, error or omission was and when it occurred; and (2) The names and addresses of anyone who may suffer dam- ages as a result of the act, error or omission. Includes copyrighted material of Insurance Services Office, Inc , with its permission. Page 5 of 15 b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable You must see to it that we receive written notice of the claim or "suit" as soon as practicable c. You and any other involved insured must: (1) Immediately send us copies of any demands, notices, sum- monses or legal papers re- ceived in connection with the claim or "suit, (2) Authorize us to obtain records and other information, Cooperate with us in the investi- gation or settlement of the claim or defense against the "suit", and (3) (4) Assist us, upon our request, in the enforcement of any right against any person or organiza- tion which may be liable to the insured because of an act, error or omission to which this insur- ance may also apply d. No insured will, except at that in- sured's own cost, voluntarily make a payment, assume any obligation, or incur any expense without our con- sent. (2) Item 5. Other Insurance is de- leted in its entirety and replaced by the following 5. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under this Coverage Part, our obligations are limited as follows GA 233 02 07 a. Primary Insurance This insurance is pri- mary except when c. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary Then, we will share with all that other insurance by the method described in b. below. b. Method of Sharing If all of the other insur- ance permits contribu- tion by equal shares, we will follow this method also. Under this approach each in- surer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other in- surance does not per- mit contribution by equal shares, we will contribute by limits Under this method, each insurer's share is based on the ratio of its applicable limit of in- surance to the total ap- plicable limits of insur- ance of all insurers c. No Coverage This insurance shall not cover any loss for which the insured is entitled to recovery un- der any other insur- ance in force previous to the effective date of this Coverage Part. e. Additional Definitions As respects Employee Benefit Li- ability Coverage, SECTION V - DEFINITIONS is amended as fol- lows (1) The following definitions are added. 1. "Administration" means a. Providing information to "employees", including their dependents and beneficiaries, with re- spect to eligibility for or scope of "employee benefit programs', b. Interpreting the "em- ployee benefit pro- grams", c. Handling records in connection with the "employee benefit pro- grams", or d. Effecting, continuing or terminating any em- ployee's" participation Includes copyrighted material of Insurance Services Office, Inc , with its permission Page 6 of 15 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 in any benefit included in the "employee bene- fit program" However, "administration" does not include a. Handling payroll de- ductions, or b. The failure to effect or maintain any insurance or adequate limits of coverage of insurance, including but not limited to unemployment in- surance, social security benefits, workers' com- pensation and disability benefits. 2. "Cafeteria plans" means plan authorized by applica- ble law to allow "employ- ees" to elect to pay for cer- tain benefits with pre-tax dollars. 3. "Employee benefit pro- grams" means a program providing some or all of the following benefits to "em- ployees", whether provided through a "cafeteria plan" or otherwise. a. Group life insurance, group accident or health insurance; den- tal, vision and hearing plans, and flexible spending accounts, provided that no one other than an "em- ployee" may subscribe to such benefits and such benefits are made generally available to those "employees" who satisfy the plan's eligi- bility requirements; b. Profit sharing plans, employee savings plans, employee stock ownership plans, pen- sion plans and stock subscription plans, provided that no one other than an "em- ployee" may subscribe to such benefits and such benefits are made generally available to all "employees" who are eligible under the plan for such benefits, c. Unemployment insur- ance, social security benefits, workers' com- pensation and disability benefits, and d. Vacation plans, includ- ing buy and sell pro- grams; leave of ab- sence programs, in- cluding military, mater- nity, family, and civil leave, tuition assis- tance plans, transpor- tation and health club subsidies. (2) The following definitions are deleted in their entirety and re- placed by the following 21. "Suit" means a civil pro- ceeding in which money damages because of an act, error or omission to which this insurance applies are alleged "Suit" includes a. An arbitration pro- ceeding in which such damages are claimed and to which the in- sured must submit or does submit with our consent; b. Any other alternative dispute resolution pro- ceeding in which such damages are claimed and to which the in- sured submits with our consent; or c. An appeal of a civil proceeding. 8. "Employee" means a per- son actively employed, for- merly employed, on leave of absence or disabled, or retired. "Employee" in- cludes a "leased worker". "Employee" does not in- clude a "temporary worker" 2. Unintentional Failure to Disclose Haz- ards SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, 7. Represen- tations is hereby amended by the addi- tion of the following Based on aur dependence upon your representations as to existing hazards, if unintentionally you should fail to disclose all such hazards at the inception date of your policy, we will not reject coverage under this Coverage Part based solely on such failure Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 7 of 15 3. Damage to Premises Rented to You a. The last Subparagraph of Paragraph 2. SECTION I - COVERAGES, COVERAGE A. - BODILY INJURY AND PROPERTY DAMAGE, 2. LI- ABILITY Exclusions is hereby de- leted and replaced by the following Exclusions c. through q. do not apply to damage by fire, explosion, light- ning, smoke or soot to premises while rented to you or temporarily occupied by you with pemiission of the owner b. The insurance provided under SEC- TION 1 - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE UABIUTY applies to "property damage" arising out of water damage to premises that are both rented to and occupied by you. (1) As respects Water Damage Le- gal Liability, as provided in Paragraph 3.b. above The exclusions under SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABIL- ITY, 2. Exclusions, other than i. War and the Nuclear Energy Liability Exclusion, are deleted and the following are added. This insurance does not apply GA 233 02 07 to (a) "Property damage". 1) Assumed in any con- tract; or 2) Loss caused by or re- sulting from any of the following a) Wear and tear; b) Rust, corrosion, fungus, decay, deterioration, hid- den or latent de- fect or any quality in property that causes it to dam- age or destroy it- self; c) Smog; d) Mechanical breakdown in- cluding rupture or bursting caused by centrifugal force, e) Settling, cracking, shrinking or ex- pansion, or I) Nesting or infesta- tion, or discharge or release of waste products or secretions, by in- sects, birds, ro- dents or other animals (b) Loss caused directly or indi- rectly by any of the follow- ing 1) Earthquake, volcanic eruption, landslide or any other earth move- ment; 2) Water that backs up or overflows from a sewer, drain or sump; 3) Water under the ground surface press- ing on, or flowing or seeping through a) Foundations, walls, floors or paved surfaces, b) Basements, whether paved or not; or c) Doors, windows or other openings. (c) Loss caused by or resulting from water that Teaks or flows from plumbing, heat- ing, air conditioning, or fire protection systems caused by or resulting from freez- ing, unless 1) You did your best to maintain heat in the building or structure, or 2) You drained the equipment and shut off the water supply if the heat was not main- tained. (d) Loss to or damage to 1) Plumbing, heating, air conditioning, fire pro- tection systems, or other equipment or ap- pliances, or 2) The interior of any building or structure, or to personal property in the building or structure Includes copyrighted material of Insurance Services Office, Inc., with its permission Page 8 of 15 caused by or resulting from rain, snow, sleet or ice, whether driven by wind or not. c. Limit of Insurance The Damage to Premises Rented to You Limit as shown in the Declara- tions is amended as follows (2) Paragraph 6. of SECTION 111 - LIMITS OF INSURANCE is hereby deleted and replaced by the following. 6. Subject to 5. above, the Damage to Premises Rented 10 You Limit is the most we will pay under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, for damages because of "property damage" to premises while rented to you or temporarily occupied by you with permission of the owner, arising out of any one "occurrence" to which this insurance ap- plies. The amount we will pay is lim- ited as described in Section B. Limits of Insurance, 3. Dam- age to Premises Rented to You of this endorsement. (3) 4. Supplementary Payments Under SECTION I - COVERAGE, SUP- PLEMENTARY PAYMENTS - COVER- AGES A AND B: a. Paragraph 2. is replaced by the fol- lowing: Up to the limit shown in Section B. Limits of Insurance, 4.a. Bail Bonds of this endorsement for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage ap- plies We do not have to furnish these bonds b. Paragraph 4. is replaced by the fol- lowing All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to the limit shown in Section B. Limits of Insurance, 4.b. Loss of Earnings of this en- dorsement per day because of time off from work. GA 233 02 07 5. Medical Payments The Medical Expense Limit of Any One Person as stated in the Declarations is amended to the limit shown in Section B. Limits of Insurance, 5. Medical Pay- ments of this endorsement. 6. Voluntary Property Damage and Care, Custody or Control Liability Coverage a. Voluntary Property Damage Cov- erage We will pay for "property damage" to property of others arising out of op- erations incidental to the insured's business when. (1) Damage is caused by the in- sured, or (2) Damage occurs while in the in- sured's possession. With your consent, we will make these payments regardless of fault. b. Care, Custody or Control Liability Coverage SECTION I - COVERAGES, COV- ERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions, j. Damage to Property, Subparagraphs (3), (4) and (5) do not apply to "property damage" to the property of others described therein With respect to the insurance provided by this section of the endorsement, the fol- lowing additional provisions apply: a. The Limits of Insurance shown in the Declarations are replaced by the lim- its designated in Section B. Limits of Insurance, 6. Voluntary Property Damage and Care, Custody or Control Liability Coverage of this endorsement with respect to cover- age provided by this endorsement. These limits are inclusive of and not in addition to the limits being re- placed. The Limits of Insurance shown in Section B. Limits of Insur- ance, 6. Voluntary Property Dam- age and Care, Custody or Control Liability Coverage of this endorse- ment fix the most we will pay in any one "occurrence" regardless of the number of: (1) Insureds, (2) Claims made or "suits" brought; or (3) Persons or organizations mak- ing claims or bringing "suits". Includes copyrighted material of Insurance Services Office, Inc , with its permission Page 9 of 15 b. Deductible Clause 9. Automatic Additional Insured - Speci- fied Relationships a. The following is hereby added to SECTION II - WHO IS AN INSURED (1) Our obligation to pay damages on your behalf applies only to the amount of damages for each "occurrence" which are in ex- cess of the deductible amount stated in Section B. Limits of Insurance, 6. Voluntary Prop- erty Damage and Care, Cus- tody or Control Liability Cov- erage of this endorsement. The limits of insurance will not be re- duced by the application of such deductible amount. (2) Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit, applies to each claim or "suit" irrespective of the amount. We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the ac- tion taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 7. 180 Day Coverage for Newly Formed or Acquired Organizations SECTION II - WHO I5 AN INSURED is amended as follows Subparagraph a. of Paragraph 4. is hereby deleted and replaced by the fol- lowing a. Insurance under this provision is af- forded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; 8. Waiver of Subrogation SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, 9. Transfer of Rights of Recovery Against Others to Us is hereby amended by the addition of the following We waive any right of recovery we may have because of payments we make for injury or damage arising out of your on- going operations or "your work" done un- der a written contract requiring such waiver with that person or organization and included in the "products -completed operations hazard" However, our rights may only be waived prior to the "occur- rence" giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce those rights. (3) GA 233 02 07 (1) Any person or organization de- scribed in Paragraph 9.a.(2) below (hereinafter referred to as additional insured) whom you are required to add as an addi- tional insured under this Cover- age Part by reason of (a) (b) A written contract or agreement; or An oral agreement or con- tract where a certificate of insurance showing that per- son or organization as an additional insured has been issued, is an insured, provided. (a) The written or oral contract or agreement is 1) Currently in effect or becomes effective during the policy pe- riod; and 2) Executed prior to an "occurrence" or offense to which this insurance would apply, and (b) They are not specifically named as an additional in- sured under any other pro- vision of, or endorsement added to, this Coverage Part. (2) Only the following persons or organizations are additional in- sureds under this endorsement, and insurance coverage pro- vided to such additional in- sureds is limited as provided herein. (a) The manager or lessor of a premises leased to you with whom you have agreed per Paragraph 9.a.(1) above to provide insurance, but only with respect to liability aris- ing out of the ownership, maintenance or use of that part of a premises leased to you, subject to the following additional exclusions This insurance does not apply to 1) Any occurrence" which takes place after Includes copyrighted material of Insurance Services Office, inc., with its permission Page 10 of 15 GA 233 02 07 you cease to be a ten- ant in that premises 2) Structural alterations, new construction or demolition operations performed by or on be- half of such additional insured (b) Any person or organization from which you lease equipment with whom you have agreed per Paragraph 9.a.(1) above to provide in- surance Such person(s) or organization(s) are insureds solely with respect to their liability arising out of the maintenance, operation or use by you of equipment leased to you by such per- sons) or organizations(s). However, this insurance does not apply to any "oc- currence' which takes place after the equipment lease expires (c) Any person or organization (referred to below as ven- dor) with whom you have agreed per Paragraph 9.a.(1) above to provide in- surance, but only with re- spect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the ven- dor's business, subject to the following additional ex- clusions. 1) The insurance afforded the vendor does not apply to' a) "Bodily injury" or "property damage" for which the ven- dor is obligated to pay damages by reason of the as- sumption of liabil- ity in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the ab- sence of the con- tract or agree- ment; b) Any express war- ranty unauthorized by you, c) Any physical or chemical change in the product made intentionally by the vendor; d) Repackaging, un- less unpacked solely for the pur- pose of inspection, demonstration, testing, or the substitution of parts under in- structions from the manufacturer, and then repackaged in the original container; e) Any failure to make such in- spections, adjust- ments, tests or servicing as the vendor has agreed to make or normally under- takes to make in the usual course of business, in connection with the distribution or sale of the prod- ucts, f) Demonstration, in- stallation, servic- ing or repair op- erations, except such operations performed at the vendor's premises in connection with the sale of the product; g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. 2) This insurance does not apply to any in- sured person or or- ganization: a) From whom you have acquired such products, or any ingredient, part or container, entering into, ac - Includes copyrighted material of Insurance Services Office, Inc , with its permission Page 11 of 15 GA 233 02 07 companying or containing such products, or b) When liability in- cluded within the "products - completed opera- tions hazard" has been excluded under this Cover- age Part with re- spect to such products. (d) Any state or political subdi- vision with which you have agreed per Paragraph 9.a.(1) above to provide in- surance, subject to the fol- lowing additional provision This insurance applies only with respect to the following hazards for which the state or political subdivision has issued a permit in connec- tion with premises you own, rent or control and to which this insurance applies. 1) The existence, mainte- nance, repair, con- struction, erection, or removal of advertising signs, awnings, cano- pies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decora- tions and similar expo- sures, or 2) The construction, erec- tion, or removal of ele- vators; or 3) The ownership, main- tenance, or use of any elevators covered by this insurance. (e) Any state or political subdi- vision with which you have agreed per Paragraph 9.a.(1) above to provide in- surance, subject to the fol- lowing provisions 1) This insurance applies only with respect to op- erations performed by you or on your behalf for which the state or political subdivision has issued a permit. (3) 2) This insurance does not apply to "bodily in- jury", "property dam- age" or "personal and advertising injury" aris- ing out of operations performed for the state or political subdivision. (1) Any person or organization with which you have agreed per Paragraph 9.a.(1) above to provide insurance, but only with respect to li- ability arising out of "your work" performed for that additional insured by you or on your behalf. A person or organization's status as an insured under this provision of this endorsement contin- ues for only the period of time required by the written contract or agreement, but in no event beyond the ex- piration date of this Cover- age Part. If there is no written contract or agree- ment, or if no period of time is required by the written contract or agreement, a person or organization's status as an insured under this endorsement ends when your operations for that insured are completed. Any insurance provided to an additional insured designated under Paragraph 9.a.(2) (a) Subparagraphs (e) and (f) does not apply to 'bodily injury" or "property damage" included within the "prod- ucts -completed operations hazard', Subparagraphs (a), (b), (d), (e) and (f) does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the sole negligence or willful misconduct of the additional insured or their agents, "employees" or any other representative of the additional insured; or (c) Subparagraph (f) does not apply to "bodily injury", "property damage" or "per- sonal and advertising injury' arising out of. 1) Defects in design fur- nished by or on behalf (b) Includes copyrighted material of Insurance Services Office, Inc , with its permission Page 12 of 15 of the additional in- sured; or 2) The rendering of, or failure to render, any professional architec- tural, engineering or surveying services, in- cluding: a) The preparing, approving or fail- ing to prepare or approve maps, shop drawings, opinions, reports, surveys, field or- ders, change or- ders or drawings and specifications; and b) Supervisory, in- spection, archi- tectural or engi- neering activities. 3) "Your work" for which a consolidated (wrap-up) insurance program has been provided by the prime co ntractor-project manager or owner of the construction project in which you are in- volved b. Only with regard to insurance pro- vided to an additional insured desig- nated under Paragraph 9.a.(2) Sub- paragraph (1) above, SECTION III - LIMITS OF INSURANCE is amended to include: The limits applicable to the additional insured are those specified in the written contract or agreement or in the Declarations of this Coverage Part, whichever are less If no limits are specified in the written contract or agreement, or if there is no written contract or agreement, the limits ap- plicable to the additional insured are those specified in the Declarations of this Coverage Part. The limits of in- surance are inclusive of and not in addition to the limits of insurance shown in the Declarations. c. SECTION IV - COMMERCIAL GEN- ERAL LIABILITY CONDITIONS is hereby amended as follows. (1) Condition 5. Other Insurance is amended to include (a) Where required by a written contract or agreement, this insurance is primary and / or noncontributory as re - GA 233 02 07 spects any other insurance policy issued to the addi- tional insured, and such other insurance policy shall be excess and / or noncon- tributing, whichever applies, with this insurance. (b) Any insurance provided by this endorsement shall be primary to other insurance available to the additional insured except: 1) As otherwise provided in SECTION IV - COMMERCIAL GEN- ERAL LIABILITY CONDITIONS, 5. Other Insurance, b. Excess Insurance; or 2) For any other valid and collectible insurance available to the addi- tional insured as an additional insured by attachment of an en- dorsement to another insurance policy that is written on an excess basis. In such case, the coverage provided under this endorse- ment shall also be ex- cess (2) Condition 11. Conformance to Specific Written Contract or Agreement is hereby added. 11. Conformance to Specific Written Contract or Agreement With respect to additional insureds described in Para- graph 9.a.(2)(t) above only. If a written contract or agreement between you and the additional insured specifies that coverage for the additional insured a. Be provided by the In- surance Services Of- fice additional insured form number CG 20 10 or CG 20 37 (where edition specified), or b. Include coverage for completed operations; or c. Include coverage for "your work", and where the limits or cov- erage provided to the addi- Includes copyrighted material of Insurance Services Office, Inc , with its permission Page 13 of 15 tional insured is more re- strictive than was specifi- cally required in that written contract or agreement, the terms of Paragraphs 9.a.(3)(a), 9.a.(3)(b) or 9.b. above, or any combination thereof, shall be interpreted as providing the limits or coverage required by the terms of the written contract or agreement, but only to the extent that such limits or coverage is included within the terms of the Coverage Part to which this endorse- ment is attached If, how- ever, the written contract or agreement specifies the In- surance Services Office additional insured form number CG 20 10 but does not specify which edition, or specifies an edition that does not exist, Paragraphs 9.a.(3)(a) and 9.a.(3)(b) of this endorsement shall not apply and Paragraph 9.b. of this endorsement shall ap- ply. 10. Broadened Contractual Liability - Work Within 50' of Railroad Property It is hereby agreed that Paragraph f.(1) of Definition 12. "Insured contract" (SEC- TION SEGTION V - DEFINITIONS) is deleted. 11. Property Damage to Borrowed Equip- ment a. The following is hereby added to Ex- clusion j. Damage to Property of Paragraph 2., Exclusions of SEC- TION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY Paragraphs (3) and (4) of this exclu- sion do not apply to tools or equip- ment loaned to you, provided they are not being used to perform opera- tions at the time of loss b. With respect to the insurance pro- vided by this section of the en- dorsement, the following additional provisions apply - (1) The Limits of insurance shown in the Declarations are replaced by the limits designated in Sec- tion B. Limits of Insurance, 11. of this endorsement with respect to coverage provided by this endorsement. These limits are inclusive of and not in addition to the limits being replaced. The Limits of Insurance shown in Section B. Limits of Insurance, GA 233 02 07 11. of this endorsement fix the most we will pay in any one "oc- currence" regardless of the number of - (a) Insureds, (b) Claims made or "suits" brought, or Persons or organizations making claims or bring "suits" (c) (2) Deductible Clause (a) Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible amount stated in Section B. Limits of Insur- ance, 11. of this endorse- ment. The limits of insur- ance will not be reduced by the application of such De- ductible amount. (b) Condition 2. Duties in the Event of Occurrence, Of- fense, Claim or Suit, ap- plies to each claim or "suit" irrespective of the amount. (c) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 12. Employees as Insureds - Specified Health Care Services It is hereby agreed that Paragraph 2.a.(1)(d) of SECTION 11 - WHO IS AN INSURED, does not apply to your "em- ployees" who provide professional health care services on your behalf as duly li- censed: a. Nurses, b. Emergency Medical Technicians, or c. Paramedics, in the jurisdiction where an "occurrence" or offense to which this insurance applies takes place. 13. Broadened Notice of Occurrence Paragraph a. of Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit (SECTION IV - COMMER- CIAL GENERAL LIABILITY CONDI- Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 14 of 15 TIONS) is hereby deleted and replaced by the following. a. You must see to it that we are noti- fied as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, notice should include (1) How, when and where the "oc- currence" or offense took place, GA 233 02 07 (2) The names and addresses of any injured persons and wit- nesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense This requirement applies only when the "occurrence" or offense is known to an "authorized representative" Includes copyrighted material of Insurance Services Office, Inc , with its permission. Page 15 of 15 SCHEDULE OF WORKING HOURS In accordance with SECTION 1-08.0(2) HOURS OF WORK (May 25, 2006 APWA GSP), 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 (May 25, 2006 APWA GSP) as modified by the Special Provisions Overtime hours are defined as any hours in excess of or outside of the above normal straight time working hours when the Contractor and/or his subcontractors are on the project site performing work. I hereby certify that my subcontractors have been notified of the normal straight time working hours provisions of this project and understand that Engineer/Contracting Agency costs for overtime hours will be deducted from amounts due to me for work performed on the project. CGMYG — E>Cx kux' 1 nC Contractor Signature Date G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 4-6 SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS .G \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this Contract will be performed as determined by the Industrial Statistician of the Department of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor", all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRACTOR and each sub- contractor 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\2009\09041\PHASE 2\09041 Spec.docx 5-2 Page 1 of 16 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 8/30/2010 County Trade Job Classification Wage Holiday overtime Notel Yakima Asbestos Abatement Workers Journey Level $17.83 1 Yakima Asbestos Abatement Workers Journey Level $17.83 1 p Yakima Boilermakers Journey Level $35.48 1 Yakima Brick Mason Journey Level $38.62 5A 1M Yakima Building Service Employees Janitor $8.55 1 Yakima Building Service Employees Shampooer $11.14 1 Yakima Building Service Employees Waxer $8.55 1 Yakima Building Service Employees Window Cleaner $9.14 1 Yakima Cabinet Makers (In Shop) Journey Level $19.24 1 Yakima Carpenters Acoustical Worker $37.22 5D 1M Yakima Carpenters Bridge, Dock And Warf Carpenters $47.36 5D 1M Yakima Carpenters Carpenter $37.22 5D 1M Yakima Carpenters Creosoted Material $37.22 5D 1M Yakima Carpenters Drywall Applicator $37.22 5D 1M Yakima Carpenters Floor Finisher $37.22 5D 1M Yakima Carpenters Floor Layer $37.22 5D 1M Yakima Carpenters Floor Sander $37.22 5D 1M Yakima Carpenters Millwright $48.36 5D 1M Yakima Carpenters Piledrivers, Driving, Pulling, Placing Collars And Welding $47.56 5D 1M Yakima Carpenters Sawfiler $37.22 5D 1M Yakima Carpenters Shingler $37.22 5D 1M Yakima Carpenters Stationary Power Saw Operator $37.22 5D 1M Yakima Carpenters Stationary Woodworking Tools $37.22 5D 1M Yakima Cement Masons Journey Level $35.30 5D 1N Yakima Divers Et Tenders Diver $100.28 5D 1M 8A I Yakima Divers 8 Tenders Diver On Standby $56.68 5D 1M https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 Page 2 of 16 Yakima Divers Et Tenders Diver Tender $52.23 5D 1M Yakima Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M Yakima Divers 8 Tenders Surface Rcv a Rov Operator Tender $48.85 5A 1B Yakima Dredge Workers Assistant Engineer $49.57 5D 1T 8L Yakima Dredge Workers Assistant Mate (deckhand) $49.06 5D 1T 8L Yakima Dredge Workers Boatmen $49.57 5D 1T 8L 'Yakima Dredge Workers Engineer Welder $49.62 5D 1T 8L Yakima Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L Yakima Dredge Workers Maintenance $49.06 5D 1T 81. L iYakima Dredge Workers Mates $49.57 5D 1T 8L Yakima Dredge Workers Oiler $49.19 5D 1T 8L 'Yakima Drywall Tapers Journey Level $31.71 5A 1P f Yakima Electrical Fixture Maintenance Journey Level $43.32 1 Workers Yakima Electricians - Inside Cable Splicer $51.64 5A 1E Yakima Electricians - Inside Journey Level $49.84 5A 1E Yakima Electricians Inside Welder $53.44 5A 1E !Yakima Electricians - Motor Shop Craftsman $15.37 6C 2A ;Yakima Electricians - Motor Shop Journey Level $14.69 6C 2A r Yakima g Electricians - Powerline Cable Splicer $59.79 5A 4A Construction i Yakima Electricians - Powerline Certified Line Welder $54.59 5A 4A Construction Yakima Electricians - Powerline Groundperson $39.07 5A 4A Construction t iYakima Electricians - Powerline Head Groundperson $41.22 5A 4A Construction Yakima Electricians - Powerline Heavy Line Equipment Operator $54.59 5A 4A Construction Yakima Electricians - Powerline Jackhammer Operator $41.22 5A 4A Construction Yakima Electricians - Powerline Journey Level Lineperson $54.59 5A 4A Construction Yakima Electricians - Powerline Line Equipment Operator $46.32 5A 4A Construction Yakima Electricians - Powerline Pole Sprayer $54.59 5A 4A Construction Yakima Electricians - Powerline Powderperson $41.22 5A 4A Construction 'Yakima i Electronic Technicians Electronic Technicians Journey Level $23.40 1 Yakima Elevator Constructors Mechanic $67.91 D. 4A Yakima Elevator Constructors Mechanic In Charge $73.87 D. 4A 'Yakima t t Fabricated Precast Concrete Craftsman $8.72 1 Products 'Yakima t Fabricated Precast Concrete Laborer $8.55 1 Products https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Page 3of16 Yakima Fence Erectors Fence Erector $13.79 1 Yakima Rapers Journey Level $24.62 1 Yakima Flaeeers Journey Level $24.62 1 Yakima Glaziers Journey Level $22.43 61 16 Yakima Glaziers Journey Level $22.43 61 16 Yakima Heat a Frost Insulators And Mechanic $25.32 1 Asbestos Workers Yakima Heating Equipment Mechanics Mechanic $34.85 5A 1X Yakima Heating Equipment Mechanics Mechanic $34.85 5A 1X Yakima Hod Carriers Et Mason Tenders Journey Level $32.55 5D 1H Yakima Industrial Engine And Machine Mechanic $15.65 1 Mechanics Yakima Industrial Power Vacuum Journey Level $9.24 1 Cleaner !Yakima Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer Operator $9.73 1 Sewer Et Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer a Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Head Operator $12.78 1 Sewer & Water Systems By Remote Control Yakima Inspection/Cleaning/Sealing Of Technician $8.55 1 Sewer Et Water Systems By Remote Control Yakima I Inspection/Cleaning/Sealing Of Tv Truck Operator $10.53 1 Sewer Et Water Systems By Remote Control Yakima Insulation Applicators Journey Level $32.91 1 Yakima Ironworkers Journey Level $48.72 5A 10 Yakima Ironworkers Journey Level $48.72 5A 10 Yakima Laborers Asphalt Raker $32.55 5D 1H Yakima Laborers Ballast Regulator Machine $31.61 5D 1H Yakima Laborers Batch Weighman $29.65 5D 1H Yakima Laborers Brush Cutter $31.61 5D 1H Yakima Laborers Brush Hog Feeder $31.61 5D 1H Yakima Laborers Burners $31.61 5D 1H Yakima Laborers Carpenter Tender $31.61 5D 1H Yakima Laborers Cassion Worker $32.55 5D 1H Yakima Laborers Cement Dumper/paving $32.16 5D 1H Yakima Laborers Cement Finisher Tender $31.61 5D 111 Yakima Laborers Change -house Man Or Dry Shackman $31.61 5D 1H l a I Yakima Laborers Chipping Gun (over 30 Lbs) $32.16 5D 1H Yakima Laborers Chipping Gun (under 30 Lbs) $31.61 5D 1H Yakima Laborers Choker Setter $31.61 5D 1H https://fortress.wa.gov/lni/wagelookup/pniWageloolcup.aspx 8/30/2010 Page 4of16 Yakima Laborers Chuck Tender $31.61 5D 1H Yakima Laborers Clean-up Laborer $31.61 5D 1H Yakima Laborers Concrete Dumper/chute Operator $32.16 5D 1H Yakima Laborers Concrete Form Stripper $31.61 5D 1H Yakima Laborers Concrete Saw Operator $32.16 5D 1H Yakima Laborers Crusher Feeder $29.65 5D 1H .Yakima Laborers Curing Laborer $31.61 5D 11-1 Yakima Laborers Demolition, Wrecking Et Moving (including Charred Materials) $31.61 5D 1H Yakima Laborers Ditch Digger $31.61 5D 1H Yakima Laborers Diver $32.55 5D 1H Yakima Laborers Drill Operator (hydraulic, Diamond) $32.16 5D 1H Yakima Laborers Drill Operator, Airtrac $32.55 5D 1H Yakima Laborers Dum man p $31.61 5D 11-1 Yakima Laborers Epoxy Technician $31.61 5D 1H ,Yakima Laborers Erosion Control Worker $31.61 5D 1H Yakima Laborers Faller/bucker, Chain Saw $32.16 5D 1H Yakima Laborers Final Detail Cleanup (i.e., Dusting, Vacuuming, Window Cleaning; Not Construction Debris Cleanup) $27.02 5D 1H Yakima Laborers Fine Graders $31.61 5D 1H Yakima Laborers Fire Watch $29.65 5D 1H Yakima Laborers Form Setter $31.61 5D 1H Yakima Laborers Gabion Basket Builder $31.61 5D 1H Yakima Laborers General Laborer $31.61 5D 1H :Yakima Laborers Grade Checker Et Transit Person $32.55 5D 1H Yakima Laborers Grinders $31.61 5D 1H Yakima Laborers Grout Machine Tender $31.61 5D 1H Yakima Laborers Guardrail Erector $31.61 5D 1H Yakima Laborers Hazardous Waste Worker Levet A $32.55 5D 1H Yakima Laborers Hazardous Waste Worker Level B $32.16 5D 1H Yakima Laborers Hazardous Waste Worker Level C $31.61 5D 1H Yakima Laborers High Scaler $32.55 5D 1H Yakima Laborers Hod Carrier $32.55 5D 1H Yakima Laborers Jackhammer $32.16 5D - 1H - i Yakima Laborers Laser Beam Operator $32.16 5D 1H Yakima Laborers Manhole Builder-mudman $32.16 5D 1H Yakima Laborers Material Yardman $31.61 5D 1H Yakima Laborers Miner $32.55 5D 1H https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 Page 5 of 16 a Yakima Laborers Nozzleman, Concrete Pump, Green Cutter When Using High Pressure Air Et Water On Concrete a Rock, Sandblast, Gunite, Shotcrete, Water Blaster $32.16 5D 1H Yakima Laborers Pavement Breaker $32.16 5D 1H Yakima Laborers Pilot Car $29.65 5D 1H Yakima Laborers Pipe Pot Tender $32.16 5D 1H Yakima Laborers Pipe Reliner (not Insert Type) $32.16 5D 1H Yakima Laborers Pipelayer £t Caulker $32.16 5D 1H Yakima Laborers Pipelayer Et Caulker (lead) $32.55 5D 1H Yakima Laborers Pipewrapper $32.16 5D 1H Yakima Laborers Pot Tender $31.61 5D 1H Yakima Laborers Powderman $32.55 5D 1H Yakima Laborers Powderman Helper $31.61 5D 1H Yakima Laborers Powerjacks $32.16 5D 1H Yakima Laborers Railroad Spike Puller (power) $32.16 5D 1H Yakima Laborers Re-timberman $32.55 5D 1H Yakima Laborers Riprap Man $31.61 5D 1H Yakima Laborers Rodder $32.16 5D 111 Yakima Laborers Scaffold Erector $31.61 5D 1H Yakima Laborers Scale Person $31.61 5D 1H Yakima Laborers Signalman $31.61 5D 1H Yakima Laborers Sloper (over 20") $32.16 5D 1H Yakima Laborers Sloper Sprayman $31.61 5D 1H Yakima Laborers Spreader (clary Power Or Similar Types) $32.16 5D 1H Yakima Laborers Spreader (concrete) $32.16 5D 1 H Yakima Laborers Stake Hopper $31.61 5D 1H Yakima Laborers Stockpiler $31.61 5D 11-1 Yakima Laborers Tamper Et Similar Electric, Air Et Gas $32.16 5D 1H Yakima Laborers Tamper (multiple 8 Self Propelled) $32.16 5D 1H Yakima Laborers Toolroom Man (at Job Site) $31.61 5D 1H Yakima Laborers Topper-tailer $31.61 5D 1H Yakima Laborers Track Laborer $31.61 5D 1H Yakima Laborers Track Liner (power) $32.16 5D 1H Yakima Laborers Truck Spotter $31.61 5D 1H Yakima Laborers Tugger Operator $32.16 5D 1H Yakima Laborers Vibrating Screed (air, Gas, Or Electric) $31.61 5D 1H Yakima Laborers Vibrator $32.16 5D 1H Yakima Laborers Vinyl Seamer $31.61 5D 1H Yakima Laborers Welder $31.61 5D 1H https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 Page 6 of 16 Yakima Laborers Well -point Laborer $32.16 5D 1H Yakima Laborers - Underground Sewer General Laborer a Topman $31.61 5D 1H Et Water Yakima Laborers - Underground Sewer Pipe Layer $32.16 5D 1H Et Water 0 ;Yakima Landscape Construction Irrigation Or Lawn Sprinkler Installers $9.00 1 Yakima c Landscape Construction Landscape Equipment Operators Or Truck Drivers $15.45 1 1Yakima Landscape Construction Landscaping Or Planting Laborers $9.00 1 Yakima Lathers Journey Level $37.22 5D 1M Yakima Marble Setters Journey Level $38.62 5A 1M Yakima Metal Fabrication (In Shop) Fitter $12.00 1 (Yakima Metal Fabrication (In Shop) Laborer $10.31 1 Yakima Metal Fabrication (In Shop) Machine Operator $11.32 1 Yakima Metal Fabrication (In Shop) Painter $12.00 1 iYakima Metal Fabrication (In Shop) Welder $11.32 1 Yakima Modular Buildings Journey Level $14.11 1 Yakima Painters Journey Level $28.12 6Z 1W Yakima Plasterers Journey Level $46.63 5B 1R Yakima Playground Et Park Equipment Journey Level $8.55 1 Installers Yakima Plumbers a Pipefitters Journey Level $30.69 1 Yakima Power Equipment Operators Asphalt Plant Operator $50.39 5D 1T 8P ;Yakima Power Equipment Operators Assistant Engineers $47.12 5D 1T 8P Yakima Power Equipment Operators Backhoe, Excavator Shovel, Over 50 Metric Tons To 90 Metric Tons $50.94 5D 1T 8P Yakima i Power Equipment Operators Backhoe, Excavator Shovel, Over 90 Metric Tons $51.51 5D 1T 8P Yakima Power Equipment Operators Backhoe, Excavator, Shovel, Over 30 Metric Tons To 50 Metric Tons $50.39 5D 1T 8P Yakima Power Equipment Operators Backhoe, Excavator, Shovel, Tractors Under 15 Metric Tons $49.48 5D 1T 8P Yakima Power Equipment Operators Backhoe, Excavator, Shovel, Tractors: 15 To 30 Metric Tons $49.90 5D 1T 8P IYakima Power Equipment Operators Barrier Machine (zipper) $49.90 5D 1T 8P s Yakima Power Equipment Operators Batch Plant Operator, Concrete $49.90 5D 1T 8P Yakima Power Equipment Operators Belt Loaders (elevating Type) $49.48 5D 1T 8P !Yakima Power Equipment Operators Bobcat (skid Steer) $47.12 5D 1T 8P !Yakima Power Equipment Operators Brokk-remote Demolition Equipment $47.12 5D 1T 8P Yakima Power Equipment Operators Brooms $47.12 5D 1T 8P Yakima Power Equipment Operators Bump Cutter $49.90 5D 1T 8P Yakima Power Equipment Operators Cableways $50.39 5D 1T 8P https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Page 7 of 16 /Yakima Power Equipment Operators Chipper $49.90 5D 1T 8P 'Yakima Power Equipment Operators Compressors $47.12 5D 1T 8P Yakima Power Equipment Operators Concrete Finish Machine - Laser Screed $47.12 5D 1T 8P Yakima Power Equipment Operators Concrete Pump -truck Mount With Boom Attachment $49.90 5D 1T 8P .Yakima sMeters Power Equipment Operators Concrete Pump -truck Mount With Boom Attachment Over 42 $50.39 5D 1T 8P Yakima Power Equipment Operators Concrete Pumps $49.48 5D 1T 8P Yakima Power Equipment Operators Conveyors $49.48 5D 1T 8P Yakima i Power Equipment Operators Crane, Friction 100 Tons Through 199 Tons $51.51 5D 1T 8P 'Yakima Power Equipment Operators Crane, Friction Over 200 Tons $52.07 5D 1T 8P Yakima Power Equipment Operators Cranes, Thru 19 Tons, With Attachments $49.48 5D 1T 8P Yakima Power Equipment Operators Cranes, 20 - 44 Tons, With Attachments $49.90 5D 1T 8P Yakima Power Equipment Operators Cranes, 45 Tons - 99 Tons, Under 150 Ft Of Boom (including Jib With Atachments) $50.39 5D 1T 8P Yakima Power Equipment Operators Cranes, 100 Tons - 199 Tons, Or 150 Ft Of Boom (including Jib With Attachments) $50.94 5D 1T 8P Yakima Power Equipment Operators Cranes, 200 Tons To 300 Tons, Or 250 Ft Of Boom (including Jib With Attachments) $51.51 5D 1T 8P iYakima g Power Equipment Operators Cranes, A -frame, 10 Ton And Under $47.12 5D 1T 8P Yakima Power Equipment Operators Cranes, A -frame, Over 10 Ton $49.48 5D 1T 8P 1 Yakima Power Equipment Operators Cranes, Over 300 Tons, Or 300' Of Boom Including Jib With Attachments $52.07 5D 1T 8P 'Yakima 9 Power Equipment Operators Cranes, Overhead, Bridge Type (20 - 44 Tons) $49.90 5D 1T 8P 1 'Yakima Power Equipment Operators Cranes, Overhead, Bridge Type ( 45 - 99 Tons) $50.39 5D 1T 8P Yakima Power Equipment Operators Cranes, Overhead, Bridge Type (100 Tons Et Over) $50.94 5D 1T 8P / Yakima Power Equipment Operators Cranes, Tower Crane Up To 175' In Height, Base To Boom $50.94 5D 1T jp 8P Yakima Power Equipment Operators Cranes, Tower Crane Over 175' In Height, Base To Boom $51.51 5D 1T 8P Yakima Power Equipment Operators Crushers $49.90 5D 1T 8P Yakima Power Equipment Operators Deck Engineer/deck Winches (power) $49.90 5D 1T 8P i Yakima Power Equipment Operators Derrick, Building $50.39 5D 1T 8P Yakima Power Equipment Operators Dozer, Quad 9, D-10, And Hd- 41 $50.39 5D 1T 8P https://fortress.wa.gov/lni/wagelookup/pryWageloolcup.aspx 8/30/2010 Page 8 of 16 Yakima Power Equipment Operators Dozers, D-9 Et Under $49.48 5D 1T 8P Yakima Power Equipment Operators Drill Oilers - Auger Type, Truck Or Crane Mount $49.48 5D -1T 8P Yakima Power Equipment Operators Drilling Machine $49.90 5D 1T 8P Yakima Power Equipment Operators Elevator And Manlift, Permanent And Shaft -type $47.12 5D 1T 8P Yakima Power Equipment Operators Equipment Service Engineer (oiler) $49.48 5D 1T 8P Yakima Power Equipment Operators Finishing Machine/bidwell Gamaco And Similar Equip $49.90 5D 1T 8P Yakima Power Equipment Operators Fork Lifts, (3000 Lbs And Over) $49.48 5D 1T 8P • !Yakima Power Equipment Operators Fork Lifts, (under 3000 Lbs) $47.12 5D 1T 8P iYakima Power Equipment Operators Grade Engineer $49.90 5D 1T 8P Yakima Power Equipment Operators Gradechecker And Stakeman $47.12 5D 1T 8P ;Yakima Power Equipment Operators Guardrail Punch $49.90 5D 1T 8P 1Yakima Power Equipment Operators Hoists, Outside (elevators And Manlifts), Air Tuggers $49.48 5D 1T 8P Yakima Power Equipment Operators Horizontal/directional Drill Locator $49.48 5D 1T 8P Yakima Power Equipment Operators Horizontal/directional Drill Operator $49.90 5D 1T 8P Yakima Power Equipment Operators Hydralifts/boom Trucks (10 Ton Et Under) $47.12 5D 1T 8P Yakima Power Equipment Operators Hydralifts/boom Trucks (over 10 Ton) $49.48 5D 11- 8P ;Yakima Power Equipment Operators Loaders, Overhead (6 Yd Up To 8 Yd) $50.39 5D 1T 8P s Yakima Power Equipment Operators Loaders, Overhead (8 Yd Et Over) $50.94 5D 1T 8P !Yakima Power Equipment Operators Loaders, Overhead (under 6 Yd), Plant Feed $49.90 5D 1T 8P Yakima Power Equipment Operators Locomotives, All $49.90 5D 1T 8P IYakima Power Equipment Operators Mechanics, All $50.94 5D 1T ti 8P Yakima Power Equipment Operators Mixers, Asphalt Plant $49.90 5D 1T 8P /Yakima Power Equipment Operators Motor Patrol Grader (finishing) $50.39 5D 1T 8P Yakima Power Equipment Operators Motor Patrol Grader (non- finishing) $49.48 5D 1T 8P Yakima 1 Power Equipment Operators Mucking Machine, Mole, Tunnel Drill And/or Shield $50.39 5D 1T 8P t, Yakima Power Equipment Operators Oil Distributors, Blower Distribution And Mulch Seeding Operator $47.12 5D 11- 8P ;Yakima Power Equipment Operators Pavement Breaker $47.12 5D 1T 8P jYakima i Power Equipment Operators Piledriver (other Than Crane Mount) $49.90 5D 1T 8P Yakima Power Equipment Operators Plant Oiler (asphalt, Crusher) $49.48 5D 1T 8P Yakima Power Equipment Operators Posthole Digger, Mechanical $47.12 5D 1T 8P 1Yakima Power Equipment Operators Power Plant $47.12 5D 1T 8P } https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 1 1 1 s 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 Page 9 of 16 gYakima Power Equipment Operators Pumps, Water $47.12 5D 1T 8P Yakima Power Equipment Operators Quick Tower -no Cab, Under 100 Feet In Height Based To Boom $47.12 5D 1T 8P Yakima Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equip $50.39 5D 1T 8P Yakima Power Equipment Operators Rigger And Bellman $47.12 5D 1T 8P Yakima Power Equipment Operators Rollagon $50.39 5D 1T 8P Yakima Power Equipment Operators Roller, Other Than Plant Road Mix $47.12 5D 1T 8P Yakima Power Equipment Operators Rollers, Plantmix Or Multilift Materials $49.48 5D 1T 8P Yakima Power Equipment Operators Roto -mill, Roto -grinder $49.90 5D 1T 8P Yakima Power Equipment Operators Saws, Concrete $49.48 5D 1T 8P Yakima Power Equipment Operators Scraper -self Propelled, Hard- tail End Dump, Articulating Off-road Equipment (under 45 Yards) $49.90 5D 1T 8P Yakima Power Equipment Operators Scrapers - Self Propelled, Hard Tail End Dump, Articulating Off-road Equipment (45 Yd And Over) $50.39 5D 1T 8P Yakima Power Equipment Operators Scrapers, Concrete And Carry All $49.48 5D 1T 8P Yakima Power Equipment Operators Shotcrete Gunite $47.12 5D 1T 8P i Yakima Power Equipment Operators Slipform Pavers $50.39 5D 11- 8P Yakima Power Equipment Operators Spreader, Topsider Et Screedman $50.39 5D 1T 1 8P I Yakima Power Equipment Operators Subgrade Trimmer $49.90 5D 1T 8P Yakima Power Equipment Operators Tower Bucket Elevators $49.48 5D 1T 8P Yakima Power Equipment Operators Tractors, (75 Hp Et Under) $49.48 5D 1T 8P Yakima Power Equipment Operators Tractors, (over 75 Hp) $49.90 5D 1T 8P Yakima Power Equipment Operators Transfer Material Service Machine $49.90 5D 1T 8P Yakima Power Equipment Operators Transporters, All Track Or Truck Type $50.39 5D 1T 8P 1 Yakima Power Equipment Operators Trenching Machines $49.48 5D 1T 8P Yakima Power Equipment Operators Truck Crane Oiler/driver ( Under 100 Ton) $49.48 5D 1T i 8P t Yakima Power Equipment Operators Truck Crane Oiler/driver (100 Ton Et Over) $49.90 5D 1T 8P Yakima Power Equipment Operators Truck Mount Portable Conveyer $49.90 5D 1T 8P Yakima Power Equipment Operators Welder $50.39 5D 1T 8P Yakima Power Equipment Operators Wheel Tractors, Farman Type $47.12 5D 1T l 8P Yakima Power Equipment Operators Yo Yo Pay Dozer $49.90 5D 1T 8P Yakima Power Equipment Operators- Asphalt Plant Operator $50.39 5D 1T 8P Underground Sewer Et Water https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 Page 10 of 16 Yakima Power Equipment Operators- Assistant Engineers $47.12 5D 1T 8P Underground Sewer Et Water F Yakima Power Equipment Operators- Backhoe, Excavator Shovel, Over 50 Metric Tons To 90 Metric Tons $50.94 5D 1T 8P Underground Sewer & Water Yakima a Power Equipment Operators- Backhoe, Excavator Shovel, Over 90 Metric Tons $51.51 5D 1T 8P Underground Sewer Et Water ?Yakima s Power Equipment Operators- Backhoe, Excavator, Shovel, Over 30 Metric Tons To 50 Metric Tons $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Backhoe, Excavator, Shovel, Tractors Under 15 Metric Tons $49.48 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Backhoe, Excavator, Shovel, Tractors: 15 To 30 Metric Tons $49.90 5D 1T 8P Underground Sewer Et Water !Yakima Power Equipment Operators- Barrier Machine (zipper) $49.90 5D 1T 1 8P ; Underground Sewer &t Water Yakima Power Equipment Operators- Batch Plant Operator, Concrete $49.90 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Belt Loaders (elevating Type) $49.48 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Bobcat (skid Steer) $47.12 5D 1T 8P { Underground Sewer Et Water Yakima Power Equipment Operators- Brokk-remote Demolition Equipment $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Brooms $47.12 5D 1T 8P Underground Sewer & Water Yakima 9 Power Equipment Operators- Bump Cutter $49.90 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cableways $50.39 5D 1T 8P Underground Sewer &t Water 1Yakima 4 Power Equipment Operators- Chipper $49.90 5D 1T 8P Underground Sewer Et Water Yakima I Power Equipment Operators- Compressors $47.12 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Concrete Finish Machine - Laser Screed $47.12 5D 1T 8P Underground Sewer Et Water !Yakima a Power Equipment Operators- Concrete Pump -truck Mount With Boom Attachment $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pump -truck Mount With Boom Attachment Over 42 Meters $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Concrete Pumps $49.48 5D 1T 8P Underground Sewer & Water ?Yakima Power Equipment Operators- Conveyors $49.48 5D 1T 8P ;± Underground Sewer & Water Yakima Power Equipment Operators- Crane, Friction 100 Tons Through 199 Tons $51.51 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Crane, Friction Over 200 Tons $52.07 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes, Thru 19 Tons, With $49.48 5D 1T 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 8/30/2010 1 t 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i 1 1 1 1 1 1 Page 11 of 16 https://fortress.wa.gov/lni/wagelookup/pniWageloolcup.aspx 8/30/2010 Underground Sewer Et Water Attachments Yakima Power Equipment Operators- Cranes, 20 - 44 Tons, With Attachments $49.90 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes, 45 Tons - 99 Tons, Under 150 Ft Of Boom (including Jib With Atachments) $50.39 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes, 100 Tons - 199 Tons, Or 150 Ft Of Boom (including Jib With Attachments) $50.94 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Cranes, 200 Tons To 300 Tons, Or 250 Ft Of Boom (including Jib With Attachments) $51.51 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes, A -frame, 10 Ton And Under $47.12 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Cranes, A -frame, Over 10 Ton $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes, Over 300 Tons, Or 300' Of Boom Including Jib With Attachments $52.07 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes, Overhead, Bridge Type (20 - 44 Tons) $49.90 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes, Overhead, Bridge Type (45 - 99 Tons) $50.39 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes, Overhead, Bridge Type (100 Tons Et Over) $50.94 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Cranes, Tower Crane Up To 175' In Height, Base To Boom $50.94 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Cranes, Tower Crane Over 175' In Height, Base To Boom $51.51 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Crushers $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Deck Engineer/deck Winches (power) $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Derrick, Building $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Dozer, Quad 9, D-10, And Hd- 41 $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Dozers, D-9 & Under $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Drill Oilers - Auger Type, Truck Or Crane Mount $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Drilling Machine $49.90 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Elevator And Manlift, Permanent And Shaft -type $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Equipment Service Engineer (oiler) $49.48 5D 1T 8P 1 Underground Sewer a Water Yakima Power Equipment Operators- Finishing Machine/bidwell Gamaco And Similar Equip $49.90 5D 1T 8P Underground Sewer a Water https://fortress.wa.gov/lni/wagelookup/pniWageloolcup.aspx 8/30/2010 Page 12of16 Yakima t Power Equipment Operators- Fork Lifts, (3000 Lbs And Over) $49.48 5D 1T 8P Underground Sewer & Water L iYakima t Power Equipment Operators- Fork Lifts, (under 3000 Lbs) $47.12 5D 1T 8P 1 Underground Sewer & Water Yakima Power Equipment Operators- Grade Engineer $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Gradechecker And Stakeman $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Guardrail Punch $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Hoists, Outside (elevators And Manlifts), Air Tuggers $49.48 5D 1T 8P Underground Sewer & Water 1Yakima 1 Power Equipment Operators- Horizontal/directional Drill Locator $49.48 5D 1T 8P Underground Sewer & Water !Yakima Power Equipment Operators- Horizontal/directional Drill Operator $49.90 5D 1T 8P Underground Sewer & Water Yakima } Power Equipment Operators- Hydralifts/boom Trucks (10 Ton & Under) $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Hydralifts/boom Trucks (over 10 Ton) $49.48 5D 1T 8P Underground Sewer & Water IYakima Power Equipment Operators- Loaders, Overhead (6 Yd Up To 8 Yd) $50.39 5D 1T 8P Underground Sewer & Water IYakima 1 Power Equipment Operators- Loaders, Overhead (8 Yd & Over) $50.94 5D 1T 8P Underground Sewer & Water iYakima Power Equipment Operators- Loaders, Overhead (under 6 Yd), Plant Feed $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Locomotives, All $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Mechanics, Alt $50.94 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Mixers, Asphalt Plant $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Motor Patrol Grader (finishing) $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Motor Patrol Grader (non- finishing) $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill And/or Shield $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Oil Distributors, Blower Distribution And Mulch Seeding Operator $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Pavement Breaker $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Piledriver (other Than Crane Mount) $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Plant Oiler (asphalt, Crusher) $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Posthole Digger, Mechanical $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Power Plant $47.12 5D 1T 8P https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx 8/30/2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 Page 13 of 16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 8/30/2010 Underground Sewer & Water Yakima Power Equipment Operators- Pumps, Water $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Quick Tower -no Cab, Under 100 Feet In Height Based To Boom $47.12 5D 1T 8P 1 Underground Sewer a Water Yakima Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equip $50.39 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Rigger And Bellman $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Rollagon $50.39 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Roller, Other Than Plant Road Mix $47.12 5D 1T 813 Underground Sewer a Water Yakima Power Equipment Operators- Rollers, Plantmix Or Multilift Materials $49.48 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Roto -mill, Roto -grinder $49.90 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Saws, Concrete $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Scraper -self Propelled, Hard- tail End Dump, Articulating Off-road Equipment (under 45 Yards) $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Scrapers - Self Propelled, Hard Tail End Dump, Articulating Off-road Equipment (45 Yd And Over) $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Scrapers, Concrete And Carry All $49.48 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Shotcrete Gunite $47.12 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Slipform Pavers $50.39 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Spreader, Topsider & Screedman $50.39 5D 11- 8P Underground Sewer & Water Yakima Power Equipment Operators- Subgrade Trimmer $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Tower Bucket Elevators $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Tractors, (75 Hp & Under) $49.48 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Tractors, (over 75 Hp) $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Transfer Material Service Machine $49.90 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Transporters, All Track Or Truck Type $50.39 5D 1T 8P Underground Sewer & Water Yakima Power Equipment Operators- Trenching Machines $49.48 5D 1T 8P Underground Sewer & Water https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 8/30/2010 Page 14 of 16 [Yakima Power Equipment Operators- Truck Crane Oiler/driver ( Under 100 Ton) $49.48 5D 1T 8P Underground Sewer a Water Yakima Power Equipment Operators- Truck Crane Oiler/driver (100 Ton a Over) $49.90 5D 1T 8P Underground Sewer 8 Water Yakima Power Equipment Operators- Truck Mount Portable Conveyer $49.90 5D 1T 8P Underground Sewer Et Water Yakima E Power Equipment Operators- Welder $50.39 5D 1T 8P , ` Underground Sewer Et Water /Yakima Power Equipment Operators- Wheel Tractors, Farman Type $47.12 5D 1T 8P Underground Sewer Et Water Yakima Power Equipment Operators- Yo Yo Pay Dozer $49.90 5D 1T 8P Underground Sewer Et Water !Yakima r Power Line Clearance Tree Journey Level In Charge $40.79 5A 4A Trimmers Yakima Power Line Clearance Tree Spray Person $38.73 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Equipment Operator $39.25 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Trimmer $36.50 5A 4A Trimmers Yakima Power Line Clearance Tree Tree Trimmer Groundperson $27.55 5A 4A fl Trimmers !Yakima I Refrigeration Et Air Mechanic $28.11 - 1 Conditioning Mechanics 'Yakima Refrigeration a Air Mechanic $28.11 1 Conditioning Mechanics !Yakima Residential Brick Mason Journey Level $29.00 1 !Yakima Residential Brick Mason Journey Level $29.00 1 Yakima Residential Carpenters Journey Level $14.58 1 Yakima Residential Cement Masons Journey Level $11.86 1 1Yakima Residential Drywall Tapers Journey Level $17.00 1 Yakima Residential Electricians Journey Level $21.98 _ 1 1Yakima Residential Glaziers Journey Level $22.43 61 1B Yakima Residential Insulation Journey Levet $10.00 1 Applicators -Yakima Residential Laborers Journey Level $11.02 _ 1 Yakima Residential Laborers Journey Level $11.02 _ 1 !Yakima Residential Marble Setters Journey Level $29.00 1 Yakima Residential Marble Setters Journey Level $29.00 _ 1 Yakima Residential Painters Journey Level $16.32 _ 1 Yakima Residential Plumbers a Journey Level $20.55 - 1 Pipefitters Yakima Residential Refrigeration Et Air Journey Level $28.11 1 Conditioning Mechanics Yakima Residential Refrigeration Et Air Journey Level $28.11 - 1 Conditioning Mechanics. ;Yakima Residential Sheet Metal Journey Level (field Or Shop) $34.85 5A 1X Workers 6 7 https://fortress.wa.gov/lni/wagelookup/pniWagelookup.aspx 8/30/2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Yakima Yakima Residential Soft Floor Layers Journey Level $17.55 Page 15 of 16 Residential Sprinkler Fitters (Fire Protection) Journey Level $8.55 Yakima Yakima Yakima Yakima Residential Stone Masons Journey Level $16.00 Residential Stone Masons Journey Level $16.00 Residential Terrazzo Workers Journey Level $8.55 Residential Terrazzo/Tile Finishers Journey Level $17.00 Yakima Yakima Yakima Yakima Yakima Yakima Yakima Yakima Yakima Yakima Residential Tile Setters Journey Level $16.78 Residential Tile Setters Journey Level $16.78 Roofers Journey Level $12.00 Roofers Journey Level $12.00 Sheet Metal Workers Journey Level (field Or Shop) $48.01 5A 1X Sign Makers a Installers (Electrical) Journey Level $14.65 Sign Makers a Installers (Non - Electrical) Journey Level $14.65 Soft Floor Layers Journey Level $23.11 5A 1N Solar Controls For Windows Journey Level $8.55 1 Sprinkler Fitters (Fire Protection) Journey Level $26.36 Yakima Sprinkler Fitters (Fire Protection) Journey Levet $26.36 Yakima Yakima Yakima Stage RiRRinR Mechanics (Non Structural) Journey Level $13.23 Stone Masons Journey Level $38.62 5A 1M Street And Parking Lot Sweeper Workers Journey Level $8.55 Yakima Yakima Yakima Surveyors Chain Person $9.25 Surveyors Instrument Person $12.05 Surveyors Party Chief $15.05 Yakima Telecommunication Technicians Telecommunication Technicians Journey Level $20.00 Yakima Telephone Line Construction - Cable Splicer $32.27 5A 2B Outside Yakima Yakima Telephone Line Construction - Outside Hole Digger/ground Person $18.10 5A 2B Telephone Line Construction - Outside Installer (repairer) $30.94 5A 2B Yakima Telephone Line Construction - Outside Journey Level Telephone Lineperson $30.02 5A 2B Yakima Telephone Line Construction - Outside Special Apparatus Installer I $32.27 5A 2B Yakima Yakima Yakima Telephone Line Construction - Outside Special Apparatus Installer li $31.62 5A 2B Telephone Line Construction - Outside Telephone Equipment Operator (heavy) $32.27 5A 2B Telephone Line Construction - Telephone Equipment Operator https://fortress.wa.gov/lni/wageloolcup/pryWagelookup.aspx $30.02 5A 2B 9 8/30/2010 Page 16 of 16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 8/30/2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Outside (light) Yakima Telephone Line Construction - Television Ground Person $17.18 5A 213 Outside Yakima Telephone Line Construction - Television Lineperson/installer $22.73 5A 2B Outside { iYakima Telephone Line Construction - Television System Technician $27.09 5A 2B Outside Yakima Telephone Line Construction - Television Technician $24.35 5A 2B Outside !Yakima Telephone Line Construction - Tree Trimmer $30.02 5A 213 Outside £Yakima Terrazzo Workers Journey Level $30.37 5A 1M Yakima Tile Setters Journey Level $30.37 5A 1M lYakima o Tile, Marble & Terrazzo Finisher $26.29 5A 1M Finishers !Yakima Traffic Control Stripers Journey Level $38.90 5A 1K ;Yakima Truck Drivers Asphalt Mix $14.19 1 1Yakima Truck Drivers Dump Truck $36.16 61 2G ;Yakima Truck Drivers Dump Truck & Trailer $36.16 61 2G Yakima Truck Drivers Other Trucks $36.16 61 2G Yakima Truck Drivers Transit Mixer $36.16 61 2G Yakima 1 Well Drillers & Irrigation Pump Irrigation Pump Installer $25.44 1 Installers Yakima Well Drillers & Irrigation Pump Oiler $9.20 1 Installers Yakima Well Drillers & Irrigation Pump Well Driller $18.00 1 Installers https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 8/30/2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BENEFIT CODE KEY - EFFECTIVE 09-01-2010 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, 1'H1 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 AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS 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. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) 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 09-01-2010 -2- 1 THE FIRST TWO (2) HOURS AF1hR 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 HOURS WORKED ON HOLIDAYS AND 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. WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS (12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6.00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE. 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 SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) 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. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Y ALL HOURS WORKED OUTSIDE THE HOURS OF 5.00 AM AND 5.00 PM (OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE) AND ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY (10 HOURS PER DAY FOR A 4 X 10 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. (EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAID AT THE STRAIGHT -TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY (10 IN A 4 X 10 WORKWEEK) OR 40 HOURS DURING THAT WORKWEEK.) ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Z 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 THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY 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. 1 i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BENEFIT CODE KEY - EFFECTIVE 09-01-2010 -3- 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. 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY L. ALL HOURS WORKED ON SATURDAYS (OR ON THE REGULAR DAY OFF DURING A WORKWEEK OTHER THAN MONDAY THROUGH FRIDAY) AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT LABOR DAY WHICH SHALL BE PAID AT DOUBLE THE HOURLY RATE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. P THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. Q ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. S. 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, EXCEPT THE DAY AFTER THANKSGIVING, THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY, WHICH SHALL BE PAID AT THE STRAIGHT TIME RATE IF WORKED, IN ADDITION TO HOLIDAY PAY T ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF PAY, AND THIS RATE SHALL INCLUDE HOLIDAY PAY U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER 12 HOURS IN A DAY, OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON SATURDAYS AND ON MAKE-UP DAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 09-01-2010 -4- W 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. ON A FOUR-DAY, TEN-HOUR WEEKLY SCHEDULE, EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE, ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH, SIXTH, AND SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6.00 P.M. AND 6:00 A.M. AND ALL HOURS 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. 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 YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). B HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS. NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS. NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). F HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (11). G. HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). J HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (7). K. HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). L. HOLIDAYS. NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). M. HOLIDAYS. NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY (9). 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). IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 BENEFIT CODE KEY - EFFECTIVE 09-01-2010 -5- 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). 5 S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T PAID HOLIDAYS. NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS (9). U PAID HOLIDAYS. NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (8). 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 YEARS 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). E. 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, AND A HALF-DAY ON CHRISTMAS EVE DAY (9 1/2). 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). G. PAID 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, CHRISTMAS DAY, AND CHRISTMAS EVE DAY (11). H. PAID HOLIDAYS. NEW YEARS DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AI, IER CHRISTMAS, AND A FLOATING HOLIDAY (10). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). J PAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (9). 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 BENEFIT CODE KEY - EFFECTIVE 09-01-2010 -6- 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). ✓ PAID HOLIDAYS. NEW YEARS 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 YEARS 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). Y PAID HOLIDAYS. NEW YEARS DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A FLOATING HOLIDAY (9). Z. HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). IF A HOLIDAY FALLS ON SATURDAY, THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY NOTE CODES 8 A. 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' - $2.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $3 00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 220' - $4 00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220' - $5 00 PER FOOT FOR EACH FOOT OVER 220 FEET C. 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 P WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - CLASS A SUIT $2.00, CLASS B SUIT $1.50, CLASS C SUIT $1 00, AND CLASS D SUIT $0.50 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 1 09/01/2010 Edition, Published August, 2010 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans X 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans X 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. X 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. X 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. X Supplemental to Wage Rates 09/01/2010 Edition, Published August, 2010 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. X 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. X 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. X 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. x, 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 09/01/2010 Edition, Published August, 2010 3 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault - For use with underground utilities See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. X 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. X 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 09/01/2010 Edition, Published August, 2010 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. X 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. X 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 33. Monument Case and Cover See Std. Pian. X Supplemental to Wage Rates 09/01/2010 Edition, Published August, 2010 5 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication X 38. Light Standard -Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia Provisions for pre -approved drawings. X 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre -approved drawings X 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. X Supplemental to Wage Rates 09/01/2010 Edition, Published August, 2010 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed X X Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom End Sec Standard Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X Supplemental to Wage Rates 09/01/2010 Edition, Published August, 2010 7 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X Supplemental to Wage Rates 8 09/01/2010 Edition, Published August, 2010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 - PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage 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. METAL FABRICATION (IN SHOP) EFFECTIVE 09/01/2010 Classification Code (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS LINCOLN, OKANOGAN, PEND ORIELLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 LABORER $8.55 MACHINE OPERATOR $12.66 PAINTER $10.20 Counties Covered: BENTON 1 1 1 1 MACHINE OPERATOR $10.53 1 PAINTER $9 76 1 WELDER $16 70 1 1 Counties Covered: CHELAN FITTER $15 04 1 LABORER $9.54 1 MACHINE OPERATOR $9 71 1 PAINTER $9.93 1 WELDER $12.24 1 Counties Covered: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC SAN JUAN AND SKAGIT FITTER/WELDER $15 16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Supplemental to Wage Rates 9 09/01/2010 Edition, Published August, 2010 Classification Code METAL FABRICATION (IN SHOP) EFFECTIVE 09/01/2010 (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: CLARK FITTER $27 49 1E 6H LABORER $19.21 1 E 6H LAYEROUT $28 77 1E 6H MACHINE OPERATOR $28.77 1E 6H PAINTER $25.31 1E 6H WELDER $26.89 1E 6H Counties Covered COWLITZ MACHINE OPERATOR $25 33 1B FITTER $25.33 1B WELDER $25.33 1B FITTER/WELDER PAINTER Counties Covered: GRANT $10 79 1 $8.55 1 Counties Covered. KING FITTER $15.86 1 LABORER $9 78 1 MACHINE OPERATOR $13.04 1 PAINTER $11 10 1 WELDER $15 48 Counties Covered: KITSAP FITTER $26.96 1 LABORER $8.55 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 Supplemental to Wage Rates 10 09/01/2010 Edition, Published August, 2010 Classification Code METAL FABRICATION (IN SHOP) EFFECTIVE 09/01/2010 (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: KLICKITAT, SKAMANIA, WAHKIAKUM FITTERNVELDER $16.99 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17 03 1 Counties Covered: PIERCE FITTER $15.25 1 LABORER $10.32 1 MACHINE OPERATOR $13.98 1 WELDER $13.98 1 Counties Covered: SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 Counties Covered: SPOKANE FITTER $12.59 1 LABORER $8.55 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Supplemental to Wage Rates 11 09/01/2010 Edition, Published August, 2010 Classification Code METAL FABRICATION (IN SHOP) EFFECTIVE 09/01/2010 (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: THURSTON FITTER $27 10 2U 6T LABORER $16.91 2U 6T LAYEROUT $30.63 2U 6T MACHINE OPERATOR $20.86 2U 6T WELDER $24 74 2U 6T Counties Covered WHATCOM FITTER/WELDER $13.81 1 LABORER $9 00 1 MACHINE OPERATOR $13.81 1 Counties Covered: YAKIMA FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 Supplemental to Wage Rates 12 09/01/2010 Edition, Published August, 2010 FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 09/01/2010 Classification Code (See Benefit Code Key) Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN, KITTITAS, KLICKITAT AND SKAMANIA 8.61 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP,LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: FRANKLIN ALL CLASSIFICATIONS $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS $13.60 2K 5B Counties Covered: PIERCE ALL CLASSIFICATIONS $9.28 1 Counties Covered: SPOKANE ALL CLASSIFICATIONS $20.23 1 Counties Covered: WHATCOM ALL CLASSIFICATIONS $13.67 1 Counties Covered: YAKIMA CRAFTSMAN $8 72 1 LABORER $8.55 1 Supplemental to Wage Rates 13 09/01/2010 Edition, Published August, 2010 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 14 09/01/2010 Edition, Published August, 2010 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above -listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 15 09/01/2010 Edition, Published August, 2010 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 16 09/01/2010 Edition, Published August, 2010 SECTION 6 - TECHNICAL SPECIFICATIONS G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON STANDARD SPECIFICATIONS FOR CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS City of Yakima Project No IR2257 Project No 09041 The 2010 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-2 CITY OF YAKIMA YAKIMA COUNTY, WASHINGTON SPECIAL PROVISIONS FOR CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS City of Yakima Project No. IR2257 HLA Project Number 09041 TABLE OF CONTENTS CONTENTS PAGE NO. SPECIAL PROVISIONS 6-4 DESCRIPTION OF WORK ..6-4 1-01 DEFINITIONS AND TERMS . ..6-5 1-02 BID PROCEDURES AND CONDITIONS 6-7 1-03 AWARD AND EXECUTION OF CONTRACT ............ 6-11 1-04 SCOPE OF THE WORK . 6-13 1-05 CONTROL OF WORK ....6-15 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 6-21 1-08 PROSECUTION AND PROGRESS 6-34 1-09 MEASUREMENT AND PAYMENT .6-40 1-10 TEMPORARY TRAFFIC CONTROL . .... 6-48 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP .6-49 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS... .............. ..6-50 2-03 ROADWAY EXCAVATION AND EMBANKMENT 6-51 2-07 WATERING .... 6-53 2-09 STRUCTURE EXCAVATION 6-53 2-11 TRIMMING AND CLEANUP ... ....6-53 3-01 PRODUCTION FROM QUARRY AND PIT SITES .. 6-54 3-02 STOCKPILING AGGREGATES. 6-54 4-04 BALLAST AND CRUSHED SURFACING ...6-54 5-03 COLD MIX ASPHALT . ..6-54 5-04 HOT MIX ASPHALT. 6-55 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 6-58 7-09 WATER MAINS.......... 6-59 7-12 VALVES FOR WATER MAINS . . . .6-61 7-20 PIPE INSTALLATION REQUIREMENTS ..... 6-62 8-04 CURBS, GUTTERS, AND SPILLWAYS 6-67 8-14 CEMENT CONCRETE SIDEWALKS 6-67 G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-3 CITY OF YAKIMA SPECIAL PROVISIONS FOR CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS City of Yakima Project No IR2257 HLA Project No 09041 The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2010 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 APWA GSP) (******) (BSP date) General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific 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" Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in" Project Specific Special Provisions normally appear only in the contract for which they were developed DESCRIPTION OF WORK City of Yakima Project No. IR2257 Irrigation system improvements including cleaning and inspection of approximately 960 linear feet of existing pipes, sliplining approximately 960 linear feet of new 2" HDPE pipe, trenching approximately 10,320 linear feet of new 2", 3", 4", 6", 8" and 12" PVC pipe, and installing approximately 260 service connections Work includes installation of new mainline valves, service valves, and service pipes, connection to existing mainline and service pipes of various materials, abandonment and/or removal of existing pipe and valves; surface restoration including hot mix asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns, and other related improvements. The quantities of work indicated in the proposal are to be considered as estimates and are for comparative bidding purposes only All payments will be made on the basis of actual field measurement of Contract work completed All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation dated 2010, referenced codes and organizations, and these Special Provisions. G\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-4 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 Inspector Standard Specifications Working Drawings 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 The Engineer's Resident Engineer who observes the Contractor's performance The 2010 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation 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. 1-01.3 DEFINITIONS (September 12, 2008 APWA GSP) This Section is supplemented with the following All references in the Standard Specifications to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency" All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location" The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for "Contract" G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-5 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. 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 Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-6 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 (March 25, 2009 APWA GSP) Bidders must meet the minimum qualifications of RCW 39 04 350(1), as amended "Before award of a public works contract, a bidder must meet the following responsibility criteria to be considered a responsible bidder and qualified to be awarded a public works project. The bidder must: (a) At the time of bid submittal, have a certificate of registration in compliance with chapter 18 27 RCW; (b) Have a current state unified business identifier number; (c) If applicable, have industrial insurance coverage for the bidder's employees working in Washington as required in Title 51 RCW, an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW, and (d) Not be disqualified from bidding on any public works contract under RCW 39 06 010 or 39 12.065(3) " 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 Reduced plans (11" x 17") and Contract Provisions Large plans (22" x 34") and Contract Provisions No. of Sets Basis of Distribution 6 Furnished automatically upon award 2 Furnished only upon request Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids 1-02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1-02.4(1) GENERAL (******) Add the following paragraph No pre-bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications G'\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-7 1-02.5 PROPOSAL FORMS (October 1, 2005 APWA GSP) Delete this section and replace it with the following. At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid The proposal form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices, extensions, summations, the total bid amount; signatures, date, and, where applicable, retail sales taxes and acknowledgment of addenda, the bidder's name, address, telephone number, and signature, the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner 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. 1-02.6 PREPARATION OF PROPOSAL (******) Delete the second paragraph and replace with the following Any bid item which has a unit price but no extension column amount shall have the extension amount determined by multiplying the unit price times the unit quantity Any bid item which does not have a unit price but does have an extension column amount shall have the unit price determined by dividing the extension amount by the unit quantity Should both the unit price and the extension column amount be left blank, then the entire bid shall be considered non-responsive 1-02.7 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, G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-8 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded, 5 Signature of the bidder's officer empowered to sign official statements The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature, 6 The signature of the Surety's officer empowered to sign the bond and the power of attorney If 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 (March 25, 2009 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, The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation, or More than one proposal is submitted for the same project from a Bidder under the same or different names. Add the following to Item 2 f If changes to proposal form entries are not initialized G. \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-9 1-02.14 DISQUALIFICATION OF BIDDERS (March 25, 2009 APWA GSP, Option B) Delete this Section and replace it with the following A Bidder will be deemed not responsible if 1 The Bidder does not meet the mandatory bidder responsibility criteria in RCW 39 04 350(1), as amended, or 2 Evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids, or 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; or 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, or progress; affirmative action, equal employment opportunity practices, termination for cause, or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization, or 5 There is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon, or 6 The Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7 The Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8 The Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9 There are any other reasons deemed proper by the Contracting Agency As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to. (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency The Contracting Agency will consider the appeal before issuing its final determination If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-10 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 responsive bidder The apparent low bidder will be determined based on the combined total of all bid items 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. G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-11 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; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6 Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). (******) Add the following: The Contractor shall guarantee the material provided and workmanship performed under the Contract for a period of two (2) years from and after the final acceptance thereof by the Contracting Agency G. \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-12 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 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 G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-13 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 $15,000 or less may be made under the bid item "Minor Change " At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1-04 4, CHANGES. The Contractor will be provided a copy of the completed order for Minor Change The agreement for the Minor Change will be documented by signature of the Contractor or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Change, the Contractor may protest the order as provided in Section 1-04 5 Payments or credits will be determined in accordance with Sections 1-09 4 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor The Contractor is advised that this item may or may not be utilized in this project. 1-04.6 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 for All Bid Items 1-04.11 FINAL CLEANUP Add the following Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished Should the Contractor not conduct the cleanup as directed and in a timely 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 G \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-14 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 1-0513, SUPERINTENDENTS, LABOR, AND EQUIPMENT OF CONTRACTOR paragraphs 2 and 3. Although specific attention is directed to the above sections, it shall not relieve the Contractor from the requirements of the remaining provisions of this section 1-05.1 AUTHORITY OF THE ENGINEER (******) This section is supplemented with the following Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the means and methods of construction shall be such as the Contractor may choose, subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages 1-05.3 PLANS AND WORKING DRAWINGS (******) Replace the second, third, and fourth paragraphs with the following The Contractor shall submit to the Engineer for review and approval, six copies of all Shop Drawings required in the project documents The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction, and like information to enable the Engineer to review the submittal At the time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material submitted may have from the requirements of the Contract Specifications When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. G:\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-15 Unless otherwise approved by the Engineer, Shop Drawings and samples shall be submitted only by the Prime Contractor, who shall indicate by a signed stamp on the Shop Drawing, or other means, that he (the Prime Contractor) has checked the Shop Drawing The Contractor's stamp of approval on the Shop Drawings shall constitute a representation to the Owner and Engineer that the Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has reviewed or coordinated each Shop Drawing or sample with the requirements of the Contract Documents. Shop Drawings shall be submitted in sufficient time to allow the Engineer not less than 20 working days for review The practice of submitting incomplete or unchecked Shop Drawings for the Engineer to correct or finish will not be acceptable, and Shop Drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in proper form The Engineer will review with reasonable promptness Shop Drawings and samples, but the Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to the means, methods, sequences, techniques or procedures of construction, or to safety precautions or programs incidental thereto The review by the Engineer of a separate item as such will not indicate review of the assembly in which the item functions When the Shop Drawings have been reviewed by the Engineer, two sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the Shop Drawings may be rejected and one set will be returned to the Contractor with such changes or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall resubmit the required number of corrected Shop Drawings or samples for review. No changes shall be made by the Contractor to resubmitted Shop Drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted Shop Drawings Where a Shop Drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer 1-05.3(1) PROJECT RECORD DRAWINGS (NEW SECTION) (******) The following new section shall be added to the Standard Specifications. The Contractor shall maintain a neatly marked, full-size set of record drawings showing the final location and layout of all new construction Drawings shall be kept current weekly, with all field instruction, change orders, and construction adjustment. Drawings shall be subject to the inspection of the Engineer at all times Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the marked -up prints are delivered to the Engineer. G. \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-16 1-05.4 CONFORMITY WITH AND DEVIATION FROM PLANS AND STAKES Delete this section and replace it with the following No construction staking is required for this project. The Contractor shall be responsible for construction staking where deemed necessary by him 1-05.5 SURVEY MONUMENTS (NEW SECTION) (******) The following new section shall be added to the Standard Specifications The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc The Contractor shall take special care to protect these monuments or markers and also the reference points In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense 1-05.7 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK (October 1, 2005 APWA GSP) Supplement this section with the following If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor Payment will be deducted by the Engineer from monies due, or to become due, the Contractor Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required 1-05.10(1) GENERAL GUARANTY AND WARRANTY (NEW SECTION) (******) The following new section shall be added to the Standard Specifications If, within two (2) years after the date of Final Acceptance of the Work by the Contracting Agency, defective and unauthorized work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such G- \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-17 work or, if such work has been rejected by the Engineer, remove it from the Project Site and replace it with non -defective and authorized work, all without cost to the Contracting Agency If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the Contracting Agency reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of SECTION 1-05 7 of these Specifications The Contractor agrees the above two (2) year limitation shall not exclude nor diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after two (2) years, but prior to the expiration of the legal time period set forth in the laws of the State of Washington 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. 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 G\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-18 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 (March 25, 2009 APWA GSP) Revise the seventh paragraph to read Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1, it will take these performance reports into account. 1-05.15 METHOD OF SERVING NOTICES (March 25, 2009 APWA GSP) Revise the second paragraph to read All correspondence from the Contractor shall be directed to the Project Engineer All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-19 1 1 1 1 1 r format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 1-05.16 WATER AND POWER (NEW SECTION) The following new section shall be added to the Standard Specifications: 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) The following new section shall be added to the Standard Specifications. 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 placing all materials as required by the Standard Specifications and these Contract Documents All materials testing shall be performed by the Owner to assure compliance with the Specifications. The Contractor shall provide access and equipment (backhoe, etc.) for testing as required Trench Backfill All trenches shall be backfilled and compacted to at least 95 percent of maximum density as determined by ASTM D 698 (Standard Proctor) Roadway Embankment Roadway embankment compaction shall be as specified in SECTION 2-03 3(14). Roadway Subqrade Subgrade compaction shall be as specified for Roadway Embankment. Ballast and Crushed Surfacing Compaction of ballast and crushed surfacing shall be as specified in SECTION 4-04 3(5) G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-20 Cement Concrete Curb, Gutter, and Sidewalk Concrete strength cylinders shall be taken and tested as determined by the Owner Asphalt Paving Compaction of asphalt concrete pavement shall be as specified in SECTION 5-04 3(10)B 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 LAWS TO BE OBSERVED (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) 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 Amend the second sentence of the first paragraph to read The Contractor shall indemnify and save harmless the State (including the Commission, the Secretary, and any agents, officers, and employees) and the Contracting Agency (including any agents, officers, employees, and representatives) against any claims which may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1-07.2 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 G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-21 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 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). G:\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-22 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 07171.FR1 Utilities and Similar Facilities (April 2, 2007) Section 1-07 17 is supplemented with the following Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience City of Yakima Water Distribution City of Yakima Irrigation City of Yakima Wastewater Pacific Power Charter Communications Cascade Natural Gas Qwest Add the following 2301 Fruitvale Blvd , Yakima, WA 98902 2301 Fruitvale Blvd , Yakima, WA 98902 204 W Pine, Yakima, WA 98901 500 N Keys Road, Yakima, WA 98901 1005 No 16th Ave , Yakima, WA 98902 P 0 Box 1286, Yakima, WA 98907 8 S 2nd Avenue, Yakima, WA 98902 (509) 575-6196 (509) 575-6194 (509) 576-6302 (509) 575-3150 (509) 494-7715 (509) 457-5905 (509) 575-7183 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 G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-23 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. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE Delete this section in its entirety, and replace it with the following 1-07.18 INSURANCE (May 10, 2006 APWA GSP) 1-07.18(1) GENERAL REQUIREMENTS A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer 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 or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C below). C If any insurance policy is written on a claims -made form, its retroactive date, and that of all subsequent renewals, shall be no later than 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 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims -made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed D The insurance policies shall contain a "cross liability" endorsement substantially as follows 1 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 E. 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 G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-24 volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s) F The Contractor's and all subcontractors' insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage G All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 45 days prior written notice to the Contracting Agency of any cancellation in any insurance policy H Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s) I The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency J 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 business 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 K. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made 1-07.18(2) ADDITIONAL INSURED All insurance policies, with the exception of Professional Liability and Workers' Compensation, shall name the following listed entities as additional insured(s) • The city of Yakima and its officers, elected officials, employees, agents, and volunteers • Huibregtse, Louman Associates, Inc The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07 18(3) describes limits lower than those maintained by the Contractor 1-07.18(3) SUBCONTRACTORS Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07 18(5)A and 1-07 18(5)B Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance 1-07.18(4) EVIDENCE OF INSURANCE The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following req uirements 1 An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2 Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07 18(2) as Additional Insured(s), showing the policy number The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-25 3 Any other amendatory endorsements to show the coverage required herein 1-07.18(5) 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 and self-insured retentions 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 This section is supplemented with the following The Certificate of Insurance shall stipulate that the policies named thereon cannot be canceled unless at least forty-five (45) days written notice has been given to the Contracting Agency 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(5)A COMMERCIAL GENERAL LIABILITY A policy of Commercial General Liability Insurance, including Per project aggregate 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 / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1-07.18(5)B AUTOMOBILE LIABILITY Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported Such policy(ies) must provide the following minimum limit: $1,000,000 Combined Single Limit 1-07.18(5)C WORKERS' COMPENSATION The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-26 1-07.18(5)F EXCESS OR UMBRELLA LIABILITY (May 10, 2006 APWA GSP) The Contractor shall provide Excess or Umbrella Liability coverage at limits of $1 million per occurrence and annual aggregate This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage This requirement may be satisfied instead through the Contractor's primary Commercial, General and Automobile Liability coverage, or any combination thereof 1-07.18(5)G POLLUTION LIABILITY (May 10, 2006 APWA GSP) The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of; • Contractor's operations related to this project; and/or • Remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos, and/or • Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage $1,000,000 Each Loss and Annual Aggregate 1-07.23 PUBLIC CONVENIENCE AND SAFETY 1-07.23(1) CONSTRUCTION UNDER TRAFFIC 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 G \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-27 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 The Contractor shall maintain vehicular and pedestrian access to Yakima Regional Medical Center, both parking lots and access driveways, at all times of the day, throughout the duration of the project. Add the following to the sixth paragraph. 7 Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights Add the following paragraph It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer and the Police and Fire Departments at least 24 hours prior to closing any street, in addition to correlating the proposed closures with the Contracting Agency to ensure proper detouring of traffic. When the street is re -opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons 1-07.23(2) CONSTRUCTION AND MAINTENANCE OF DETOURS 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 1 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 The Contractor shall maintain vehicular and pedestrian access to Yakima Regional Medical Center, both parking lots and access driveways, at all times of the day,throughout the duration of the project. Local access shall be maintained to the residents within the project limits at all times. 2 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, G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-28 d Provide temporary sidewalk signs directing pedestrians through the construction, notifying pedestrians of alternative routes, and directing pedestrians to businesses where means of access is not obvious, and e Adjusting times of construction immediately in front of a business access to times of the day when the business is closed, or business activity is light. For example, construction in front of a deli would be restricted during the lunch hour f When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 24 hours prior to the construction activity beginning If personal contact with the occupant is not possible, the Contractor shall leave written notification 3 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 0723012.FR1 Work Zone Clear Zone (April 2, 2007) The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements During nonworking hours equipment or materials shall not be within the WZCZ unless they are 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 actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ 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 WZCZ 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. G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-29 Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows' Minimum Work Zone Clear Zone Distance Posted Speed„ DistanceFrom,; Traye Ied Way (Feet), 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk 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. Each property owner shall be given a one (1) week notice and 48 hours notice prior to entry by the Contractor per Section 1-07.29 Notifying Property Owners This includes entry onto private property where customer irrigation systems and connections 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. No vehicles, equipment, supplies or materials may be parked or stored on private property unless a written agreement between the Contractor and property owner is executed and provided to the Engineer prior to construction. 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 G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-30 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 take place on private property or 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 one (1) week prior to and 48 hours prior to the construction activity beginning If personal contact with the occupant is not possible, the Contractor shall leave written notification in both English and Spanish Property Owner Notification requirements shall be coordinated with the Owner G \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-31 Water / Irrigation Division Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. Yakima, WA 98902 PROPERTY ACCESS NOTIFICATION As part of the Capitol Hill Irrigation System Phase 2 Improvements Project, the City of Yakima and our contractor will need to access our existing irrigation lines that are located on your property beginning (day, date(s) and time) We will be replacing the existing irrigation line and service connection as part of the project. Replacement of the line and service will require excavation on your property. During the time we need access to and will be working on your property, please arrange to keep pets or children out of the area where the work is taking place. The City of Yakima and our contractor are responsible for any damage to your property as a result of digging, trenching, boring and any other methods used to install the new irrigation line and service, and all damage will be repaired. If you have any concerns regarding the location of the new irrigation line or new irrigation service, damage and repair of your property, or any other issues regarding the irrigation replacement project, please contact the one of the representatives listed below. Contact Information • City Project Manager - Mike Shane - 576-6480 or 728-3939 • City Irrigation Supervisor — Alvie Maxey — 575-6194 or 728-2320 • Huibregtse, Louman Associates, Inc. Project Inspector - - 966-7000 • Huibregtse, Louman Associates, Inc. Project Engineer — Mike Battle — 966-7000 Thank you for your patience during this project while we improve the irrigation service to your area! 1 I( 1 1 1 1 1 1 1 1 11 1 1 1 1 Water / Irrigation Division Working Together Toward Excellence in Service and Quality 2301 Fruitvale Blvd. Yakima, WA 98902 PROPERTY OWNER RELEASE FORM I/We, ,the property owner(s) of (address) Yakima, WA, hereby accept as complete the final restoration of all surfaces, landscaping, and all other minor repairs or replacements made to my property by the City's contractor as part of the City of Yakima's Capitol Hill Irrigation System Phase 2 Improvements Project (No IR2257). The restoration, repairs and replacements included the following items: I understand that it will be my responsibility to provide adequate care, such as watering, in maintaining newly established landscaping and lawn installed by the contractor. I understand that the City's contractor is required to provide the City with a Warranty Bond upon final acceptance of the project. If repairs or restoration completed by the contractor on my property as part of the project fail during the stipulated two-year warranty period, the contractor will be required to make additional repairs or replacements as deemed necessary by the City. Signed (print name) Date 1-08 PROSECUTION AND PROGRESS Add the following new section. 1-08.0 PRELIMINARY MATTERS (May 25, 2006 APWA GSP) 1-08.0(1) PRECONSTRUCTION CONFERENCE (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited The purpose of the preconstruction conference will be. 1 To review the initial progress schedule, 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 conference 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 (May 25, 2006 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. G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-34 Permission to work between the hours of 10 00 p m and 7 00 a m during weekdays and between the hours of 1000 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 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 Add the following to the first paragraph of the May 25, 2006 APWA GSP 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 (******) This section is supplemented with the following A subcontractor or lower tier subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer 1 Request to Sublet Work (Form 421-012, found on the following page), and G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-35 The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. G\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-36 7 Washington State Department of Transportation Request to Sublet Work 0 Subcontractor 0 Lower Tier Subcontractor 0 DBE 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 LID. 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 DBE Status Verification Previous Requests Sublet to Date % • Project Engineer Approved Date !Approved - Region Construction Engineer (When Required) Date DOT Form 421-012 EF Revised 7/02 Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor 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 (October 1, 2005 APWA GSP) Revise this section to read Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 1-08.5 TIME FOR COMPLETION (June 28, 2007 APWA GSP, Option A) Revise the third and fourth paragraphs to read Contract time shall begin on the first working day following the Notice to Proceed Date Each working day shall be charged to the contract as it occurs, 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 G\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-38 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 sixth paragraph to read The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor The following events must occur before the Completion Date can be established 1 The physical work on the project must be complete, and 2 The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date a Affidavit of Wages Paid 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 Final Contract Voucher Certification e Property owner releases per Section 1-07.24 (******) Add the following paragraph The Contractor is advised that all CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS required to provide customers with unrestricted irrigation water use shall be completed no later than March 11, 2011 Final paving and other repair work may be completed following March 11, 2011, but shall be completed no later than April 8, 2011 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 fore 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 1-08.9 LIQUIDATED DAMAGES (******) The provisions of SECTION 1-08 9 of the Standard Specifications shall be modified as follows' Because the Contracting Agency finds it impractical to calculate the cost of damages, it will use the following If irrigation system piping improvements are not completed sufficiently to provide unrestricted use by irrigation customers by March 11, 2011, the Contractor agrees to pay the Owner the sum of G'\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-39 $1,500 00 per day for each and every calendar day said work remains uncompleted after expiration of the specified date If unrestricted irrigation use is provided by the date required, but remaining Contract work is not completed by April 8, 2011, the Contractor agrees to pay to the Owner the sum of $800.00 per day for each and every working day said work remains uncompleted after expiration of the specified time. 1-09 MEASUREMENT AND PAYMENT 1-09.2(1) GENERAL REQUIREMENTS FOR WEIGHING EQUIPMENT This section is supplemented with the following. Should the Inspector or Material Receiver be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Inspector the morning following the day's construction The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 1-09.2(3) SPECIFIC REQUIREMENTS FOR PLATFORM SCALES (******) Add the following. The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified scales while the loading and hauling of materials is in progress The Contractor shall provide the platform scales and any tickets required for self -printing scales Certified weight tickets accompanying each truckload of material will be required to be delivered to the Resident Engineer at the site Should the Resident Engineer be unavailable, it shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets for the day and deliver them to the Resident Engineer the morning following the day's construction The certified tickets shall have project name, date, time, product delivered, gross weight, tare weight, and net weight shown in pounds. Any certified weight tickets submitted later than the morning following the day materials are delivered to the site will not be considered for measurement and payment. 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. G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-40 1-09.3(1) DESCRIPTION OF BID ITEMS (NEW SECTION) Add the following Bid items listed in the Bid Schedule are defined to include, but not necessarily be limited to, the following 1 The lump sum price bid for "Mobilization" shall be full compensation for all labor, materials, tools, and equipment necessary to mobilize to the project site as defined in the Standard Specifications Payment will be made in accordance with the Standard Specifications 2 The lump sum price bid for "Project Temporary Traffic Control", shall be full compensation for all labor, materials, tools, and equipment necessary to provide Traffic Control Plans and traffic control for all project areas, as defined in Section 1-10 Temporary Traffic Control 3 The lump sum price bid for "Clearing and Grubbing", shall be full compensation for all labor, materials, tools, and equipment necessary for removal and replacement of fences, removal, protection, and replacement of landscaping including shrubs, bushes, and plants, removal of trees and root balls, including backfill and compaction of imported top soil, removal of all surfaces encountered as required to accomplish the construction, removal of deleterious materials found during excavation, and potholing, including hauling to and disposal at an approved waste site 4 The unit price bid for "Pipe Cleaning and Inspection", per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to locate, inspect, and clean existing irrigation pipes including, but not necessarily limited to, cleaning all sand, silt, gravel, or other material from existing irrigation mains, de -rooting, removal and disposal of debris, providing televised pipe inspection, and providing a DVD tape recording and log of the inspection for review by the Owner 5 The unit price bid for "Abandon Irrigation Valve", per each, shall be full compensation for all labor, materials, tools, and equipment for abandoning existing irrigation mainline valves outside of trenches as shown on the Plans including, but not necessarily limited to, excavation, dewatering, closing existing irrigation valve, removal of existing valve box, select backfill and compaction of select material, placing and compacting HMA as shown on the Plans and specified herein 6 The unit price bid for "Roadway Excavation Including Haul", per cubic yard, shall be full compensation for all labor, tools, materials, and equipment necessary to complete this item as specified and as shown on the Plans including, but not necessarily limited to, sawcutting, excavation, removal and disposal of existing roadway or alley materials of whatever nature encountered, and preparation, grading and compaction of the roadway subgrade 7 The unit price bid for "Access Pit", per each, shall be full compensation for all labor, materials, tools, and equipment necessary to construct launching and receiving access pits and prepare for insertion of pipe, including, but not necessarily limited to, sawcutting, excavation, removal and disposal of existing asphalt concrete surfacing from public or private property, dewatering, removal and disposal of existing pipe and materials, all equipment, equipment set-up and removal, temporary closures and reinstatements of the pit, connection of new piping, plugging abandoned pipes, native backfill, and compaction 8 The unit price bid for "Slipline 2 -Inch HDPE Pipe", per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the HDPE pipe and fittings in existing irrigation piping of various materials and diameters including, but not necessarily limited to, preparing receiving pipe, pipe, fittings, fusing equipment, technical service, pipe connections, concrete blocking, and testing as shown on the Plans and specified herein 9 The lump sum price bid for "Shoring or Extra Excavation", shall be full compensation for all labor, equipment, tools, and materials required to construct the shoring, cofferdam, or caisson G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-41 including excavation, installation and removal of the shoring, backfilling, and compaction, as shown on the Drawings and as specified herein When extra excavation is used by the Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit price bid shall be full pay for all additional excavation, backfill, compaction, and other work required If select backfill material is required within the limits of the trench excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense 10. The unit price bid for "Trench -Inch PVC Pipe", per linear foot, shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the PVC pipe and fittings including, but not necessarily limited to, sawcutting, trench excavation, removal of existing pipe, removal of existing valves and valve boxes within trench, plugging and abandoning existing irrigation mains where shown on Plans, dewatering, laying and joining the pipe and fittings, pipe zone bedding, connections to new and existing pipes, detectable marking tape, native backfill and compaction, concrete blocking, and testing as shown on the Plans and specified herein This item also includes furnishing and installing all piping, fittings and grouting, for blow -off connections to sewer mains and manholes. 11 The unit price bid for "_-Inch Gate Valve", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the gate valve in place including, but not necessarily limited to, sawcutting, excavation, dewatering, connection to piping, select backfill and compaction, as shown on the Plans 12 The unit price bid for "_-Inch Service Connection for PVC", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service connection saddle including, but not necessarily limited to, sawcutting, excavation, dewatering, preparation and connection to the PVC irrigation main, fittings, connection to the new service lateral, backfill and compaction, and testing 13 The unit price bid for "_-Inch Service Connection for HDPE", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new service connection saddle including, but not necessarily limited to, sawcutting, excavation, dewatering, preparation and fusion connection to the new HDPE irrigation main, fusing equipment, technical service, fittings, connection to the new service lateral, backfill and compaction, and testing 14 The unit price bid for "_-Inch Service Lateral", per linear foot, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install irrigation service pipe including, but not necessarily limited to, sawcutting, excavation, removal and disposal of existing asphalt concrete surfacing from public or private property, dewatering, removal and disposal of existing service valve and piping, locating wire from service saddle to service valve, protection of existing service piping into private property, confirming existing customer service piping with compressed air prior to making connection, connection to new and existing customer service piping, native backfill where select backfill is not required, and compaction 15. The unit price bid for "_-Service Valve", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the service valve matching the size of the service connection in place or as specified on the Plans including, but not necessarily limited to excavation, dewatering, connection to service lateral, backfill, and compaction, as shown on the Plans 16 The unit price bid for "Type 1 Valve Box", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new cast iron valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily limited to, excavation, dewatering, backfill, compaction, adjustment to grade, valve box collar, concrete and HMA and cast iron lids as shown on the Plans and Details 17 The unit price bid for "Type 2 Valve Box", per each, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install a new PVC valve box at locations shown on the Plans or as directed by the Owner including, but not necessarily G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-42 limited to, excavation, dewatering, backfill, and compaction, adjustment to grade, as shown on the Plans Iron valve caps to be provided by the City 18 The unit price bid for "Cold Mix Asphalt", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish, install and maintain the materials to the compacted depths shown on the Plans including, but not necessarily limited to, compacting sub -base material, placing cold mix asphalt, compacting, trimming, sloping, tack coat, adjustment of utility castings, or any other work required to complete the temporary surfacing repair, in place The Contractor shall repair and maintain all paved trench locations with cold mix asphalt until HMA becomes available 19 The unit price bid for 'Trench Repair, Type " per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, removal and disposal of cold mix asphalt, surface preparation, placing hot mix asphalt, compacting, trimming, sloping, tack coat, adjustment of utility castings, or any other work required to complete the surfacing repair, in place 20 The unit price bid for "HMA CI 3/8" PG 64-28", per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the materials to the compacted depths shown on the Plans including, but not necessarily limited to, compacting sub -base material, placing asphalt, compacting, trimming, sloping, tackcoat, adjustment of utility appurtenances, construction of speed hump, or any other work required to complete the surfacing repair, in place 21 The unit price bid for "Gravel Surfacing Repair", per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install crushed surfacing top course to the compacted depths shown on the Plans including, but not necessarily limited to, surface preparation, furnishing and placing aggregate, spreading, shaping, watering, and compacting, and any other work required to complete the surfacing repair, in place 22 The unit price bid for "Sodded Lawn Repair", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install new sod, including, but not necessarily limited to, grading, surface preparation, fertilizing, placing sod, and monitoring the newly placed sod area for three weeks following completion 23 The unit price bid for "Concrete Slab, =Inch Thick", per square yard, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the new concrete slab including, but not necessarily limited to, sawcutting, removal and disposal of existing concrete surfacing from public or private property, surface preparation, furnishing and placing aggregate base, placement of cement concrete, rebar (6" slabs), finishing, jointing, and curing 24 The unit price bid for "Crushed Surfacing Base Course", per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install the aggregate material under new asphalt pavement in roads and alleys including aggregate materials, placing, watering, and compacting, at locations shown on the Plans, and as directed by the Owner 25 The unit price bid for "Select Backfill, as Directed" per ton, shall be full compensation for all labor, tools, materials, and equipment necessary to furnish and install imported crushed rock material for backfill on all transverse trenches including service laterals and irrigation mains, placing and compacting, at locations shown on the Plans, and as directed by the Engineer 26 For the bid item "Minor Change", refer to Section 1-044(1) Minor Changes of the Technical Specifications G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-43 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 10, 2008 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 " 1-09.9 PAYMENTS (October 10, 2008 APWA GSP) Revise the first paragraph to read The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. For items Bid as lump sum, with a bid price of more than or equal to $5,000, the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the Project Engineer to determine the value of the Work performed on a monthly basis Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction conference 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 conference. 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 — partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Engineer's determination of the amount of Work performed, with consideration given to, but not exclusively based on, the Contractor's lump sum breakdown for that item 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 G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-44 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. The determination of payments under the contract will be final in accordance with Section 1-05 1 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 Add the following The Contracting Agency has up to 45 calendar days after the progress estimate to issue the progress payment to the Contractor The estimate cutoff date discussed above shall be the last working day of each month The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date After the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to the Contracting Agency for action at the first available meeting of the governing body that payment be made Payment to the Contractor will be made within approximately 30 calendar days from said meeting Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor All payments for lump sum items over $5,000 00 or a single payment for a lump sum contract of any amount will be measured by a schedule of values established as follows At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid item or for the total lump sum contract price showing the amount bid for each principal category of the work, in such detail as requested by the Engineer, to provide a basis for determining progress payments This breakdown, referred to as the "Schedule of Values", will be approved by the Engineer as described in Section 1-08 Prosecution and Progress before the first payment is made 1-09.9(1) RETAINAGE (******) Add the following to the fourth paragraph 5 An affidavit is delivered to the Contracting Agency by performing labor or furnishing materials have been paid 1-09.9(2) CONTRACTING AGENCY'S RIGHT TO WITHHOLD (NEW SECTION) the Contractor, stating that all persons AND DISBURSE CERTAIN AMOUNTS 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 G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-45 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 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 Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith If legal action is instituted to determine the validity of the claims prior to expiration of the 15 -day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. When the conditions 1-7 are resolved or the Contractor provides a Surety Bond satisfactory to the Contracting Agency which will protect the Contracting Agency in the amount withheld, payment shall be made for amounts withheld because of them G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-46 1-09.9(3) FINAL PAYMENT (NEW SECTION) (******) The following new section shall be added to the Standard Specifications Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1-09 9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28 In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12 040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner 1-09.11(3) TIME LIMITATIONS AND JURISDICTION (******) Delete in its entirety the reference to Thurston County and replace it with Yakima County, Washington 1-09.13(3) CLAIMS $250,000 OR LESS (October 1, 2005 APWA GSP) Delete this Section and replace it with the following The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09 11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration 1-09.13(3)A ADMINISTRATION OF ARBITRATION (October 1, 2005 APWA GSP) Revise the third paragraph to read The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are 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 G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-47 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1(2) DESCRIPTION (May 25, 2006 APWA GSP) Revise the third paragraph to read The Contractor shall provide flaggers, signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place 1002.GR1 TRAFFIC CONTROL MANAGEMENT 1002012.GR1 (December 1, 2008) Section 1-10.2(1) is supplemented with the following Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington The Traffic Control Supervisor shall be certified by one of the following. The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave N Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone (540) 368-1701 1-10.2(2) TRAFFIC CONTROL PLANS This section is supplemented with the following The Contractor shall be required to prepare traffic control plans required to complete the work. The Contractor shall designate a Traffic Control Supervisor (TCS) who shall prepare signing plans to show the necessary Class A and B construction signing and barricades, traffic control devices, and traffic flagging operations required for the contractor's operation and submit it to the Engineer for review no later than the preconstruction conference date This project requires a full-time TCS who does not have other duties on the project. Work may not proceed in the absence of the TCS When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the WSDOT standard plans or MUTCD without modification, the Contractor may reference the applicable figure or standard plan at the appropriate location on the Plan When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. G•\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-48 The signing plans shall be prepared by a Traffic Control Supervisor and shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. If the construction, repair, or maintenance work includes or uses grooved pavement, abrupt lane edges, steel plates, or gravel or earth surfaces, the construction, repair, or maintenance zone shall be posted with signs stating the condition, as required by current law, and in addition, must warn motorcyclists of the potential hazard The sign shall include at least the following language "MOTORCYCLES USE EXTREME CAUTION " All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the Engineer after review, shall be included in the unit contract prices for "Project Temporary Traffic Control", per lump sum 1004.GR1 MEASUREMENT 100401.GRI (August 2, 2004) Section 1-10 4(1) is supplemented with the following The proposal contains the item "Project Temporary Traffic Control", lump sum The provisions of Section 1-10 4(1) shall apply Add the following There will be no separate measurement or payment for the Traffic Control Supervisor All costs associated with the Traffic Control Supervisor shall be included in the unit price for "Project Temporary Traffic Control", per lump sum 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 DESCRIPTION This section is supplemented with the following The Contractor may be required to clear and grub beyond the right of way line, where specifically directed by the Engineer or noted on the Plans to remove trees, stumps, shrubs, or other items which, by proximity or due to root growth, would constitute a hazard to the public or endanger the facility All work beyond the right of way line shall be coordinated with affected property owner(s) per Section 1- 07.24 Rights of Way The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all fences, mail boxes, small trees, shrubs, plants, street signs, culverts, irrigation facilities, concrete or rock walls, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor 2-01.3(2) GRUBBING (******) Add the following The Contracting Agency will, at its own cost, reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points In the event the G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-49 Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense 2-01.3(4) ROADSIDE CLEANUP Add the following. Roadside cleanup shall include all project areas outside of the road right-of-way, including utility easements and private property, as shown on the Plans. Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the Engineer and other work shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor 2-01.3(5) FENCING (NEW SECTION) (******) The following new section shall be added to the Standard Specifications The Contractor shall be required to carefully remove all existing fencing located within or near the proposed work. All fencing materials to be removed and replaced shall be temporarily placed on the adjacent properties or stored as directed by the Engineer. The removal and replacement of all fencing shall be done at the Contractor's expense Any fencing that is to be reset shall be relocated and reset by the Contractor along the property lines or as directed by the Engineer Unless provided for otherwise, the necessary work to restore and reinstall the fencing shall be considered incidental. 2-01.4 MEASUREMENT (******) This section is supplemented with the following No unit of measurement shall apply to Roadside Cleanup 2-01.5 PAYMENT (******) This section is supplemented with the following All costs incurred to complete the requirements of SECTION 2-01, including partial roadside cleanup, will be considered as incidental work to the lump sum bid item "Clearing and Grubbing " 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS, AND CURBS (******) This section is supplemented with the following Unless HMA is available, the Contractor shall remove existing asphalt pavement at trench locations only, for pipe installation Once HMA becomes available, the Contractor shall sawcut alley edges and remove remaining asphalt to reconstruct alley. Where shown on the Plans or as directed by the Engineer, the Contractor shall be required to remove existing pavement, sidewalks, curbs, etc., which are outside the right of way line and are required to be removed for construction of the improvements In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, score the edge of the asphalt concrete pavement with an approved pavement cutter such as a concrete saw. During the course of the work, the Contractor shall take precautions to preserve the G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-50 integrity of this neat, clean pavement edge Should the pavement edge be damaged prior to asphalt concrete paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter in kind at his expense as directed by the Engineer immediately prior to paving No separate payment shall be made for saw -cutting pavement. 2-02.5 PAYMENT (******) This section is supplemented with the following Unless a specific bid item has been included in the proposal, all costs incurred to complete the requirements of SECTION 2-02 including sawcutting will be considered as incidental work to the various bid items and no separate payment will be made 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION (******) This section is supplemented with the following Roadway excavation and embankment shall consist of removing the existing material in roadways and alleys of whatever nature encountered to the subgrade elevation and shaping the subgrade to conform to the cross-section shown on the Plans or as staked in the field The material to be excavated shall be classified as "Roadway Excavation Including Haul " Where directed by the Engineer, the Contractor shall excavate beyond the right of way in order to adequately slope adjacent properties No additional compensation will be made for excavating outside the right of way The Contractor shall use caution while performing roadway excavation Heavy, rubber -tired equipment, particularly front end loaders, shall limit their travel over a single area as much as possible Trucks shall observe a 10 mph speed limit when traveling over exposed subgrade areas. 2-03.3(3) EXCAVATION BELOW GRADE (******) This section is supplemented with the following At the direction of the Engineer, areas within the street subgrade which exhibit instability due to high moisture content shall be - 1 Aerated and allowed to dry, 2 Over -excavated as directed by the Engineer and backfilled with ballast, or crushed surfacing base course The contractor may be instructed to install construction geotextile for soil stabilization in the excavation, 3. Or a combination of any of the above Compensation for work done by the Contractor as described above shall be by increasing the quantities of the various appropriate bid items such as "Roadway Excavation Including Haul" and "Crushed Surfacing Base Course" and applying the unit bid price No separate compensation will be made for any equipment, tools, materials, or labor required to perform this work. G \PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-51 2-03.3(7) DISPOSAL OF SURPLUS MATERIALS 2-03.3(7)A GENERAL This section is supplemented with the following Excavated material shall be bladed or hauled to fill low sections within the project area, except for sod or extraneous material, which shall be hauled to waste A waste site has not been provided by the Contracting Agency for disposal of excess material, unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable material which is directed to waste by the Engineer. The Contractor shall comply with the requests of the Contracting Agency for placement and compaction of excess excavated suitable material at back of new sidewalk, as directed by the Engineer Suitable materials from the excavations shall be used in the embankments Unsuitable material or soft spots shall be removed from the roadway and replaced with suitable material and compacted as for embankments The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461 2-03.3(14)C COMPACTING EARTH EMBANKMENTS (******) This section is supplemented with the following Compacting embankments and excavations shall be by Method "C" as specified under SECTION 2- 03.3(14)C of the Standard Specifications 2-03.3(14)D COMPACTION AND MOISTURE CONTROL TESTS (******) This section is supplemented with the following The Contractor shall notify the Engineer when ready for in-place subgrade density tests Placement of courses of aggregate shall not proceed until density requirements are met. 2-03.4 MEASUREMENT (******) This section is supplemented with the following "Roadway Excavation including Haul" will be measured by the cubic yard Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this Contract, and the alignment, profile, grade, and roadway section as shown on the Plans and as staked by the Engineer Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankment. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. G\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-52 2-03.5 PAYMENT (******) This section is supplemented with the following Payment shall be made per Section 1-09 3(1) Description of Bid Items 2-07 WATERING 2-07.1 DESCRIPTION (******) This section is supplemented with the following The Contractor shall be solely responsible for dust control on this project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary The Contractor shall be responsible for any claims for damages and shall protect the Contracting Agency, Yakima County, and the Engineer from any and all such claims When directed by the Engineer, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures 2-07.5 PAYMENT (******) This section is supplemented with the following Performing this work shall be incidental to construction and all costs shall be included in other pay items 2-09 STRUCTURE EXCAVATION 2-09.4 MEASUREMENT (******) Delete paragraph two under the Horizontal Limits section and the second sentence under the Shoring or Extra Excavation section Section 2-09 4 is supplemented as follows No separate measurement shall be made for "Shoring or Extra Excavation " 2-09.5 PAYMENT (******) This section is supplemented with the following Delete "Shoring or Extra Excavation, Class B", per square foot, and add "Shoring or Extra Excavation", per lump sum Payment shall be per Section 1-09 3(1) Description of Bid Items G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-53 2-11 TRIMMING & CLEANUP 2-11.5 PAYMENT (******) This section is supplemented with the following When the contract does not include trimming and cleanup as a pay item, performing this work shall be incidental to construction and all costs shall be included in other pay items 3-01 PRODUCTION FROM QUARRY AND PIT SITES 3-01.2 MATERIAL SOURCES, GENERAL REQUIREMENTS (******) This section is supplemented with the following No source has been provided for any aggregate or dirt or other materials necessary for the construc- tion of this project. The Contractor shall make his own arrangements to obtain the necessary materials at his own expense, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various items involved 3-02 STOCKPILING AGGREGATES 3-02.2(2) STOCKPILE SITE PROVIDED BY CONTRACTOR (******) This section is supplemented with the following If the sources of materials provided by the Contractor necessitate hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes 4-04 BALLAST AND CRUSHED SURFACING 4-04.3(5) SHAPING AND COMPACTION (******) This section is supplemented with the following Each course of crushed materials shall be compacted to a minimum of 95% of maximum density as determined by ASTM D698 (Standard Proctor) The Contractor shall notify the Engineer when he is ready for in-place ballast, base course, or top course density tests. All costs associated with failed testing shall be the responsibility of the Contractor Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. 5-03 COLD MIX ASPHALT (NEW SECTION) 5-03.1 DESCRIPTION This work shall consist of providing and placing one (1) or more layers of cold mix asphalt on a prepared foundation or base in accordance with these specifications and the lines, grades, thicknesses, typical cross-sections, and details shown on the Plans No area requiring cold asphalt trench repair shall remain unpaved for more than five (5) working days following the initial excavation, unless otherwise directed by the Engineer G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-54 5-03.2 MATERIALS Cold mix asphalt used on this project shall be proposed by the Contractor and approved by the Engineer The Contractor shall use polymer -modified high-performance cold asphalt, cold plant mix recycling asphalt or cold in-place recycling asphalt. Aggregates used for cold mix asphalt shall meet the gradations in Section 9-03 8 for Class 3/8" 5-03.2(1) GENERAL Cold mix asphalt shall be designed for potholes, utility cuts, joint repair, and small overlays It shall be designed for application in temperature ranges between 20 degrees Fahrenheit to 100 degrees Fahrenheit. The mixture shall provide coating, workability and adhesion characteristics during cool to hot as well as wet or dry climate conditions 5-03.2(2) LIQUID ASPHALT BLEND The liquid asphalt component used shall be a PG 58-22 conforming to the specifications of the Washington State Department of Transportation, a diluent which complies with the requirements and application specifications of the American Petroleum Institute (API), and a polymer additive of high quality that improves cohesion and adhesion properties and is capable of passing AASHTO-T-182 as modified herein 5-03.3 STORAGE AND HANDLING REQUIREMENTS When using polymer -modified high-performance cold asphalt, Cold mix asphalt shall be stockpiled at the Contractor's provided and secured location according to the following requirements A. Stockpiles shall not exceed 10 -feet in height or be less than 6 -feet in height. B Stockpiles shall not exceed 50 tons and shall be fully utilized on the project within two months from the initial stockpile date Cold mix material stockpiled for longer than 60 days shall not be used on the project. C All stockpiles under 50 tons shall be fully covered to extend the life of the material. D All stockpiles shall be fully mixed at least once every 20 calendar days 5-03.4 SPREADING, FINISHING AND COMPACTION The mixture shall be laid upon an approved, compacted, unyielding base The nominal compacted depth of any layer of cold mix asphalt shall not exceed 2 -inches, and shall be compacted with a vibratory steel wheel roller Where a vibratory steel wheel roller will not fit into the trench on the first lift, a plate compactor may be used A vibratory steel wheel roller shall be used on the top lift of all trenches 5-03.5 PAYMENT Measurement and Payment shall be per SECTION 1-09 3(1) Description of Bid Items, for "Cold Mix Asphalt" 5-04 HOT MIX ASPHALT 5-04.1 DESCRIPTION (******) Add the following An asphalt prime coat will not be required on this project, nor will a soil sterilant be required to be applied to the subgrade The Contractor will be required to re -pave existing street and alley surfaces at locations shown on the Plans where utility trenches were excavated and backfilled prior to or along with this project. G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-55 Asphalt concrete surfaces shall be so constructed that the finished pavement will conform to existing adjacent elevations and the cross-section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications 5-04.2 MATERIALS (******) This section is supplemented with the following* Hot mix asphalt (HMA) used on this project shall be HMA Class 3/8" PG 64-28 conforming to the provisions of Section 5-04 of the Standard Specifications 5-04.3(2) HAULING EQUIPMENT (******) This section is supplemented with the following Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous paving operation at proper HMA mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided 5-04.3(5)A PREPARATION OF EXISTING SURFACE (******) This section is supplemented with the following No impact tools or pavement breakers can be used for cutting trench crossings of existing pavement. Trench crossing of existing pavement shall be vertically sawcut as directed by the Engineer 5-04.3(5)E PAVEMENT REPAIR (******) This section is supplemented with the following After the completion of paving and trench repairs, the Contractor shall seal the joints with CSS -1 and concrete sand The cost of sealing shall be included in the unit contract price for "HMA CI 3/8" PG 64-28" or "Trench Repair, Type ", whichever is applicable 5-04.3(7)A1 GENERAL (******) This section is supplemented with the following The Contractor may submit for acceptance an approved WSDOT mix design for the class of HMA specified in the contract if the mix design has been approved within the previous 12 -month period using aggregate and asphalt binder from the same sources The Contractor shall provide the mix design to the Engineer at least fifteen (15) working days prior to any paving. 5-04.3(7)A2 STATISTICAL OR NONSTATISTICAL EVALUATION (******) Delete this section and replace it with the following The Contractor shall be responsible for the verification of the mix design 5-04.3(8)A1 GENERAL (******) Delete this section and replace it with the following* Acceptance of HMA shall be as provided under Nonstatistical or Commercial evaluation Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications sidewalks, road approaches, ditches, slopes, paths, trails, gores and other nonstructural applications as approved by the Engineer Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-56 accepted by commercial evaluation will be excluded from the quantities used in the determination of Nonstatistical evaluation Commercial HMA can be used for patching utility or conduit trenches less than 24 inches in width 5-04.3(8)A5 TEST RESULTS Delete the first paragraph and replace it with the following Payment will be made on the basis of the unit contract price for HMA for all HMA accepted on the project. HMA not meeting the quality requirements of the Contract shall be rejected 5-04.3(9) SPREADING AND FINISHING (******) This section is supplemented with the following Unless otherwise approved by the Engineer, the nominal compacted depth of any layer of HMA shall not exceed 0 25 feet. 5-04.3(10) COMPACTION 5-04.3(10)B CONTROL (******) Delete this section and replace it with the following Each course of asphalt concrete pavement shall be compacted to a minimum of 91% of theoretical maximum Rice density, ASTM D2041 5-04.3(11) REJECT HMA (******) This section is supplemented with the following Delete all references to Combined Pay Factor (CPF) Payment will be made on the basis of the unit contract price for "HMA Cl. 3/8" PG 64-28" for all HMA accepted on the project. HMA not meeting the quality requirements of the Contract shall be rejected 5-04.3(13) SURFACE SMOOTHNESS (******) This section is supplemented with the following Where directed by the Engineer, the Contractor shall feather the HMA pavement in a manner to produce a smooth -riding connection to the existing pavement. HMA CI 3/8" PG 64-28 shall be utilized in the construction of the feathered connections to existing pavement. All costs and expenses in connection with providing, placing material, and feathering the asphalt concrete pavement shall be paid for as the unit contract price per ton for "HMA CI 3/8" PG 64-28 " All utility appurtenances such as manhole covers and valve boxes shall be adjusted to finished grade in accordance with the procedure in Section 7-05 3(1) G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-57 5-04.3(15) HMA ROAD APPROACHES (******) This section is supplemented with the following: Any portion of the existing driveway (road approach) beyond the construction limits that is damaged by the Contractor's operations shall be replaced in kind at his expense to the satisfaction of the Engineer. Grades from the edge of pavement to existing driveways (road approaches) shall be constructed to provide safe ingress and egress and shall be constructed of materials in kind, as shown on the plans, or as otherwise directed by the Engineer All transitions to existing asphalt concrete and cement concrete driveways, curb, asphalt thickened edge for gutter, and walkways shall be vertically sawcut at least two (2) inches with straight, uniform edges. Existing asphalt pavement may be cut with a wheel, provided the wheel cut is full depth and no damage occurs to the pavement which is to remain. 5-04.3(17) PAVING UNDER TRAFFIC (******) Delete the following in the fifth paragraph "except the costs of temporary pavement markings" 5-04.3(21) ASPHALT BINDER REVISION (******) Section 5-04 3(21) is deleted. 5-04.5 PAYMENT (******) This section is supplemented with the following. Payment shall be per SECTION 1-09 3(1) Description of Bid Items The following sections are deleted 5-04.5(1) QUALITY ASSURANCE PRICE ADJUSTMENT 5-04.5(1)A PRICE ADJUSTMENT FOR QUALITY OF HMA 5-04.5(1)B PRICE ADJUSTMENT FOR QUALITY OF HMA COMPACTION 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE (******) This section is supplemented with the following The Contractor shall establish reference points for the center of each utility appurtenance before their removal for the purpose of relocation for final adjustment to final grade. Manholes, water valve boxes, catch basins and similar utility appurtenances and structures shall not be adjusted until the Asphalt pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor Adjustment work shall be completed within five (5) working days following paving The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of frame plus two (2) feet. The frame shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade The base materials shall G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-58 be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 11/2 inches below the finished pavement surface On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. HMA CL 3/8" shall then be placed and compacted with hand tampers and a patching roller The completed patch shall match the existing paved surface for texture, density, and uniformity of grade The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies Utility structures outside paved areas shall be adjusted to match the finish grade of the area surrounding the structure The Contractor shall form an area a minimum of one foot outside the edges of the structure one foot deep, and pour and finish neatly with Class 3000 concrete to match the slope and grade of the adjacent area. The utility lid shall be cleaned of all concrete prior to acceptance 7-05.5 PAYMENT (******) This section is supplemented with the following Payment shall be per SECTION 1-09 3(1) Description of Bid Items 7-09 WATER MAINS 7-09.1 DESCRIPTION (******) Add the following This work shall consist of constructing both PVC and HDPE irrigation lines in accordance with the Plans and Specifications. 7-09.1(1)C GRAVEL BACKFILL FOR PIPE ZONE BEDDING (******) Add the following Imported pipe zone bedding for flexible pipes (PVC and HDPE) shall be imported crushed surfacing top course meeting the requirements of section 9-03 9(3), and shall be placed and compacted in layers as designated by the Engineer Pipe zone bedding for rigid pipes shall be native or imported crushed surfacing base course meeting the requirements of SECTION 9-03 9(3), or as approved by the Engineer 7-09.1(1)E TRENCH BACKFILL (******) Add the following Imported select backfill, where directed by the Engineer, shall be crushed gravel, placed and compacted in layers The crushed gravel bedding shall conform to crushed surfacing base course meeting the requirements of SECTION 9-03 9(3), or as approved by the Engineer 7-09.2 MATERIALS (******) Revise this section as follows Polyethylene Pressure Pipe (HDPE) see Section 7-20 Polyvinyl Chloride Pressure Pipe (PVC) G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-59 PVC pipe 8 -inches and over shall meet the requirements of ANSI/AWWA C900 and shall have minimum wall thickness equal or greater than a standard dimension ratio (SDR) of 18 Joints shall meet the requirements of ASTM D 3139 using a restrained rubber gasket meeting the requirements of ASTM F 477 PVC pipe 6 -inches and under shall meet the requirements of ASTM 2241 and shall have minimum wall thickness equal or greater than a standard dimension ratio (SDR) of 21 Joints shall meet the requirements of ASTM D3139 using a restrained rubber gasket meeting the requirements of ASTM F477 Bedding Materials (Flexible Pipes) . .. .. 9-03.9(3) Top Course Bedding Materials (Rigid Pipes) ..... . . 9-03 9(3) Base Course Imported Select Backfill 9-03 9(3) Base Course 7-09.3(9) BEDDING THE PIPE The first sentence shall be replaced with the following Bedding material shall be imported pipe bedding meeting the requirements of SECTION 7-09.2 of these Special Provisions. 7-09.3(10) BACKFILLING TRENCHES (******) Add the following. Street crossing trenches, transverse service lateral trenches and other locations as directed by the Engineer shall be backfilled for the full depth of the trench with imported select backfill meeting the requirements of SECTION 7-09.2 of these Special Provisions. When a trench is not backfilled the day of pipe installation, the Contractor shall cover trenches overnight with steel plating, leaving no trenches open Barricades and/or warning tape will not be acceptable 7-09.3(11) COMPACTION OF BACKFILL Delete the first paragraph and add the following Mechanical compaction shall be required for all trenches The Contractor is hereby cautioned that time extensions shall not be granted due to unstable trench backfill conditions caused by excessive watering. The Contractor shall be responsible for correcting such conditions caused by his own construction activities. The density of the compacted material shall be at least 95% of the maximum density as determined by ASTM D 698 Tests (Standard Proctor) The Contractor shall notify the Engineer when they are ready for in-place density tests of the trench line Density tests shall be taken by the Owner at various depths in the trench, as required The Contractor shall provide a backhoe and operator for the excavation and backfill of test holes The cost of the backhoe and operator shall be considered incidental to the other bid items All costs associated with failed tests shall be the responsibility of the Contractor Placement of courses of aggregate shall not proceed until density requirements have been met. The first five (5) trench backfill operations shall be considered a test section for the Contractor to demonstrate his backfilling and compaction techniques The Contractor shall notify the Engineer at least 3 working days prior to beginning trench excavation and backfill operations and the Owner will arrange for in-place density tests to be taken on the completed test section in accordance with the above requirements No further trenching will be allowed until the specified density is achieved in the test section Passing in-place density tests in the test section will not relieve the Contractor from achieving the specified densities throughout the project. G\PROJECTS\2009\09041 \PHASE 2\09041 Spec.docx 6-60 7-09.4 MEASUREMENT (******) This section is supplemented with the following: There will be no separate measurement or payment for dewatering operations by the Contractor. All costs associated with dewatering operations shall be included in the various bid items associated with the work. 7-09.5 PAYMENT (******) This section is supplemented with the following. Payment shall be per SECTION 1-09 3(1) Description of Bid Items. 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (******) Add the following: Gate Valves All gate valves size 2 -inch and larger 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 2 -inch through 6 -inch 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. Valve Boxes: The top section of the valve boxes shall be Olympic Foundry 940-A, or approved equal, 8 inches high. The bottom section shall be Olympic Foundry 940, or equal, 36 inches high; extension sections shall be Olympic Foundry 940R 12, or equal, 12 inches high. 7-12.3 CONSTRUCTION REQUIREMENTS (******) Add the following. Upon completion of all work in connection with this Contract, all valves involved in this work shall be opened and the Engineer so notified. The Contractor shall keep the valve boxes free from debris caused by the construction activities. All valve boxes will be inspected during final walk-thru to verify that the valve box is plumb and that the valve wrench can be placed on the operating nut. Valve boxes should be set to position during backfilling operations so they will be in a vertically centered alignment to the valve operating stem. The Contractor shall adjust all water valve boxes to the final grade of the surrounding area including new concrete sidewalk, asphalt paving, gravel surfacing, or topsoil surfacing. 7-12.5 PAYMENT (******) This section is supplemented with the following. Payment shall be per SECTION 1-09.3(1) Description of Bid Items. G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-61 7-20 PIPE INSTALLATION REQUIREMENTS (NEW SECTION) 7-20.1 DESCRIPTION (******) The intent of this Specification is to provide general requirements for the rehabilitation of the existing irrigation system piping with new HDPE and PVC piping These Specifications are intended to be performance specifications that describe the ultimate function to be achieved, that is the rehabilitation of the existing irrigation system piping to provide leakproof, pressurized irrigation service Therefore, the precise materials and the methods outlined are not described in detail in the following Sections. All materials and methods used shall be approved by the Engineer, prior to beginning work. 7-20.2 MATERIALS (******) Polyvinyl Chloride Pressure Pipe (PVC) shall comply with Section 7-09 Water Mains High Density Polyethylene Pipe (HDPE) shall be extra high molecular weight, high density ethylene/hexane copolymer, PE 3408 polyethylene resin. The Standard Dimension Ratio (SDR) shall be SDR 11 for pipe sizes 12 -inch diameter and smaller Pipe material shall be provided in straight segments and no coiled pipe will be allowed Pipe material shall be provided such that the pipe cross-section is uniformly round No out -of -round pipe shall be used on the project. The manufacturer's certification shall state that the pipe was manufactured from one specific resin in compliance with these Specifications The certificate shall state the specific resin used, its source, and list its compliance with these Specifications. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties throughout. During extrusion production, the HDPE pipe shall be continuously marked with durable printing including (but not limited to) nominal size, dimension ratio, pressure rating, type (trade name), material classification, certification base and date Polyethylene fittings shall comply with all appropriate requirements of AWWA C901, AWWA C906, or CSA B137.1 Socket type fittings shall comply with ASTM D2683 Butt fusion fittings shall comply with ASTM D3261 Electrofusion fittings shall comply with ASTM F1055 Fabricated fittings shall be designed and manufactured to be as strong or stronger than the pipe to which the fittings will be joined Mechanical fittings shall be approved only after submission of appropriate test data and service histories indicating their acceptability for the intended service In all cases, the 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 cross-section shape. 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 G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-62 Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer's recommendations The handling of pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed or the section of pipe rejected 7-20.3 CONSTRUCTION REQUIREMENTS 7-20.3(1) PREPARATION OF EXISTING LINES It shall be the responsibility of the Contractor to clean and clear the existing irrigation lines of obstructions, solids, roots, collapsed pipe, or any other impediment or material which prevents proper insertion of the sliplining pipe If inspection reveals an obstruction that is not at the location of an access pit or new service connection, the Contractor shall make an excavation to expose and remove or repair the obstruction Such excavation shall be approved by the Owner prior to the commencement of the work. 7-20.3(1)A CLEANING EXISTING PIPE The Contractor shall be required to furnish all labor, equipment, appliances, and materials necessary for cleaning the irrigation system pipes including the removal of all debris, roots, solids, sand, rock, etc , from the existing irrigation lines The existing irrigation mains shall be cleaned using mechanical, hydraulically -propelled, and/or high velocity cleaning equipment. The cleaning process shall remove all debris from each irrigation main segment. All cleaning equipment and devices shall be operated by experienced personnel Satisfactory precautions shall be taken to protect the irrigation mains from damage that might be inflicted by the improper use of the cleaning process equipment. The Contractor shall be responsible for collection and disposal of all materials collected or accumulated during the cleaning process and shall comply with all Federal, State, and local environmental and anti- pollution laws, ordinances, codes, and regulations. Under no circumstances shall materials generated from pipe cleaning activity be improperly disposed, dumped onto streets or ditches, catch basins, storm drains, or sanitary sewers The Contractor shall be required to demonstrate the performance capabilities of the cleaning equipment proposed for use on the project. If the results obtained by the proposed pipe cleaning equipment are not satisfactory, the Contractor shall use different equipment and/or attachments, as required, to meet the specifications 7-20.3(1)B INSPECT EXISTING PIPE The Contractor shall be required to furnish all labor, materials, and equipment necessary for television inspection and video recording operations The Contractor shall provide a DVD recording and logs of the televised inspection for review by the Engineer a minimum of 72 hours prior to sliplining work. If the Contractor provides a video recording of such poor quality that it cannot be properly evaluated, the Contractor shall re -televise as necessary and provide a video of good quality at no additional cost to the Owner No sliplining shall take place until videos have been reviewed by the Engineer and written approval has been provided to the Contractor The television unit shall have the capability of displaying in color, on DVD, pipe inspection observations such as pipe defects, sags, points of root intrusion, offset joints, service connection locations, and any other relevant physical attributes Each DVD shall be permanently labeled with the following project name, date of television inspection, location and size of irrigation main, street/easement location, name of Contractor; date video submitted, and video number The Contractor shall provide a line diagram area sketch and written log for each completed segment of televised irrigation main describing the section being televised, camera direction, position of service G.\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-63 connections, description and location of failures, pipe type and condition, weather conditions, and other significant observations. The television inspection equipment shall have an accurate footage counter which displays on the monitor the exact distance of the camera from the center of the starting point. A camera with rotating and panning lens capabilities is required The camera height shall be centered in the conduit being televised The speed of the camera through the conduit shall not exceed 40 feet per minute. There may be occasions during televised inspection when the camera will be unable to pass an obstruction At that time, and prior to proceeding, the Contractor shall contact the Owner's project observer If the length of irrigation main cannot be televised due to obstruction, the Contractor shall clean the system as is necessary. If, in the opinion of the Owner's project observer, the obstruction is attributed to blockage non -removable by cleaning, televising shall be suspended, payment shall be made based on the actual televised length, and the remaining televising of irrigation piping shall be continued upon successful correction of the blockage by the Contractor No additional payment shall be made for additional setups required due to obstructions encountered during televising No separate payment will be made for any excavations or any other method which may be required to retrieve video equipment that may have been hung up, destroyed, and/or lost during the operation 7-20.3(1)C OBSTRUCTION REMOVAL The Contractor shall be required to remove in entirety all full and partial obstructions discovered during the cleaning and televising work, including existing service connections, prior to sliplining work. At existing service connections, the Contractor shall excavate and remove the existing service connections from the existing irrigation main If a new service connection is proposed for the location, the Contractor shall remove a minimum two (2) foot section of the existing main, centered on the location of the proposed service connection Blockages and obstructions shall be removed using non -intrusive methods where possible If the blockage or obstruction cannot be removed using non -intrusive methods, the Contractor shall excavate and remove the blockage The Contractor shall notify the Engineer and receive approval prior to beginning excavation for blockage 7-20.3(2) INSTALLING HDPE PIPE 7-20.3(2)A JOINING HDPE PIPE (******) Sections of polyethylene pipe shall be joined into continuous lengths on the job site, above ground The joining method shall be butt fusion and shall be performed in strict conformance with the pipe manufacturer's recommendations and ASTM -F585 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 and certified within the past 12 months. Copies of certifications shall be provided to the Engineer prior to construction The fusion equipment shall be equipped with a Datalogger for recording heater temperature and fusion pressure The Contractor shall maintain a log of all fusion activity on the project. At a minimum, the fusion log shall indicate the following parameters. Name of technician, plan location, time, ambient temperature, fusion temperature, fusion pressure, fusion duration, and cool -down time 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 G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-64 the end of each working day to prevent entry by animals (i.e rodents, cats, etc) If pipe is left open and unattended by the Contractor, he shall be responsible for verifying no animals have entered the pipe and provide suitable evidence to the Engineer The Contractor shall not continue work until such evidence is provided and accepted by the Engineer 7-20.3(2)B SLIPLINING WITH HDPE PIPE Sliplining shall be accomplished with a power winch and steel cable connected to the end of the liner by use of an appropriate nose -cone pulling head During insertion of the new HDPE pipe, precautions should be taken to protect the liner pipe as it is pulled into the existing irrigation main piping Any cuts, gouges, or scrapes equal to 10% of the liner wall thickness shall be cause for rejection of that portion of the liner pipe Once the insertion is initiated, the pull shall be completed without interruption At the Contractor's option, as recommended by the pipe manufacturer, the liner pipe may be pushed into position, or a combination of pushing and pulling techniques may be used to insert the liner The manufacturer's recommendations shall be followed regarding relaxation and thermal equilibrium of the liner prior to terminal and service connections, but shall not be less than 2 hours Following the required time, terminal and service connections may be made, the annulus of the existing pipes shall be sealed, and backfilling of open pits may be completed 7-20.3(2)C WINCHING (******) The winch shall be of the constant load type but shall be fit with a direct reading load gauge to measure the winching load At the end of each day's winching, the Contractor shall provide the Owner with copies of the forces recorded in winching at the start of any pull and during the pull at increments of 50 feet of winching distance and at any restart after temporary stops The winch shall be fitted with a device to automatically disengage when the load exceeds a preset maximum load to be approved by the Owner Under no circumstances will the pipe be stressed beyond its elastic limit. The Contractor shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points The winch, cable, and cable drum shall be provided with safety cage and supports so it may be operated safely without injury to persons or property The Contractor shall provide a system of guide pulleys and bracings at each access pit to minimize cable contact with the existing irrigation piping The nose cone at the head of the pulled HDPE pipe shall be fitted with a swivel attachment to prevent or minimize the twist transmission between the winch cable and the nose cone The excavation supports at the launch site shall remain completely separate from the pipe support system and must be so designed that neither the pipe nor the winch cable is in contact with them Lubrication to ease the pull shall be as recommended by the HDPE pipe manufacturer, shall not be harmful to piping materials, and shall be approved by the Owner 7-20.3(2)D INSERTION OR ACCESS PITS (******) The Contractor shall construct insertion or access pits at locations which maximize pulling distances and directions, and which minimize disruption to traffic and impacts to adjacent properties Proposed access pit locations are shown on the Plans for the Contractor's consideration The final number and location of insertion or access pits shall be proposed by the Contractor and approved by the Owner prior to excavation The length of the access pit shall be a minimum of 12 times the diameter of the liner plus the sloping ends of the pit. The ends of the pit shall be sloped at a minimum of 2 5 to 1 slope from the ground surface to G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-65 the top of the existing irrigation main The sides of the pit shall be properly braced per local, state, and federal regulations. The width of the access pit shall be a minimum of the outside diameter of the existing irrigation main plus 12 inches, but shall not exceed 3 feet in width The access pit shall allow insertion of continuous pipe length without bending to a smaller radius of curvature than permissible by the manufacturer The top of the existing irrigation main shall be exposed to the spring line and the crown of the pipe shall be removed for the full length of the insertion pit. Care shall be taken not to disturb the bottom portion of the existing irrigation main In addition, the top of the pipe length to be inserted shall be protected from damage at the entry into the pipe to be sliplined 7-20.3(2)E SERVICE CONNECTIONS (**.*..) New irrigation service connections shall be made at locations as shown on the Plans or as otherwise directed by the Owner All existing and new service connections shall be identified and located prior to pipe rehabilitation work. All existing service connections shall be removed in entirety from the existing main and all locations requiring new service connection shall be prepared by removing a minimum of a two (2) foot section of the existing main, centered on the location of the proposed service connection, prior to the pipe rehabilitation work. The Contractor shall allow a sufficient pipe relaxation period, as recommended by the pipe manufacturer, but not less than 2 hours, following the insertion of the liner pipe prior to completing new service connections Service connections for HDPE pipe shall be manufactured by Friatec or approved equal and shall be installed by fusion of service saddles onto the new HDPE irrigation pipe according to manufacturer's recommendations Service connections for PVC pipe shall be Romac style 101S with stainless steel straps and Ford C86-33 coupling, or approved equal. Service saddles shall provide a 3/4 -inch service or 1 -inch service as shown on the Plans and shall match the size and type of pipe of the new irrigation main A mechanical -assist tool shall be used to fuse saddles to new HDPE irrigation pipe and all fusing shall be done in strict accordance with the pipe manufacturer's recommendations Holes made in the HDPE irrigation main for services shall be full circle, made with a hole saw, and match the service size (i.e 3/4" hole for 3/4" service, etc.) All service coupons shall be retained Following sufficient cooling time, all service saddle connections shall be pressure tested by the Contractor and approved by the Owner prior to tapping the main, completion of the service, and backfilling operations The Contractor shall prove new service connections are connected to the intended private irrigation system using compressed air, or other method as proposed by the Contractor and approved by the Engineer The Contractor shall disconnect existing service lines where new service locations are installed as shown on the Plans. Where adjacent property owners connected irrigation services to existing customer service piping, the Contractor shall disconnect these services. The Contractor shall record existing service valve position (On/Off) on a set of record drawings prior to removal and the Contractor shall return new valve to original position after pressure testing and acceptance These record drawings shall be provided to the engineer upon completion of the project. 7-20.3(2)F LEAK TESTING Pressure testing HDPE pipe shall be conducted in accordance with ASTM F2164, Field Leak Testing of Polyethylene Pressure Piping Systems Using Hydrostatic Pressure All pipes (both PVC and HDPE) shall be filled with water raised to test pressure and allowed to stabilize The test pressure shall be 60 psi. The pipe shall pass if the final pressure is within 5% of the test pressure for 1 hour The service shall pass if the final test pressure maintains for a minimum of 10 minutes. For safety reasons, hydrostatic testing only will be used. The Contractor shall maintain a log of all pipe and service testing on the project. At a minimum, the testing log shall indicate the following parameters. Name of technician, time, test pressure, test duration, and whether the test passed or failed G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-66 7-20.4 MEASUREMENT AND PAYMENT Measurement and payment shall be per Section 1-09 3(1) Description of Bid Items. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS, AND SPILLWAYS (******) This section is supplemented with the following Cement concrete traffic curb and gutter constructed on this project shall be as shown on the Details in the Plans Full Height or "Barrier" cement concrete traffic curb and gutter as shown on the Details shall be used on the roadway Depressed or "Driveway" cement concrete traffic curb and gutter as shown on the Details shall be used at all driveway and wheelchair ramp locations as directed in the field by the Engineer Any cement concrete curb and gutter installed by the Contractor not complying with the section details on the Plans shall be removed and replaced at the Contractor's expense A template shall be required to be placed at the back of curb for construction of driveway transitions from "Barrier" to "Driveway" curb and gutter The template shall extend from the bottom of curb to the top of the curb, and shall have a minimum length of 8 feet, with the 6 -foot long transition centered in the template The Contractor shall also be required to use a template at the back of Driveway/Depressed curb and gutter to ensure a straight and uniform back of curb in conformance with the Details The new concrete curb and gutter shall be cured in accordance with SECTION 5-05 3(13)B of the Standard Specifications Application of the curing compound shall be in accordance with the manufacturer's recommendations First-class workmanship and finish will be required on all portions of concrete curb and gutter work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer The Contractor shall be required to construct a minimum 10 linear foot section of curb and gutter which demonstrates quality which is acceptable by the Owner and Engineer This "model" section will be referenced during construction for comparison to newly poured curb If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional curb and gutter shall be placed Cement concrete curb and gutter which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense Should the Contractor's equipment or methods be unable to produce curb and gutter meeting the requirements of the Details and Specifications, no further curb and gutter construction will be allowed until corrections have been made to said equipment or methods 8-04.5 PAYMENT (******) This section is supplemented with the following Payment shall be per SECTION 1-09 3(1) Description of Bid Items 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(3) PLACING AND FINISHING CONCRETE (******) This section is supplemented with the following All sidewalks not located in driveway entrance areas shall be four (4) inches in thickness All concrete approaches located behind a "Depressed" curb and gutter section shall be six (6) inches in thickness G:\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-67 Sidewalks shall be marked across the entire width every five (5) feet and with preformed asphalt impregnated joint fillers 3/8 -inch thick every twenty (20) feet. Concrete sidewalk shall be cured in accordance with SECTION 5-05 3(13)A of the Standard Specifications Application of the curing compound shall be in accordance with the manufacturer's recommendations Failure to properly secure or seal the cement concrete sidewalk will require the Contractor to remove and replace the sidewalk section at his expense. First-class workmanship and finish will be required on all portions of cement concrete sidewalk work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the Engineer If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional sidewalk shall be placed Cement concrete sidewalk which does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense Should the Contractor's equipment or methods be unable to produce sidewalk meeting the requirements of the Details and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment. 8-14.5 PAYMENT (******) This Section is supplemented with the following. Payment shall be per SECTION 1-09 3(1) Description of Bid Items. G \PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 6-68 APPENDIX A AMENDMENTS TO THE 2010 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS G\PROJECTS\2009\09041\PHASE 2\09041 Spec.docx 1 1 1 1 1 1 a 1 1 1 1 1 1 1 1 1 1 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2010 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 01.AP1 17 SECTION 1-01, DEFINITIONS AND TERMS 18 August 2, 2010 19 1-01.2(1) Associations and Miscellaneous 20 The abbreviation and definition "AREA American Railway Engineering Association" is 21 replaced with the following: 22 23 AREMA American Railway Engineering and Maintenance Association 24 25 02.AP1 26 SECTION 1-02, BID PROCEDURES AND CONDITIONS 27 January 4, 2010 28 1-02.7 Bid Deposit 29 In the first paragraph, the third sentence is revised to read: 30 31 For projects scheduled for bid opening in Olympia, the proposal bond may be in hard 32 copy or electronic format via Surety2000.com or Insurevision.com and BidX.com. 33 34 1-02.9 Delivery of Proposal 35 In the first paragraph, the first sentence is revised to read: 36 37 For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and 38 submitted in the envelope provided with it, or electronically via Expedite software and 39 BidX.com at the location and time identified in Section 1-02.12. 40 41 The following new paragraph is inserted after the first paragraph: 42 43 For projects scheduled for bid opening in the Region, each Proposal shall be sealed 44 and submitted in the envelope provided with it, at the location and time identified in 45 Section 1-02.12. The Bidder shall fill in all blanks on this envelope to ensure proper 46 handling and delivery. 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 1 1 06.AP1 2 SECTION 1-06, CONTROL OF MATERIALS 3 April 5, 2010 4 1-06.1 Approval of Materials Prior to Use 5 This section is supplemented with the following new sub -section: 6 7 8 9 10 11 12 13 14 15 16 17 18 1-06.1(4) Fabrication Inspection Expense In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, Washington the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: • Steel Bridges and Steel Bridge components • Cantilever Sign Structures and Sign Bridges • Cylindrical, Disc, Pin, and Spherical Bearings • Modular Expansion Joints • Additional items as may be determined by the Engineer. The deductions for fabrication inspection costs will be as shown in the Payment Table 19 below. 20 21 22 23 Zone Place of Fabrication Reduction in Payment 1 Within 300 airline miles from Seattle None 2 Between 300 and 3,000 airline miles from Seattle $700.00 per *inspection day 3 Over 3,000 airline miles from Seattle $1,000 per *inspection day, but not less than $2,500 per trip *Note - An inspection day includes any calendar day or portion of a calendar day spent inspecting at or traveling to and from a place of fabrication. 24 Where fabrication of an item takes place in more than one zone, the reduction in 25 payment will be computed on the basis of the entire item being fabricated in the furthest 26 of zones where any fabrication takes place on that item. 27 28 The rates for Zone 2 and 3 shall be applied for the full duration time of all fabrication 29 inspection activities to include but not limited to; plant approvals, prefabrication 30 meetings, fabrication, coatings and final inspection. 31 AUGUST 2 2010 AMENDMENTS July 23, 2010 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-06.2(2)A General 2 Table 2 "Pay Factors" on page 1-39 is revised to read: 3 Table 2 Pa v Factors PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (PU + PL) —100 Category n=3 n=4 n_5 n=6 n=7 n=8 n=9 n=10 to n=12 to n=15 to n=18 to n=23 to n=30 to n=43 to n=67 to n=11 n=14 n=17 n=22 n=29 n=42 n=66 1.05 46 51 54 56 58 100 100 100 100 100 100 100 100 100 100 1.04 45 49 53 55 100 99 97 95 96 96 96 97 97 97 97 1 03 44 48 51 100 98 96 94 92 93 93 94 95 95 96 96 1.02 43 47 50 99 97 94 91 89 90 91 92 93 93 94 94 1.01 100 100 100 98 95 92 89 87 88 89 90 91 92 92 93 1.00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92 0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90 0.97 63 68 72 74 76 77 78 79 81 82 83 84 86 87 88 0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87 0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86 0.94 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85 0.93 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84 0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82 0.91 54 59 62 64 66 68 69 70 72 74 75 76 78 79 81 0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80 0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79 0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78 0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77 0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76 (Continued) 4 5 6 7 Table 2 "Pay Factors" on page 1-40 is revised to read: 8 Table 2 Pay Factors (continued PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor (Pu + PO — 100 Category n=3 n=4 n=5 n=6 n=7 n=8 n=9 n=10 to n=12 to n=15 to n=18 to n=23 to n=30 to n=43 to n=67 to n=11 n=14 n=17 n=22 n=29 n=42 n=66 0.85 46 51 54 56 58 60 61 62 64 66 67 69 71 72 75 0.84 45 49 53 55 57 58 60 61 63 65 66 68 70 71 73 0.83 44 48 51 54 56 57 58 60 62 64 65 67 69 70 72 0.82 43 47 50 53 54 56 57 59 61 62 64 66 67 69 71 0.81 41 46 49 51 53 55 56 58 59 61 63 64 66 68 70 0.80 40 44 48 50 52 54 55 56 58 60 62 63 65 67 69 0 79 39 43 46 49 51 52 54 55 57 59 61 62 64 66 68 0 78 38 42 45 48 50 51 52 54 56 58 59 61 63 65 67 0.77 36 41 44 46 48 50 51 53 55 57 58 60 62 64 66 0 76 35 39 43 45 47 49 50 52 54 56 57 59 61 63 65 0 75 33 38 42 44 46 48 49 51 53 54 56 58 60 62 64 REJECT Values Less Than Those Shown Above Reject Quality Levels Less Than Those Specified for a 0.75 Pay Factor Note: If the value of (Pu + PO - 100 does not correspond to a (Pu + PO - 100 value in this table, use the next smaller (Pu + PO - 100 value. 9 10 11 07.AP1 12 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 13 August 2, 2010 14 1-07.2 Sales Tax 15 The third sentence in the first paragraph is revised to read: AUGUST 2 2010 AMENDMENTS July 23, 2010 3 1 2 The Contractor should contact Vendor Payments (a division of Accounting & Financial 3 Services) of the Department of Transportation in Olympia, Washington for answers to 4 questions in this area. 5 6 The first sentence in the third paragraph is revised to read: 7 8 The Contracting Agency will pay the retained percentage only if the Contractor has 9 obtained from the State Department of Revenue a certificate showing that all Contract - 10 related taxes have been paid (RCW 60.28.051). 11 12 1-07.9(1) General 13 The second sentence in the fourth paragraph is revised to read: 14 15 When the project involves highway Work, heavy Work and building Work, the Contract 16 Provisions may list a Federal wage and fringe benefit rate for the highway Work, a 17 separate Federal wage and fringe benefit rate for both the heavy Work and the building 18 Work. 19 20 1-07.13(4) Repair of Damage 21 The last sentence in the first paragraph is revised to read: 22 23 For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2), 1-07.13(3), or 8- 24 17.5, payment will be made in accordance with Section 1-09.4 using the estimated Bid 25 item "Reimbursement for Third Party Damage". 26 27 1-07.15 Temporary Water Pollution/Erosion Control 28 The fourth paragraph is deleted. 29 30 1-07.15(1) Spill Prevention, Control and Countermeasures Plan 31 The third sentence in the first paragraph is revised to read: 32 33 No on-site construction activities may commence until the Contracting Agency accepts 34 a SPCC Plan for the project. 35 36 In item number 10., the first paragraph below the pay item "SPCC Plan," lump sum is revised 37 to read: 38 39 When the written SPCC Plan is accepted by the Contracting Agency, the Contractor 40 shall receive 50 -percent of the lump sum Contract price for the plan. 41 42 1-07.16(2) Vegetation Protection and Restoration 43 The second paragraph is revised to read: 44 45 Damage which may require replacement of vegetation includes torn bark stripping, 46 broken branches, exposed root systems, cut root systems, poisoned root systems, 47 compaction of surface soil and roots, puncture wounds, drastic reduction of surface 48 roots or leaf canopy, changes in grade greater than 6 -inches, or any other changes to 49 the location that may jeopardize the survival or health of the vegetation to be preserved. 50 51 The third paragraph is revised to read: AUGUST 2 2010 AMENDMENTS July 23, 2010 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 When large roots of trees designated to be saved are exposed by the Contractor's 3 operation, they shall be wrapped with heavy, moist material such as burlap or canvas 4 for protection and to prevent excessive drying. The material shall be kept moist and 5 securely fastened until the roots are covered to finish grade. All material and fastening 6 material shall be removed from the roots before covering. All roots 1 -inch or larger in 7 diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. 8 Damaged, torn, or ripped bark shall be removed as ordered by the Engineer at no 9 additional cost to the Contracting Agency. 10 11 The fourth paragraph is revised to read: 12 13 Any pruning activity required to complete the Work as specified shall be performed by a 14 Certified Arborist as designated by the Engineer. 15 16 08.AP1 17 SECTION 1-08, PROSECUTION AND PROGRESS 18 April 5, 2010 19 1-08.1 Subcontracting 20 The second and third sentences in the eighth paragraph are revised to read: 21 22 This Certification shall be submitted to the Project Engineer on WSDOT form 421-023, 23 "Quarterly Report of Amounts Paid as MBE/WBE Participants", quarterly for the State 24 fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through 25 September 30, October 1 through December 31, and for any remaining portion of a 26 quarter through Physical Completion of the Contract. The report is due 20 calendar 27 days following the fiscal quarter end or 20 -calendar days after Physical Completion of 28 the Contract. 29 30 The last sentence in the ninth paragraph is revised to read: 31 32 When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in 33 lieu of WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBE/WBE 34 Participants". 35 36 1-08.5 Time for Completion 37 The last two sentences in the first paragraph are revised to read: 38 39 When any of these holidays fall on a Sunday, the following Monday shall be counted a 40 nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be 41 counted a nonworking day. The days between December 25 and January 1 will be 42 classified as nonworking days. 43 44 09.AP1 45 SECTION 1-09, MEASUREMENT AND PAYMENT 46 August 2, 2010 47 1-09.9 Payments 48 The first paragraph is revised to read: 49 AUGUST 2 2010 AMENDMENTS July 23, 2010 5 1 The basis of payment will be the actual quantities of Work performed according to the 2 Contract and as specified for payment. 3 4 The Contractor shall submit a breakdown of the cost of lump sum Items to enable the 5 Project Engineer to determine the Work performed on a monthly basis. Lump sum item 6 breakdowns shall be submitted prior to the first progress payment that includes payment 7 for the Bid Item in question. A breakdown is not required for lump sum items that 8 include a basis for incremental payments as part of the respective Specification. Absent 9 a lump sum breakdown the Project Engineer will make a determination based on 10 information available. The Project Engineer's determination of the cost of work shall be 11 final. 12 13 In the third paragraph, the second sentence is deleted. 14 15 1-09.11(1)A Disputes Review Board Membership 16 This section is supplemented with the following new paragraph: 17 18 The Contracting Agency and Contractor shall indemnify and hold harmless the Board 19 Members from and against all claims, damages, losses and expenses, including but not 20 limited to attorney's fees arising out of and resulting from the actions and 21 recommendations of the Board. 22 23 10.AP1 24 SECTION 1-10, TEMPORARY TRAFFIC CONTROL 25 April 5, 2010 26 In Division 1-10, all references to "truck mounted" are revised to read "transportable". 27 28 1-10.2(3) Conformance to Established Standards 29 In the fifth paragraph, the reference "(TMA's)" is deleted. 30 31 1-10.3(2)C Lane Closure Setup/Takedown 32 In the second paragraph, the reference to "TMA/arrow board" is revised to read 33 "transportable attenuator/arrow board". 34 35 1-10.3(3)A Construction Signs 36 In the fourth paragraph "height" is replaced with "top of the ballast". 37 38 1-10.3(3)J Truck Mounted Attenuator 39 The title for this section is revised to read: 40 41 1-10.3(3)J Transportable Attenuator 42 43 In the second and fourth paragraphs, the references to "TMA" are revised to read 44 "Transportable Attenuator". 45 46 In the first paragraph, the first sentence is revised to read: 47 48 Where shown on an approved traffic control plan or where ordered by the Engineer, the 49 Contractor shall provide, operate, and maintain transportable impact attenuators as 50 required in Section 9-35.12. AUGUST 2 2010 AMENDMENTS July 23, 2010 6 1 2 In the third paragraph, the reference to "truck's" is revised to read "host vehicle's". 3 4 1-10.4(2) Item Bids with Lump Sum for Incidentals 5 All references to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable 6 Attenuator(s)". 7 8 In the eighth paragraph, the first sentence is revised to read: 9 10 "Transportable Attenuator" will be measured per each one time only for each host 11 vehicle with mounted or attached impact attenuator used on the project. 12 13 In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with 14 "transportable attenuator". 15 16 1-10.5(2) Item Bids with Lump Sum for Incidentals 17 All references to "truck mounted impact attenuator(s)" are revised to read "transportable 18 attenuator(s)". 19 20 01.AP2 21 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP 22 April 5, 2010 23 2-01.3(2) Grubbing 24 In the first paragraph Item 2. e. is revised to read: 25 26 e. Upon which embankments will be placed except stumps may be close -cut or 27 trimmed as allowed in Section 2-01.3(1) item 3. 28 29 02.AP2 30 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 31 January 4, 2010 32 2-02.3 Construction Requirements 33 The fourth paragraph is revised to read: 34 35 The Contractor may dispose of waste material in Contracting Agency owned sites if the 36 Special Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange 37 to dispose of waste at no expense to the Contracting Agency and the disposal shall 38 meet the requirements of Section 2-03.3(7)C. 39 40 09.AP2 41 SECTION 2-09, STRUCTURE EXCAVATION 42 August 2, 2010 43 2-09.3(2) Classification of Structure Excavation 44 Item number 1 is revised to read: 45 46 1. Class A. Structure excavation required for bridge and retaining wall footings, 47 geosynthetic retaining wall footings, structural earth wall and sign structure 48 footings, pile or drilled shaft caps, seals, wingwall footings, detention vaults, and AUGUST 2 2010 AMENDMENTS July 23, 2010 7 1 noise barrier wall footings shall be classified as Structure excavation Class A. If the 2 excavation requires a cofferdam, structural shoring, or extra excavation, the work 3 outside the neat lines of the Structure excavation Class A shall be classified as 4 shoring or extra excavation Class A. 5 6 01.AP5 7 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION 8 August 2, 2010 9 5-01.2 Materials 10 The referenced section for the following item is revised to read: 11 12 Dowel Bars 9-07.5(1) 13 14 5-01.3(4) Replace Portland Cement Concrete Panel 15 The thirteenth paragraph is revised to read: 16 17 The tie bar and dowel bar holes shall be blown clean with compressed air before 18 grouting. The bar shall be centered in the hole and all voids around the bar completely 19 filled with grout. Dams, if needed, shall be placed at the front of the holes to confine the 20 grout and center the bars in the holes. The dams shall permit the escape of air without 21 leaking grout and shall not be removed until grout has cured in the hole. 22 23 5-01.3(6) Dowel Bar Retrofit 24 The last paragraph is deleted. 25 26 5-01.3(9) Portland Cement Concrete Pavement Grinding 27 The third sentence in the first paragraph is revised to read: 28 29 Grind one pass along the edge adjacent to Portland Cement Concrete Pavement 30 (PCCP) placed in accordance with Section 5-05, before the PCCP is placed. 31 32 The second sentence in the second paragraph is deleted. 33 34 02.AP5 35 SECTION 5-02, BITUMINOUS SURFACE TREATMENT 36 August 2, 2010 37 5-02.5 Payment 38 The following pay item and related statements are deleted: 39 40 "Asphalt Emulsion Price Adjustment", by calculation. 41 42 04.AP5 43 SECTION 5-04, HOT MIX ASPHALT 44 April 5, 2010 45 5-04.3(8)A1 General 46 The second sentence in the second paragraph is revised to read: 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt 2 binder, when the Proposal quantities exceed 4,000 -tons. 3 4 The third paragraph is revised to read: 5 6 Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal 7 quantities for a class of HMA, with the same PG grade of asphalt binder, are 4,000 -tons 8 or less. 9 10 5-04.3(8)A4 Definition of Sampling Lot and Sublot 11 The first sentence in the first paragraph is revised to read: 12 13 A lot is represented by randomly selected samples of the same mix design that will be 14 tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design 15 may be increased to 25 sublots 16 17 5-04.3(10)B1 General 18 The first sentence in the second paragraph is revised to read: 19 20 A lot is represented by randomly selected samples of the same mix design that will be 21 tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design 22 may be increased to 25 sublots. 23 24 05.AP5 25 SECTION 5-05, CEMENT CONCRETE PAVEMENT 26 August 2, 2010 27 5-05.3(1) Concrete Mix Design For Paving 28 In number 3.c., the last paragraph is deleted. 29 30 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 31 All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". 32 33 In the fifth paragraph "WAQTC FOP for TM 2" is revised to read "WAQTC TM 2". 34 35 The eighth paragraph is revised to read: 36 37 Acceptance testing for compliance of air content and 28 -day compressive strength shall 38 be conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air 39 content shall be determined by conducting WSDOT FOP for WAQTC /AASHTO T 152. 40 Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and 41 WSDOT FOP for AASHTO T 22. 42 43 5-05.3(11) Finishing 44 The first sentence in the third paragraph is revised to read: 45 46 On projects requiring less than 500 -square yards of cement concrete pavement or 47 irregular areas the surface finish may be either longitudinal tining or be given a final 48 finish surface by texturing with a comb perpendicular to the centerline of the pavement. 49 50 The third sentence in the third paragraph is deleted. AUGUST 2 2010 AMENDMENTS July 23, 2010 9 1 2 The last sentence in the third paragraph is revised to read: 3 4 Regardless of the surface finish, if the pavement has a raised curb without a formed 5 concrete gutter, the texturing shall end 2 -feet from the curb line. 6 7 This section is supplemented with the following two new paragraphs: 8 9 The standard method of surface finish shall be longitudinal tining. In advance of curing 10 operations, where longitudinal tining is required, the pavement shall be given an initial 11 and a final texturing. Initial texturing shall be performed with a burlap drag or broom 12 device that will produce striations parallel with centerline. Final texturing shall be 13 performed with a spring steel tine device that will produce grooves parallel with the 14 centerline. The spring steel tine device shall be operated within 5 -inches, but not closer 15 than 3 -inches, of pavement edges. 16 17 Burlap drags, brooms and tine devices shall be installed on self-propelled equipment 18 having external alignment control. The installation shall be such that when texturing, 19 the area of burlap in contact with the pavement surface shall be maintained constant at 20 all times. Broom and tine devices shall be provided with positive elevation control. 21 Downward pressure on pavement surface shall be maintained at all times during 22 texturing so as to achieve uniform texturing without measurable variations in pavement 23 profile. Self-propelled texturing machines shall be operated so that travel speed when 24 texturing is maintained constant. Failure of equipment to conform to all provisions in 25 this paragraph shall constitute cause for stopping placement of concrete until the 26 equipment deficiency or malfunction is corrected. Spring steel tines of the final texturing 27 device shall be rectangular in cross section, 3/32 to 1/8 inch wide, on 3/4 inch centers, and 28 of sufficient length, thickness and resilience to form grooves approximately 3/16 inch 29 deep in the fresh concrete surface. Final texture shall be uniform in appearance with 30 substantially all of the grooves having a depth between 1/16 inch and 5/16 inch. 31 32 5-05.3(12) Surface Smoothness 33 The first paragraph is revised to read: 34 35 The pavement smoothness will be checked with equipment furnished and operated by 36 the Contractor, under supervision of the Engineer, within 48 -hours following placement 37 of concrete. Smoothness of all pavement placed except Shoulders, ramp tapers, 38 intersections, tight horizontal curves, and small or irregular areas as defined by Section 39 5-05.3(3) unless specified otherwise, will be measured with a recording profilograph, as 40 specified in Section 5-05.3(3), parallel to centerline, from which the profile index will be 41 determined in accordance with WSDOT Test Method 807. Tight horizontal curves are 42 curves having a centerline radius of curve less than 1,000 feet and pavement within the 43 superelevation transition of those curves. 44 45 5-05.3(13)A Curing Compound 46 The tenth paragraph is deleted. 47 48 5-05.3(16) Protection of Pavement 49 All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". AUGUST 2 2010 AMENDMENTS July 23, 2010 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 5-05.3(17) Opening to Traffic 3 All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". 4 5 01.AP6 6 SECTION 6-01, GENERAL REQUIREMENTS FOR STRUCTURES 7 August 2, 2010 8 6-01.6 Load Restrictions on Bridges Under Construction 9 In the first paragraph "roadway deck" is deleted and replaced with "bridge deck". 10 11 6-01.8 Approaches to Movable Spans 12 In the first paragraph "roadway" is deleted and replaced with "bridge deck". 13 14 02.AP6 15 SECTION 6-02, CONCRETE STRUCTURES 16 August 2, 2010 17 In Division 6-02, all references to "roadway slab", "roadway deck" and "deck slab" are 18 deleted and replaced with "bridge deck". 19 20 6-02.3(1) Classification of Structural Concrete 21 The first paragraph is deleted and replaced with the following two new paragraphs: 22 23 The class of concrete to be used shall be as noted in the Plans and these 24 Specifications. The Class includes the specified minimum compressive strength in psi at 25 28 days (numerical class) and may include a letter suffix to denote structural concrete 26 for a specific use. Letter suffixes include A for bridge approach slabs, D for bridge 27 decks, P for piling and shafts, and W for underwater. The numerical class without a 28 letter suffix denotes structural concrete for general purposes. 29 30 Concrete of a numerical class greater than 4000 shall conform to the requirements 31 specified for either Class 4000 (if general purpose) or for the appropriate Class 4000 32 with a letter suffix, as follows: 33 34 1. Mix ingredients and proportioning specified in Section 6-02.3(2) and Section 6- 35 02.3(2)A. 36 37 2. Consistency requirements specified in Section 6-02.3(4)C. 38 39 3. Curing requirements specified in 6-02.3(11). 40 41 6-02.3(2) Proportioning Materials 42 43 The table following the third paragraph is supplemented with the following: Lean Concrete 35 40 44 45 6-02.3(2)D Lean Concrete 46 This section is revised to read: 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 11 1 Lean concrete shall have a minimum cementitious material content of between 2 145 and 200 -pounds per cubic yard and have a maximum water/cement ratio of 3 2. 4 5 6-02.3(6) Placing Concrete 6 The third paragraph is revised to read: 7 8 All foundations, forms, and contacting concrete surfaces shall be moistened with water 9 just before the concrete is placed. Any standing water on the foundation, on the 10 concrete surface, or in the form shall be removed. 11 12 The following new sentence is added after the fourth sentence in the fourth paragraph: 13 14 The submittal to the Engineer shall include justification that the concrete mix design will 15 remain fluid for interruptions longer than 30 -minutes between placements. 16 17 6-02.3(6)D Protection Against Vibration 18 The first paragraph is revised to read: 19 20 Freshly placed concrete shall not be subjected to excessive vibration and shock waves 21 during the curing period until it has reached a 2000 -psi minimum compressive strength 22 for structural concrete and lower strength classes of concrete. 23 24 6-02.3(10)D Concrete Placement, Finishing, and Texturing 25 The following paragraph is inserted at the beginning of this section: 26 27 Before placing bridge approach slab concrete, the subgrade shall be constructed in 28 accordance with Sections 2-06 and 5-05.3(6). 29 30 6-02.3(11) Curing Concrete 31 In the fifth paragraph "Type 1 D" is revised to read "Type 1D, Class B". 32 33 6-02.3(17)F Bracing 34 Under the heading "Temporary Bracing for Bridge Girders", the table is revised to read: 35 Girder Series Distance in Inches W42G 30 W5OG 42 W58G 63 W74G 66 Prestressed concrete tub girders with webs with flanges 30 WF36G, WF42G, WF50G, WF58G, WF66G, WF74G, WF83G, WF95G, and WF100G 70 W32BTG, W38BTG, and W62BTG 70 WF74PTG, WF83PTG, 70 AUGUST 2 2010 AMENDMENTS July 23, 2010 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WF95PTG, and WF100PTG 1 2 3 6-02.3(17)N Removal of Falsework and Forms 4 The first paragraph including table is revised to read: 5 6 If the Engineer does not specify otherwise, the Contractor may remove forms based on 7 an applicable row of criteria in the table below. Both compressive strength and minimum 8 time criteria must be met if both are listed in the applicable row. The minimum time shall 9 be from the time of the last concrete placement the forms support. In no case shall the 10 Contractor remove forms or falsework without the Engineer's approval. AUGUST 2 2010 AMENDMENTS July 23, 2010 13 1 Concrete Placed In Percent of Specified Minimum Compressive Strengthl Minimum Compressive Strengthl Minimum Time Columns, walls, non- sloping box girder webs, abutments, footings, pile caps„ traffic and pedestrian barriers, and any other side form not supporting the concrete weight. — — 3 days Columns, walls, non- sloping box girder webs, abutments, traffic and pedestrian barriers, and any other side form not supporting the concrete weight or other loads. — 1400 psi 18 hours Side forms of footings, pile caps, and shaft caps.2 — — 18 hours Crossbeams, shaft caps, struts, inclined columns and inclined walls. 80 — 5 days Bridge decks supported on wood or steel stringers or on steel or prestressed concrete girders.3 80 — 10 days Box girders, T -beam girders, and flat -slab Superstructure.3 80 — 14 days Arches.3 80 — 21 days 1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. 3 Where continuous spans are involved, the time for all spans will be determined by the last concrete placed affecting any span. 2 3 4 The third and fourth paragraphs are deleted. 5 6 The fifth paragraph is revised to read: 7 8 Curing shall comply as required in Section 6-02.3(11). The concrete surface shall not 9 become dry during form removal if removed during the cure period. 10 11 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 12 In the fourth paragraph "9-20.3(4)" is revised to read "Section 9-20.3(4)". AUGUST 2 2010 AMENDMENTS July 23, 2010 14 1 2 6-02.3(24) Reinforcement 3 This first paragraph is revised to read: 4 5 Although a bar list is normally included in the Plans, the Contracting Agency does not 6 guarantee its accuracy and it shall be used at the Contractor's risk. Reinforcement 7 fabrication details shall be determined from the information provided in the Plans. 8 9 The third paragraph is deleted. 10 11 6-02.3(24)C Placing and Fastening 12 The eighth paragraph is revised to read: 13 14 Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance. 15 16 The 14th paragraph is revised to read: 17 18 Clearances for main bars shall be at least: 19 20 4-inches between: Bars and the surface of any concrete masonry exposed 21 to the action of salt or alkaline water. 22 23 3-inches between: Bars and the surface of any concrete deposited against 24 earth without intervening forms 25 26 2-1/2-inches between. Adjacent bars in a layer. Bridge deck bars and the top of 27 the bridge deck. 28 29 2-inches between: Adjacent layers. Bars and the surface of concrete 30 exposed to earth. Reinforcing bars and the faces of 31 forms for exposed aggregate finish. 32 33 1-1/2-inches between. Bars and the surface of concrete when not specified 34 otherwise in this Section or in the Plans. Barrier and 35 curb bars and the surface of concrete 36 37 1-inch between: Slab bars and the bottom of the slab. Slab bars and the 38 top surface of the bottom slab of a cast-in-place 39 concrete box girder. 40 41 The following new paragraph is inserted after the 14th paragraph: 42 43 Cover to ties and stirrups may be' -inch Tess than the values specified for main bars 44 but shall not be less than 1-inch. 45 46 6-02.3(24)F Mechanical Splices 47 Items 1, 2, and 3 in the fourth paragraph are revised to read: 48 49 1. Mechanical splices shall develop at least 125 percent of the specified yield strength 50 of the unspliced bar. The ultimate tensile strength of the mechanical splice shall 51 exceed that of the unspliced bar. 52 AUGUST 2 2010 AMENDMENTS July 23, 2010 15 1 2. The total slip of the bar within the spliced sleeve of the connector after loading in 2 tension to 30.0 ksi and relaxing to 3.0 ksi shall not exceed the following measured 3 displacements between gage points clear of the splice sleeve: 4 5 a. 0.01 inches for bar sizes up to No. 14. 6 7 b. 0.03 inches for No. 18 bars. 8 9 3. The maximum allowable bar size for mechanical laps splices shall be No. 6. 10 11 6-02.3(25) Prestressed Concrete Girders 12 Under the heading "Prestressed Concrete Wide Flange I Girder" the last sentence is 13 revised to read: 14 15 WSDOT standard girders in this category include Series WF36G, WF42G, WF50G, 16 WF58G, WF66G, WF74G, WF83G, WF95G and WF100G. 17 18 Under the heading "Spliced Prestressed Concrete Girder" the last sentence is revised to 19 read: 20 21 WSDOT standard girders in this category include Series WF74PTG, WF83PTG, 22 WF95PTG and WF100PTG. 23 24 6-02.3(25)L Handling and Storage 25 In the third sentence of the second paragraph, the reference to "1 -foot -9 -inches" is revised to 26 read "3 -foot -0 -inches". 27 28 6-02.3(25)N Prestressed Concrete Girder Erection 29 The seventh paragraph is supplemented with the following: 30 31 The aspect ratio (height/width) of oak block wedges at the girder centerline shall not 32 exceed 1.0. 33 34 6-02.3(26)E Ducts 35 Beneath the heading "Ducts for Internal Embedded Installation" the second sentence in 36 the second paragraph is revised to read: 37 38 Polypropylene ducts shall conform to ASTM D 4101 with a cell classification range of 39 PP0340B14541 to PP0340B67884. 40 41 This section is supplemented with the following: 42 43 All duct splices, joints, couplings and connections to anchorages shall be made with 44 devices or methods (mechanical couplers, plastic sleeves, shrink sleeve) that are 45 approved by the duct manufacturer and produce a smooth interior alignment with no lips 46 or kinks. All connections and fittings shall be air and mortar tight. Taping is not 47 acceptable for connections and fittings. 48 49 6-02.3(27) Concrete for Precast Units 50 In the third paragraph "Section 9-12" is revised to read "Section 9-05.50". 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 16 1 6-02.3(28)F Tolerances 2 The reference to "PCI -MNL -166" is revised to read "PCI -MNL -116". 3 4 03.AP6 5 SECTION 6-03, STEEL STRUCTURES 6 August 2, 2010 7 6-03.3(25) Repair Welding 8 In the first paragraph "2002" is revised to read "2008". 9 10 6-03.3(25)A Welding Inspection 11 In the first paragraph "2002" is revised to read "2008". 12 13 In the paragraph below the heading "Radiographic Inspection" "2002 Structural" is revised 14 to read "2008 Bridge". 15 16 6-03.3(29) Vacant 17 This section including title is revised to read: 18 19 Welded Shear Connectors 20 All welded shear connectors on steel girder top flanges shall be installed in the field 21 after the forms for the concrete bridge deck are in place. The steel surface to be 22 welded shall be prepared to SSPC-SP 11, power tool cleaning, just prior to welding. 23 Installation, production control, and inspection of welded shear connectors shall 24 conform to Chapter 7 of the AASHTO/AWS D1.5M/D1.5:2008 Bridge Welding Code. 25 After the welded shear connectors are installed, the weld and the disturbed steel 26 surface shall be cleaned and painted in accordance with Section 6-07.3(9)1. 27 28 6-03.3(33) Bolted Connections 29 This section is revised to read: 30 31 Fastener components shall consist of bolts, nuts, washers, tension control bolt 32 assemblies, and direct tension indicators. Fastener components shall meet the 33 requirements of Section 9-06.5(3). 34 35 The Contractor shall submit documentation of the bolt tension calibrator for approval by 36 the Engineer and shall include brand, capacity, model, date of last calibration, and 37 manufacturer's instructions for use. The Contractor shall be responsible to supply the 38 approved bolt tension calibrator and all accompanying hardware and calibrated torque 39 wrenches to conduct all testing and inspection described herein. Use of the bolt tension 40 calibrator shall comply with manufacturer's recommendations. 41 42 Fastener components shall be protected from dirt and moisture in closed containers at 43 the site of installation. Only as many fastener components as are anticipated to be 44 installed during the Work shift shall be taken from protected storage. Fastener 45 components that are not incorporated into the Work shall be returned to protected 46 storage at the end of the Work shift. Fastener components shall not be cleaned or 47 modified from the as -delivered condition. Fastener components that accumulate rust or 48 dirt shall not be incorporated into the Work. Tension control bolt assemblies shall not 49 be relubricated, except by the manufacturer. 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 17 1 2 3 4 5 6 7 8 9 All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be galvanized or be used in contact with galvanized metal. Washers are required under turned elements for bolted connections and as required in the following: 1. Washers shall be used under both the head and the nut when AASHTO M 253 bolts are to be installed in structural carbon steel, as specified in Section 9- 06.1. 10 11 2. Where the outer face of the bolted parts has a slope greater than 1:20 with 12 respect to a plane normal to the bolt axis, a beveled washer shall be used. 13 14 3. Washers shall not be stacked unless otherwise approved by the Engineer. 15 16 4. It is acceptable to place a washer under the unturned element. 17 18 All galvanized nuts shall be lubricated by the manufacturer with a lubricant containing a 19 visible dye so a visual check for the lubricant can be made at the time of field 20 installation. Black bolts shall be lubricated by the manufacturer and shall be "oily" to the 21 touch when installed. 22 23 After assembly, bolted parts shall fit solidly together. They shall not be separated by 24 washers, gaskets, or any other material. Assembled joint surfaces, including those next 25 to bolt heads, nuts, and washers, shall be free of loose mill scale, burrs, dirt, and other 26 foreign material that would prevent solid seating. 27 28 29 30 31 32 33 34 35 When all bolts in a joint are tight, each bolt shall carry at least the proof load shown in Table 3 below: Table 3 Minimum Bolt Tension Bolt Size (inches) AASHTO M 164 and ASTM F 1852 (pounds) AASHTO M 253 (pounds) 1/2 12,050 14,900 5/8 19,200 23,700 3/4 28,400 35,100 7/8 39,250 48,500 1 51,500 63,600 11/8 56,450 80,100 11/4 71,700 101,800 13/8 85,450 121,300 11/2 104,000 147,500 Prior to final tightening of any bolts in a bolted connection, the connection shall be compacted to a snug -tight condition. Snug tight shall include bringing all plies of the connection into firm contact and snug -tightening all bolts in accordance with Section 6- 03.3(32). AUGUST 2 2010 AMENDMENTS July 23, 2010 18 1 2 Final tightening may be done by either the turn -of -nut method, the direct -tension 3 indicator method, or twist off type tension control structural bolt/nut/washer assembly 4 method. Preferably, the nut shall be turned tight while the bolt is prevented from 5 rotating. However, if required by either turn -of -nut or direct -tension -indicator methods, 6 because of bolt entering and/or wrench operational clearances, tightening may be done 7 by turning the bolt while the nut is prevented from rotating. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1. Turn -of -Nut Method. After all specified bolting conditions satisfied, and before final tightening, the Contractor shall match -mark with crayon or paint the outer face of each nut and the protruding part of the bolt. Each bolt shall be final tightened to the specified minimum tension by rotating the amount specified in Table 4. To ensure that this tightening method is followed, the Engineer will (1) observe as the Contractor installs, snug -tightens, and final tightens all bolts and (2) inspect each match -mark. Table 4 Turn -of -Nut Tightening Method Nut Rotational from Snug - Tight Condition Bolt Length Disposition of Outer Faces of Bolted Parts Condition 1 Condition 2 Condition 3 L <= 4D 1/3 turn 1/2 turn 2/3 turn 4D < L<= 8D 1/2 turn 2/3 turn 5/6 turn 8D < L<= 12D 2/3 turn 5/6 turn 1 turn Bolt length measured from underside of head to top of nut. Condition 1 — both faces at right angles to bolt axis. Condition 2 — one face at right angle to bolt axis, one face sloped no more than 1:20, without bevel washer. Condition 3— both faces sloped no more than 1:20 from right angle to bolt axis, without bevel washer. 27 Nut rotation is relative to the bolt regardless of which element (nut or bolt) is being 28 turned. Tolerances permitted plus or minus 30 degrees (1/12 turn) for final turns of 29 1/2 turn or less; plus or minus 45 degrees (1/8 turn) for final turns of 2/3turn or more. 30 31 D = nominal bolt diameter of bolt being tightened. 32 33 When bolt length exceeds 12D, the rotation shall be determined by actual tests in 34 which a suitable tension device simulates actual conditions. 35 36 2. Direct -Tension -Indicator Method. Direct -Tension -Indicators (DTIs) shall not be 37 used under the turned element. DTIs shall be placed under the bolt head with the 38 protrusions facing the bolt head when the nut is turned. DTIs shall be placed under 39 the nut with the protrusions facing the nut when the bolt is turned. 40 AUGUST 2 2010 AMENDMENTS July 23, 2010 19 1 2 3 4 5 6 Table 5 Direct Tension Indicator Requirements Bolt Size,tight inches DTI Spaces Maximum Snug- Refusals Minimum Final Tighten Refusals M 164 M 253 M 164 M 253 M 164 M 253 1/2 4 5 1 2 2 3 5/8 4 5 1 2 2 3 3/4 5 6 2 2 3 3 7/8 5 6 2 2 3 3 1 6 7 2 3 3 4 1-1/8 6 7 2 3 3 4 1-1/4 7 8 3 3 4 4 1-3/8 7 8 3 3 4 4 1-1/2 8 9 3 4 4 5 Gap refusal shall be measured with a 0.005 inch tapered feeler gage. After all specified bolting conditions are satisfied, the snug -tightened gaps shall meet Table 5 snug -tight limits. 7 Each bolt shall be final -tightened to meet Table 5 final tighten limits. If the bolt is 8 tensioned so that no visible gap in any space remains, the bolt and DTI shall be 9 removed and replaced by a new properly tensioned bolt and DTI. 10 11 The Contractor shall tension all bolts, inspecting all DTIs with a feeler gage, in the 12 presence of the Engineer. DTIs shall be installed by 2 or more person crews with 1 13 individual preventing the element at the DTI from turning, and measuring the gap of 14 the DTI to determine the proper tension of the bolt. 15 16 If a bolt, that has had its DTI brought to full load, loosens during the course of 17 bolting the connection, it shall be rejected. Reuse of the bolt and nut are subject to 18 the provisions of this section. The used DTI shall not be reinstalled. 19 20 3. Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly Method 21 (Tension Control Bolt Assembly). Tension control bolt assemblies shall include 22 the bolt, nut, and washer(s) packaged and shipped as a single assembly. Tension 23 control bolt assembly components shall not be interchanged for testing or 24 installation and shall comply with all provisions of ASTM F 1852. 25 26 The tension control bolts shall incorporate a design feature intended to either 27 indirectly indicate, or to automatically provide, the minimum tension specified in 28 Table 3 of Section 6-03.3(33). 29 30 The Contractor shall submit the tension control bolt assembly to the Engineer for 31 approval with bolt capacities, type of bolt, nut, and washer lubricant, method of AUGUST 2 2010 AMENDMENTS July 23, 2010 20 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 packaging and protection of the lubricated bolt, installation equipment, calibration 2 equipment, and installation procedures. 3 4 The tension control bolt manufacturer's installation procedure shall be followed for 5 installation of bolts in the verification testing device, in all calibration devices, and in 6 all structure connections. 7 8 In some cases, proper tensioning of the bolts may require more than one cycle of 9 systematic partial tightening prior to final yield or fracture of the tension control 10 element of each bolt. If yield or fracture of the tension control element of a bolt 11 occurs prior to the final tightening cycle, that bolt shall be replaced with a new one. 12 13 Additional field verification testing shall be performed as requested by the Engineer. 14 15 All bolts and connecting hardware shall be stored and handled in a manner to 16 prevent corrosion and loss of lubricant. Bolts which are installed without the same 17 lubricant coating as tested under the verification test will be rejected and shall be 18 removed from the joint and be replaced with new lubricated bolts at no additional 19 cost to the Contracting Agency. 20 21 AASHTO M 253 bolts, galvanized AASHTO M 164 bolts, and ASTM F 1852 tension 22 control bolt assemblies shall not be reused. Black AASHTO M 164 bolts may be reused 23 once if approved by the Engineer. All bolts to be reused shall have their threads 24 inspected for distortion by reinstalling the used nut on the bolt and turning the nut for the 25 full length of the bolt threads by hand. Bolts to be reused shall be relubricated in 26 accordance with the manufacturer's recommendations and as approved by the 27 Engineer. Used bolts shall be subject to a rotational capacity test as specified in Section 28 6-03.3(33)A Pre-Erection Testing. Touching up or retightening bolts previously tightened 29 by the turn-of-nut method, which may have been loosened by the tightening of adjacent 30 bolts shall not be considered as reuse, provided the snugging up continues from the 31 initial position and does not require greater rotation, including the tolerance, than that 32 required by Table 4. 33 34 6-03.3(33)A Pre-Erection Testing 35 This section is revised to read: 36 37 High strength bolt assemblies (bolt, nut, direct tension indicator, and washer), black and 38 galvanized, shall be subjected to a field rotational capacity test, as outlined below, prior 39 to any permanent fastener installation. For field installations, the rotational capacity test 40 shall be conducted at the jobsite. Each combination of bolt production lot, nut 41 production lot, washer production lot, and direct tension indicator production lot shall be 42 tested as an assembly, except tension control bolt assemblies which shall be tested as 43 supplied by the manufacturer. Each rotational capacity test shall include three 44 assemblies. Once an assembly passes the rotational capacity test, it is approved for 45 use for the remainder of the project, unless the Engineer deems further testing is 46 necessary. All tests shall be performed in a bolt tension calibrator by the Contractor in 47 the presence of the Engineer. High-strength bolt assemblies used in this test shall not 48 be reused. The bolt assemblies shall meet the following requirements after being 49 pretensioned to 15 percent of the minimum bolt tension in Table 3. The assembly shall 50 be considered as nonconforming if the assembly fails to pass any one of the following 51 specified requirements. 52 AUGUST 2 2010 AMENDMENTS July 23, 2010 21 1 1. The measured torque to produce the minimum bolt tension shall not exceed 2 the maximum allowed torque value obtained by the following equation. 3 Torque = 0.25 PD 4 Where: Torque = Calculated Torque (foot-pounds) 5 P = Measured Bolt Tension (pounds) 6 D = Normal Bolt Diameter (feet) 7 8 2. After placing the assembly through two cycles of the required number of turns, 9 where turns are measured from the 15 percent pretention condition, as 10 indicated in Table 4 of Section 6-03.3(33), 11 12 a. The maximum recorded tension after the two turns shall be equal to 13 or greater than 1.15 times the minimum bolt tension listed in Table 3 14 of Section 6.03.3(33). 15 16 b. Each assembly shall be successfully installed to the specified number 17 of turns. 18 19 c. The fastener components in the assembly shall not exhibit shear 20 failure or stripping of the threads as determined by visual examination 21 of bolt and nut threads following removal. 22 23 d. The bolts in the assembly shall not exhibit torsional or 24 torsional/tension failure. 25 26 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt 27 between the bolt head and the nut is not considered to be a failure. 28 29 Bolts that are too short to test in the bolt tension calibrator shall be tested in a steel joint 30 The Contractor shall (1) install the high-strength bolt assemblies (bolt, nut, direct tension 31 indicator and washer) in a steel joint of the proper thickness, (2) tighten to the snug tight 32 condition, (3) match-mark the outer face of each nut and the protruding part of the bolt 33 with crayon or paint, (4) rotate to the requirements of Table 4, and (5) record the torque 34 that is required to achieve the required amount of rotation. The assembly shall be 35 considered as non-conforming if the assembly fails to pass any one of the following 36 specified requirements. 37 38 1. The recorded torque to produce the minimum rotation shall not exceed the 39 maximum allowed torque value obtained by the following equation. 40 Torque = 0.25 PD 41 Where: Torque = Calculated Maximum Allowed Torque (foot-pounds) 42 P = Specified Bolt Tension per Table 3, multiplied by a 43 factor of 1.15 (pounds) 44 D = Normal Bolt Diameter (feet) 45 2. After placing the assembly through two cycles of the required number of turns, 46 where turns are measured from the snug tight condition specified in Section 6- 47 03.3(32), 48 49 a. Each assembly shall be successfully installed to the specified number 50 of turns. 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 22 1 b. The fastener components in the assembly shall not exhibit shear 2 failure or stripping of the threads as determined by visual examination 3 of bolt and nut threads following removal. 4 5 c. The bolts in the assembly shall not exhibit torsional or 6 torsional/tension failure. 7 8 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt 9 between the bolt head and the nut is not considered to be a failure. 10 11 The Contractor shall submit the manufacturer's detailed procedure for pre -erection 12 (rotational capacity) testing of tension control bolt assemblies to the Engineer for 13 approval and shall have an approved procedure prior to testing. 14 15 Three DTIs, per lot, shall be tested in a bolt tension calibrator. The bolts shall be 16 tensioned to 105 -percent of the tension shown in Table 3 of Section 6-03.3(33). If all of 17 the DTI protrusions are completely crushed (all 5 openings with zero gap), this lot of 18 DTIs is rejected. 19 20 6-03.3(33)B Bolting Inspection 21 The first paragraph is revised to read: 22 23 The Contractor, in the presence of the Engineer, shall inspect the tightened bolt using a 24 calibrated inspection torque wrench, regardless of bolting method. The Contractor shall 25 supply the inspection torque wrench. 26 27 The first sentence in the second paragraph is revised to read: 28 29 If the bolts to be installed are not long enough to fit in the bolt tension calibrator, five 30 bolts of the same grade, size, and condition as those under inspection shall be tested 31 using Direct -Tension -Indicators (DTIs) to measure bolt tension. 32 33 The first sentence in the third paragraph is revised to read: 34 35 Five representative bolts/nuts/washers and DTIs, if used (provided by the Contractor) of 36 the same grade, size, and condition as those under inspection shall be placed 37 individually in a bolt tension calibrator to measure bolt tension. 38 39 The fourth and fifth sentences in the third paragraph are revised to read: 40 41 In the bolt tension calibrator, each bolt shall be tightened by any convenient means to 42 the specified tension. The inspection torque wrench shall then be applied to the 43 tightened bolt to determine the torque required to turn the nut or head 5 degrees 44 (approximately 1 -inch at a 12 -inch radius) in the tightening direction. 45 46 The fourth paragraph is revised to read: 47 48 Ten percent (at least two), or as specified by the Engineer, of the tightened bolts on the 49 Structure represented by the test bolts shall be selected at random in each connection. 50 The job -inspection torque shall then be applied to each with the inspecting wrench 51 turned in the tightening direction, with no restraint applied to the opposite end of the 52 bolt. If this torque turns no bolt head or nut, the Contracting Agency will accept the AUGUST 2 2010 AMENDMENTS July 23, 2010 23 1 connection as being properly tightened. If the torque turns one or more bolt heads or 2 nuts, the job -inspection torque shall then be applied to all bolts in the connection. 3 Except for tension control bolt assemblies and DTIs with zero gap at all protrusion 4 spaces, any bolt whose head or nut turns at this stage shall be tightened and 5 reinspected. Any tension control bolt assemblies or DTIs that have zero gap at all 6 protrusion spaces shall be replaced if the head or nut turns at this stage. 7 8 This section is supplemented with the following new paragraph: 9 10 The Contractor shall submit the manufacturer's detailed procedure for routine 11 observation to ensure proper use of the tension control bolt assemblies to the Engineer 12 for approval and shall have an approved procedure prior to any assembling of bolted 13 connections. 14 15 6-03.3(39) Swinging the Span 16 In the first paragraph "roadway slabs" is revised to read "bridge deck". 17 18 07.AP6 19 SECTION 6-07, PAINTING 20 August 2, 2010 21 6-07.3(2)C Paint System Manufacturer and Paint System Information Submittal 22 Component 23 Item 1 in the first paragraph is supplemented with the following: 24 25 h. Minimum wet film thickness for each coat to achieve the specified minimum dry film 26 thickness. 27 28 6-07.3(9)G Application of Shop Primer Coat 29 In the second paragraph, the second, third, and fourth sentences are deleted. 30 31 6-07.3(9)1 Application of Field Coatings 32 The following new paragraph is inserted preceding the first paragraph: 33 34 Prior to applying field coatings, the Contractor shall field install welded shear connectors 35 on the steel girder top flanges in accordance with Section 6-03.3(29) and as shown in 36 the Plans. After installation of the welded shear connectors, the weld and the disturbed 37 surface of the steel girder top flange shall be cleaned in accordance with SSPC-SP 11 38 and primed. 39 40 6-07.3(10)H Paint System 41 In the first sentence of the first paragraph "new steel" is revised to read "existing steel". 42 43 6-07.3(10)K Coating Thickness 44 This section is revised to read: 45 46 The minimum dry film thickness of each coat (primer, intermediate, top, and all stripe 47 coats) shall not be less than 3.0 mils. The dry film thickness shall not be thicker than 48 the paint manufacturer's recommended maximum thickness. 49 AUGUST 2 2010 AMENDMENTS July 23, 2010 24 1 The minimum wet film thickness of each coat shall be specified by the paint 2 manufacturer to achieve the minimum dry film thickness. 3 4 Film thickness, wet and dry, will be measured by gages conforming to Section 6- 5 07.3(8)A. Wet measurements will be taken immediately after the paint is applied in 6 accordance with ASTM D 4414. Dry measurements will be taken after the coating is dry 7 and hard in accordance with SSPC Paint Application Specification Section No. 2. 8 9 Each painter shall be equipped with a wet film thickness gauge, and shall be 10 responsible for performing frequent checks of the paint film thickness throughout 11 application. 12 13 Coating thickness measurements may be made by the Engineer after the application of 14 each coat and before the application of the succeeding coat. In addition, the Engineer 15 may inspect for uniform and complete coverage and appearance. One hundred percent 16 of all thickness measurements shall meet or exceed the minimum wet film thickness. In 17 areas where wet film thickness measurements are impractical, dry film thickness 18 measurements may be made. If a question arises about an individual coat thickness or 19 coverage, it may be verified by the use of a Tooke gauge in accordance with ASTM D 20 4138. 21 22 If the specified number of coats does not produce a combined dry film thickness of at 23 least the sum of the thicknesses required per coat, or if an individual coat does not meet 24 the minimum thickness, or if visual inspection shows incomplete coverage, the coating 25 system will be rejected, and the Contractor shall discontinue painting and surface 26 preparation operations and shall submit a proposal for repair to the Engineer The repair 27 proposal shall include documentation demonstrating the cause of the Tess than 28 minimum thickness along with physical test results, as necessary, and modifications to 29 work methods to prevent similar results. The Contractor shall not resume painting or 30 surface preparation operations until receiving the Engineer's approval of the completed 31 repair. 32 33 09.AP6 34 SECTION 6-09, MODIFIED CONCRETE OVERLAYS 35 August 2, 2010 36 6-09.3(1)E Air Compressor 37 In the first paragraph "roadway" is deleted and replaced with "bridge". 38 39 6-09.3(6) Further Deck Preparation 40 In the second paragraph, item number 3. and 4. are revised to read: 41 42 3. Existing non -concrete patches as authorized by the Engineer. 43 44 4. Additionally, for concrete surfaces scarified by rotomilling only, exposure of 45 reinforcing steel to a depth of one-half of the periphery of a bar for a distance of 12- 46 inches or more along the bar. 47 48 6-09.3(6)B Deck Repair Preparation 49 In the first paragraph, the second sentence is revised to read: 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 25 1 For concrete surfaces scarified by rotomilling, concrete shall be removed to provide a 2 3/4 -inch minimum clearance around the top mat of steel reinforcing bars only where 3 unsound concrete exists around the top mat of steel reinforcing bars, or if the bond 4 between concrete and the top mat of steel is broken. 5 6 10.AP6 7 SECTION 6-10, CONCRETE BARRIER 8 January 4, 2010 9 6-10.3(1) Precast Concrete Barrier 10 In the 12th paragraph, the first sentence is revised to read: 11 12 Only 1 section less than 20 -feet long for single slope barrier and 10 -feet long for all 13 other barriers may be used in any single run of precast barrier, and it must be at least 8- 14 feet long. 15 16 6-10.3(6) Placing Concrete Barrier 17 The first paragraph is revised to read: 18 19 Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation 20 shaped to a uniform grade and section. The foundation surface for precast concrete 21 barrier Type 2, 3, 4 and transitions shall meet this test for uniformity: 22 23 When a 10 -foot straightedge is placed on the surface parallel to the centerline for 24 the barrier, the surface shall not vary more than 1/4 -inch from the lower edge of the 25 straightedge. If deviations exceed 1/4 -inch, the Contractor shall correct them as 26 required in Section 5-04.3(13). 27 28 In the second paragraph, the first sentence is revised to read: 29 30 The Contractor shall align the joints of all precast barrier segments so that they offset no 31 more than 1/4 -inch transversely and no more than 3/4 -inch vertically. 32 33 12.AP6 34 SECTION 6-12, NOISE BARRIER WALLS 35 April 5, 2010 36 6-12.3(6) Precast Concrete Panel Fabrication and Erection 37 The second sentence of the first paragraph in Item 3 is revised to read: 38 39 The Contractor shall cast the precast concrete panels horizontally. 40 41 13.AP6 42 SECTION 6-13, STRUCTURAL EARTH WALLS 43 August 2, 2010 44 6-13.3(3) Excavation and Foundation Preparation 45 The first sentence in the first paragraph is revised to read: 46 47 Excavation shall conform to Section 2-09.3(3). 48 AUGUST 2 2010 AMENDMENTS July 23, 2010 26 1 6-13.4 Measurement 2 The fourth paragraph is deleted 3 4 6-13.5 Payment 5 The bid items "Structure Excavation Class B", per cubic yard, "Structure Excavation Class B 6 Incl. Haul", per cubic yard, and "Shoring Or Extra Excavation Class B", per square foot, are 7 deleted from this section. 8 9 14.AP6 10 SECTION 6-14, GEOSYNTHETIC RETAINING WALLS 11 August 2, 2010 12 6-14.3(3) Excavation and Foundation Preparation 13 The first sentence in the first paragraph is revised to read: 14 15 Excavation shall conform to Section 2-09.3(3). 16 17 6-14.4 Measurement 18 The fifth paragraph is deleted 19 20 6-14.5 Payment 21 The bid items "Structure Excavation Class B", per cubic yard, "Structure Excavation Class B 22 Incl. Haul", per cubic yard, and "Shoring Or Extra Excavation Class B", per square foot, are 23 deleted from this section. 24 25 16.AP6 26 SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 27 August 2, 2010 28 6-16.5 Payment 29 The first sentence in the paragraph following the bid item "Furnishing Soldier Pile ", per 30 linear foot, is revised to read: 31 32 All costs in connection with furnishing soldier pile assemblies shall be included in the 33 unit contract price per linear foot for "Furnishing Soldier Pile - ", including fabricating 34 and painting the pile assemblies, and field splicing and field trimming the soldier piles. 35 36 17.AP6 37 SECTION 6-17, PERMANENT GROUND ANCHORS 38 January 4, 2010 39 6-17.3(7) Installing Permanent Ground Anchors 40 In the third paragraph, the first sentence is revised to read: 41 42 The tendon shall be inserted into the drill hole to the desired depth prior to grouting. 43 44 In the third paragraph, the following sentence is inserted after the first sentence: 45 46 Wet setting of permanent ground anchors will not be allowed. 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 27 1 02.AP7 2 SECTION 7-02, CULVERTS 3 January 4, 2010 4 7-02.2 Materials 5 In the first paragraph, the following two items are inserted after the item "Corrugated 6 Polyethylene Culvert Pipe 9-05.19": 7 8 Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21 9 High Density Polyethylene (HDPE) Pipe 9-05.23 10 11 7-02.5 Payment 12 This section is supplemented with the following: 13 14 "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam.", per linear foot. 15 "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. 16 17 04.AP7 18 SECTION 7-04, STORM SEWERS 19 January 4, 2010 20 7-04.2 Materials 21 In the first paragraph, the following two items are inserted after the item "Corrugated 22 Polyethylene Storm Sewer Pipe 9-05.20": 23 24 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 25 High Density Polyethylene (HDPE) Pipe 9-05.23 26 27 7-04.5 Payment 28 This section is supplemented with the following: 29 30 "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In. Diam.", per linear foot. 31 "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. 32 33 01.AP8 34 SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL 35 August 2, 2010 36 8-01.2 Materials 37 In the first paragraph, the following is inserted after the first sentence: 38 39 Corrugated Polyethylene Drain Pipe 9-05.1(6) 40 41 8-01.3(1) General 42 In the sixth paragraph, the first sentence is revised to read: 43 44 When natural elements rut or erode the slope, the Contractor shall restore and repair 45 the damage with the eroded material where possible, and remove and dispose of any 46 remaining material found in ditches and culverts. 47 48 In the seventh paragraph the first two sentences are deleted. AUGUST 2 2010 AMENDMENTS July 23, 2010 28 1 1 1 1 1 i 1 1 1 1 1 1 2 The table in the seventh paragraph is revised to read: 3 4 Western Washington (West of the Cascade Mountain crest) 5 May 1 through September 30 17 Acres 6 October 1 through April 30 5 Acres 7 8 Eastern Washington (East of the Cascade Mountain crest.) 9 April 1 through October 31 17 Acres 10 November 1 through March 31 5 Acres 11 12 The eighth paragraph is revised to read: 13 14 The Engineer may increase or decrease the limits based on project conditions. 15 16 The ninth paragraph is revised to read: 17 18 Erodible earth is defined as any surface where soils, grindings, or other materials may 19 be capable of being displaced and transported by rain, wind, or surface water runoff. 20 21 The 10th paragraph is revised to read: 22 23 Erodible earth not being worked, whether at final grade or not, shall be covered 24 within the specified time period, (see the tables below) using an approved soil 25 covering practice. 26 27 Western Washington (West of the Cascade Mountain crest) 28 October 1 through April 30 2 -days maximum 29 May 1 to September 30 7 -days maximum 30 31 32 Eastern Washington (East of the Cascade Mountain crest.) 33 October 1 through June 30 5 -days maximum 34 July 1 through September 30 10 -days maximum 35 36 8-01.3(1)A Submittals 37 This section is revised to read: 38 39 When a Temporary Erosion and Sediment Control (TESC) Plan is included in the Plans, 40 the Contractor shall either adopt or modify the existing TESC Plan. If modified, the 41 Contractor's TESC Plan shall meet all requirements of Chapter 6-2 of the current edition 42 of the WSDOT Highway Runoff Manual. The Contractor shall provide a schedule for 43 TESC Plan implementation and incorporate it into the Contractor's progress schedule. 44 The Contractor shall obtain the Engineer's approval of the TESC Plan and schedule 45 prior to the beginning of Work. The TESC Plan shall cover all areas that maybe affected 46 inside and outside the limits of the project (including all Contracting Agency -provided 47 sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies 48 of water). 49 50 The Contractor shall allow at least 5 -working days for the Engineer to review any 51 original or revised TESC Plan. Failure to approve all or part of any such Plan shall not 52 make the Contracting Agency liable to the Contractor for any Work delays. AUGUST 2 2010 AMENDMENTS July 23, 2010 29 1 2 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 3 In the last paragraph, "Form Number 220-030 EF" is revised to read "WSDOT Form Number 4 220-030 EF". 5 6 8-01.3(1)C Water Management 7 In number 2., the reference to "Standard Specification" is revised to read "Section". 8 9 Number 3., is revised to read: 10 11 3. Offsite Water 12 Prior to disruption of the normal watercourse, the Contractor shall intercept the 13 offsite stormwater and pipe it either through or around the project site. This water 14 shall not be combined with onsite stormwater. It shall be discharged at its pre - 15 construction outfall point in such a manner that there is no increase in erosion 16 below the site. The method for performing this Work shall be submitted by the 17 Contractor for the Engineer's approval. 18 19 8-01.3(1)D Dispersion/Infiltration 20 This section is revised to read: 21 22 Water shall be conveyed only to dispersion or infiltration areas designated in the TESC 23 Plan or to sites approved by the Engineer. Water shall be conveyed to designated 24 dispersion areas at a rate such that, when runoff leaves the area, and enters waters of 25 the State, turbidity standards are achieved. Water shall be conveyed to designated 26 infiltration areas at a rate that does not produce surface runoff. 27 28 8-01.3(2)B Seeding and Fertilizing 29 The fourth paragraph is revised to read: 30 31 The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform 32 application. This tracer shall not be harmful to plant, aquatic or animal life. If HECP 33 Type 3 Mulch is used as a tracer, the application rate shall not exceed 250 -pounds per 34 acre. 35 36 In the fifth paragraph, "hydro seeder" is revised to read "hydroseeder". 37 38 8-01.3(2)D Mulching 39 In the second paragraph, the second sentence is revised to read: 40 41 Wood strand mulch shall be applied by hand or by straw blower on seeded areas. 42 43 In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read 44 "hydroseeder". 45 46 The fourth paragraph is revised to read: 47 48 Temporary seed applied outside the application windows established in 8-01.3(2)F shall 49 be covered with a mulch containing either HECP Type 2 Mulch or HECP Type 1 Mulch, 50 as designated by the Engineer. 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 30 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 8-01.3(2)E Tacking Agent and Soil Binders 2 The following new paragraph is inserted at the beginning of this Section: 3 4 Tacking agent or soil binders applied using a hydroseeder shall have a mulch 5 tracer added to visibly aid uniform application. This tracer shall not be harmful to 6 plant, aquatic or animal life. If HECP Type 3 Mulch is used as a tracer, the 7 application rate shall not exceed 250 -pounds per acre. 8 9 The second sentence in the first paragraph below "Soil Binding Using Polyacrylamide 10 (PAM)" is revised to read: 11 12 A minimum of 200 -pounds per acre of HECP Type 3 Mulch shall be applied with the 13 dissolved PAM. 14 15 In the second paragraph below "Soil Binding Using Polyacrylamide (PAM)", "within" is 16 revised to read "after". 17 18 The paragraph "Soil Binding Using Bonded Fiber Matrix (BFM)" including title is revised 19 to read: 20 21 Soil Binding Using HECP Type 2 Mulch 22 The HECP Type 2 Mulch shall be hydraulically applied in accordance with the 23 manufacturer's installation instructions. The HECP Type 2 Mulch may require a 24 to 48 24 hour curing period to achieve maximum performance and shall not be applied when 25 precipitation is predicted within 24 to 48 hours, or on saturated soils, as determined by 26 the Engineer. 27 28 The last paragraph including titled is revised to read: 29 30 Soil Binding Using HECP Type 1 Mulch 31 The HECP Type 1 Mulch shall be hydraulically applied in accordance with the 32 manufacturer's installation instructions and recommendations. 33 34 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 35 The first paragraph is revised to read: 36 37 Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, 38 and mulching of slopes shall be performed during the following periods: 39 40 Western Washington' Eastern Washington 41 (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) 42 March 1 through May 15 October 1 through November 15 only 43 September 1 through October 1 44 45 1 Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be 46 accomplished during the fall period listed above. Written permission to seed after 47 October 1 will only be given when Physical Completion of the project is imminent and 48 the environmental conditions are conducive to satisfactory growth. 49 50 8-01.3(2)G Protection and Care of Seeded Areas 51 The first paragraph is revised to read: AUGUST 2 2010 AMENDMENTS July 23, 2010 31 1 2 The Contractor shall be responsible to ensure a healthy stand of grass. The Contractor 3 shall restore eroded areas, clean up and properly dispose of eroded materials, and 4 reapply the seed, fertilizer, and mulch, at no additional cost to the Contracting Agency. 5 6 In the second paragraph, number 1. is revised to read: 7 8 1. At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas 9 that have been damaged through any cause prior to final inspection, and reapplied 10 to areas that have failed to receive a uniform application at the specified rate. 11 12 8-01.3(2)H Inspection 13 The first sentence is revised to read: 14 15 Inspection of seeded areas will be made upon completion of seeding, temporary 16 seeding, fertilizing, and mulching. 17 18 The third sentence is revised to read: 19 20 Areas that have not received a uniform application of seed, fertilizer, or mulch at the 21 specified rate, as determined by the Engineer, shall be reseeded, refertilized, or 22 remulched at the Contractor's expense prior to payment. 23 24 8-01.3(2)1 Mowing 25 In the first paragraph, the last sentence is revised to read: 26 27 Trimming around traffic facilities, Structures, planting areas, or other features extending 28 above ground shall be accomplished preceding or simultaneously with each mowing. 29 30 8-01.3(3) Placing Erosion Control Blanket 31 In the first sentence, "Standard" is deleted. 32 33 The second sentence is revised to read: 34 35 Temporary erosion control blankets, having an open area of 60-percent or greater, may 36 be installed prior to seeding. 37 38 8-01.3(4) Placing Compost Blanket 39 In the first paragraph, "before" is revised to read "prior to". 40 41 The last sentence is revised to read: 42 43 Compost shall be Coarse Compost. 44 45 8-01.3(5) Placing Plastic Covering 46 The first sentence is revised to read: 47 48 Plastic shall be placed with at least a 12-inch overlap of all seams. 49 50 8-01.3(6)A Geotextile-Encased Check Dam 51 The first paragraph is deleted. AUGUST 2 2010 AMENDMENTS July 23, 2010 32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t a 1 1 1 1 1 1 1 1 2 8-01.3(6)B Rock Check Dam 3 This section including title is revised to read: 4 5 8-01.3(6)B Quarry SpaII Check Dam 6 The rock used to construct rock check dams shall meet the requirements for quarry 7 spalls. 8 9 8-01.3(6)D Wattle Check Dam 10 This section is revised to read: 11 12 Wattle check dams shall be installed in accordance with the Plans. 13 14 8-01.3(6)E Coir Log 15 This section is revised to read: 16 17 Coir logs shall be installed in accordance with the Plans. 18 19 8-01.3(9)A Silt Fence 20 In the second paragraph, the second sentence is revised to read: 21 22 The strength of the wire or plastic mesh shall be equivalent to or greater than what is 23 required in Section 9-33.2(1), Table 6 for unsupported geotextile (i.e., 180 lbs. grab 24 tensile strength in the machine direction). 25 26 8-01.3(9)B Gravel Filter, Wood Chip or Compost Berm 27 In the second paragraph, the last sentence is deleted. 28 29 The third paragraph is revised to read: 30 31 The Compost Berm shall be constructed in accordance with the detail in the Plans. 32 Compost shall be Coarse Compost. 33 34 8-01.3(9)C Straw Bale Barrier 35 This section is revised to read: 36 37 Straw Bale Barriers shall be installed in accordance with the Plans. 38 39 8-01.3(9)D Inlet Protection 40 This section is revised to read: 41 42 Inlet protection shall be installed below or above, or as a prefabricated cover at each 43 inlet grate, as shown in the Plans. Inlet protection devices shall be installed prior to 44 beginning clearing, grubbing, or earthwork activities. 45 46 Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the 47 requirements of Section 9-33.2, Table 1 for Moderate Survivability, and the minimum 48 filtration properties of Table 2. 49 50 When the depth of accumulated sediment and debris reaches approximately 1/2 the 51 height of an internal device or o the height of the external device (or less when so AUGUST 2 2010 AMENDMENTS July 23, 2010 33 1 specified by the manufacturers) or as designated by the Engineer, the deposits shall be 2 removed and stabilized on site in accordance with Section 8-01.3(16). 3 4 8-01.3(10) Wattles 5 In the first paragraph, the third sentence is revised to read: 6 7 Excavated material shall be spread evenly along the uphill slope and be compacted 8 using hand tamping or other method approved by the Engineer. 9 10 This section is supplemented with the following new paragraph: 11 12 The Contractor shall exercise care when installing wattles to ensure that the method of 13 installation minimizes disturbance of waterways and prevents sediment or pollutant 14 discharge into waterbodies. 15 16 8-01.3(12) Compost Sock 17 In the first paragraph, "sock" is revised to read "socks" and "streambed" is revised to read 18 "waterbodies". 19 20 In the second paragraph "bank" is revised to read "slope". 21 22 In the third paragraph "and" is revised to read "or". 23 24 This section is supplemented with the following new paragraph: 25 26 Compost for Compost Socks shall be Coarse Compost. 27 28 8-01.3(14) Temporary Pipe Slope Drain 29 The first paragraph is revised to read: 30 31 Temporary pipe slope drain shall be Corrugated Polyethylene Drain Pipe and shall be 32 constructed in accordance with the Plans 33 34 The last paragraph is revised to read: 35 36 Placement of outflow of the pipe shall not pond water on road surface. 37 38 8-01.3(15) Maintenance 39 In the fourth paragraph, the last sentence is revised to read: 40 41 Clean sediments may be stabilized on site using approved BMPs as approved by the 42 Engineer. 43 44 8-01.3(16) Removal 45 In the second paragraph, the last sentence is revised to read: 46 47 This may include, but is not limited to, ripping the soil, incorporating soil amendments, 48 and seeding with the specified seed. 49 50 8-01.4 Measurement 51 The eighth paragraph is revised to read: AUGUST 2 2010 AMENDMENTS July 23, 2010 34 1 2 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by the 3 linear foot along the ground line of completed barrier. 4 5 8-01.5 Payment 6 The following bid items are relocated after the bid item "Check Dam": 7 8 "Inlet Protection", per each. 9 10 "Gravel Filter Berm", per linear foot. 11 12 The following new paragraph is inserted before the bid item "Stabilized Construction 13 Entrance": 14 15 The unit Contract price per linear foot for "Check Dam" and "Gravel Filter Berm" and per 16 each for "Inlet Protection" shall be full pay for all equipment, labor and materials to 17 perform the Work as specified, including installation, removal and disposal at an 18 approved disposal site. 19 20 The paragraph after the bid item "Temporary Curb" is revised to read: 21 22 The unit Contract price per linear foot for temporary curb shall include all costs to install, 23 maintain, remove, and dispose of the temporary curb. 24 25 The following bid item is inserted after the bid item "Mulching with Pam": 26 27 "Mulching with HECP Type 3 Mulch", per acre. 28 29 The bid item "Mulching with BFM" is revised to read: 30 31 "Mulching with HECP Type 2 Mulch" 32 33 The bid item "Mulching with MBFM/FRM" is revised to read: 34 35 "Mulching with HECP Type 1 Mulch" 36 37 02.AP8 38 SECTION 8-02, ROADSIDE RESTORATION 39 January 4, 2010 40 8-02.3(2) Roadside Work Plan 41 In the first paragraph, the second sentence is revised to read: 42 43 The roadside work plan shall define the Work necessary to provide all Contract 44 requirements, including: wetland excavation, soil preparation, habitat, Structure 45 placement, planting area preparation, seeding area preparation, bark mulch and 46 compost placement, seeding, planting, plant replacement, irrigation, and weed control in 47 narrative form. 48 49 The first sentence under "Progress Schedule" is revised to read: 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 35 1 A progress schedule shall be submitted in accordance with Section 1-08.3. The 2 Progress Schedule shall include the planned time periods for Work necessary to 3 provide all Contract requirements in accordance with Sections 8-01, 8-02, and 8-03. 4 5 The first sentence under "Weed and Pest Control Plan" is revised to read: 6 7 The Weed and Pest Control Plan shall be submitted and approved prior to starting any 8 Work defined in Sections 8-01, and 8-02. 9 10 In the third paragraph under "Weed and Pest Control Plan" the first and second sentences 11 are revised to read: 12 13 The plan shall be prepared and signed by a licensed Commercial Pest Control Operator 14 or Consultant when chemical pesticides are proposed. The plan shall include methods 15 of weed control; dates of weed control operations; and the name, application rate, and 16 Material Safety Data Sheets of all proposed herbicides. 17 18 The last paragraph under "Plant Establishment Plan" is deleted. 19 20 8-02.3(2)A Chemical Pesticides 21 This section is deleted. 22 23 8-02.3(2)B Weed and Pest Control 24 This section is deleted. 25 26 8-02.3(3) Planting Area Weed Control 27 This section including title is revised to read: 28 29 8-02.3(3) Weed and Pest Control 30 The Contractor shall control weed and pest species within the project area using 31 integrated pest management principles consisting of mechanical, biological and 32 chemical controls that are outlined in the Weed and Pest Control Plan or as designated 33 by the Engineer. 34 35 Those weeds specified as noxious by the Washington State Department of Agriculture, 36 the local Weed District, or the County Noxious Weed Control Board and other species 37 identified by the Contracting Agency shall be controlled on the project in accordance 38 with the weed and pest control plan. 39 40 The Contractor shall control weeds not otherwise covered in accordance with Section 8- 41 02.3(3)A, Planting Area Weed Control in all areas within the project limits, including 42 erosion control seeding area and vegetation preservation areas, as designated by the 43 Engineer. 44 45 This section is supplemented with the following new sub -sections: 46 47 8-02.3(3)A Planting Area Weed Control 48 All planting areas shall be prepared so that they are weed and debris free at the time of 49 planting and until completion of the project. The planting areas shall include the entire 50 ground surface, regardless of cover, all planting beds, areas around plants, and those 51 areas shown in the Plans. AUGUST 2 2010 AMENDMENTS July 23, 2010 36 1 2 All applications of post -emergent herbicides shall be made while green and growing 3 tissue is present. Should unwanted vegetation reach the seed stage, in violation of 4 these Specifications, the Contractor shall physically remove and bag the seed heads. 5 All physically removed vegetation and seed heads shall be disposed of off site at no 6 cost to the Contracting Agency. 7 8 Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3 -feet square 9 and shall be secured by a minimum of 5 -staples per mat. Mats and staples shall be 10 installed according to the manufacturer's recommendations. 11 12 8-02.3(3)B Chemical Pesticides 13 Application of chemical pesticides shall be in accordance with the label 14 recommendations, the Washington State Department of Ecology, local sensitive area 15 ordinances, and Washington State Department of Agriculture laws and regulations. Only 16 those herbicides listed in the table Herbicides Approved for Use on WSDOT Rights of 17 Way at http://www.wsdot.wa.gov/Maintenance/Roadside/herbicide_use.htm may be 18 used. 19 20 The applicator shall be licensed by the State of Washington as a Commercial Applicator 21 or Commercial Operator with additional endorsements as required by the Special 22 Provisions or the proposed weed control plan. The Contractor shall furnish the Engineer 23 evidence that all operators are licensed with appropriate endorsements, and that the 24 pesticide used is registered for use by the Washington State Department of Agriculture. 25 All chemicals shall be delivered to the job site in the original containers. The licensed 26 applicator or operator shall complete a Commercial Pesticide Application Record (DOT 27 Form 540-509) each day the pesticide is applied, and furnish a copy to the Engineer by 28 the following business day. 29 30 The Contractor shall ensure confinement of the chemicals within the areas designated. 31 The use of spray chemical pesticides shall require the use of anti -drift and activating 32 agents, and a spray pattern indicator unless otherwise allowed by the Engineer. 33 34 The Contractor shall assume all responsibility for rendering any area unsatisfactory for 35 planting by reason of chemical application. Damage to adjacent areas, either on or off 36 the Highway Right of Way, shall be repaired to the satisfaction of the Engineer or the 37 property owner, and the cost of such repair shall be borne by the Contractor. 38 39 8-02.3(5) Planting Area Preparation 40 In the first paragraph, the second sentence is revised to read: 41 42 Material displaced by the Contractor's operations that interferes with drainage shall be 43 removed from the channel and disposed of as approved by the Engineer. 44 45 8-02.3(7) Layout of Planting 46 The second paragraph is deleted. 47 48 8-02.3(8) Planting 49 In the second paragraph, the first and second sentences are revised to read: 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 37 1 Under no circumstances will planting be permitted during unsuitable soil or weather 2 conditions as determined by the Engineer. Unsuitable conditions may include frozen 3 soil, freezing weather, saturated soil, standing water, high winds, heavy rains, and high 4 water levels. 5 6 The fourth paragraph is revised to read: 7 8 Plants shall not be placed below the finished grade. 9 10 The fifth paragraph is revised to read: 11 12 Planting hole sizes for plant material shall be in accordance with the details shown in 13 the Plans. Any glazed surface of the planting hole shall be roughened prior to planting. 14 15 The following new paragraph is inserted after the fifth paragraph: 16 17 All cuttings shall be planted immediately if buds begin to swell. 18 19 8-02.3(9) Pruning, Staking, Guying, and Wrapping 20 In the first paragraph, the last sentence is revised to read: 21 22 All other pruning shall be performed only after the plants have been in the ground at 23 least one year and when plants are dormant. 24 25 8-02.3(13) Plant Establishment 26 In the third paragraph, the first sentence is revised to read: 27 28 During the first-year plant establishment period, the Contractor shall perform all Work 29 necessary to ensure the resumption and continued growth of the transplanted material. 30 31 In the fourth paragraph, "propose" is revised to read "submit". 32 33 8-02.3(15) Live Fascines 34 In the first paragraph, the fourth sentence is revised to read: 35 36 Dead branches may be placed within the live fascine and on the side exposed to the air. 37 38 In the second paragraph, the third sentence is deleted. 39 40 In the second paragraph, the seventh sentence is revised to read: 41 42 The live stakes shall be driven through the live fascine vertically into the slope. 43 44 8-02.3(16)A Lawn Installation 45 In the third paragraph, the last two items "West of the summit of the Cascade Range - March 46 1 to October 1." and "East of the summit of the Cascade Range - April 15 to October 1." are 47 revised to read: 48 49 Western Washington Eastern Washington 50 (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) 51 March through May 15 October 1 through November 15 AUGUST 2 2010 AMENDMENTS July 23, 2010 38 1 September 1 through October 1 2 3 The fifth paragraph is revised to read: 4 5 Topsoil for seeded or sodded lawns shall be placed at the depth and locations as shown 6 in the Plans. The topsoil shall be cultivated to the specified depth, raked to a smooth 7 even grade without low areas that trap water and compacted, all as approved by the 8 Engineer. 9 10 In the sixth paragraph, the last sentence is revised to read: 11 12 Following placement, the sod shall be rolled with a smooth roller to establish contact 13 with the soil. 14 15 8-02.4 Measurement 16 The seventh paragraph is revised to read: 17 18 Fine compost, medium compost and coarse compost will be measured by the cubic 19 yard in the haul conveyance at the point of delivery. 20 21 8-02.5 Payment 22 The following new paragraph is inserted above the paragraph beginning with "Payment shall 23 be increased to 90 -percent "• 24 25 Plant establishment milestones are achieved when plants meet conditions described in 26 Section 8-02.3(13). 27 28 The following is inserted after the bid item "Fine Compost": 29 30 "Medium Compost", per cubic yard. 31 32 The paragraph for the bid item "Weed Control" is revised to read: 33 34 "Weed and Pest Control", will be paid in accordance with Section 1-09.6. 35 36 The following new paragraph is inserted after the bid item "Soil Amendment": 37 38 The unit Contract price per cubic yard for "Soil Amendment" shall be full pay for 39 furnishing and incorporating the soil amendment into the existing soil. 40 41 The following new paragraph is inserted after the bid item "Bark or Wood Chip Mulch": 42 43 The unit Contract price per cubic yard for "Bark or Wood Chip Mulch" shall be full pay 44 for furnishing and spreading the mulch onto the existing soil. 45 46 03.AP8 47 SECTION 8-03, IRRIGATION SYSTEMS 48 January 4, 2010 49 8-03.1 Description 50 In this section, "staked" is revised to read "approved by the Engineer." AUGUST 2 2010 AMENDMENTS July 23, 2010 39 1 2 8-03.3 Construction Requirements 3 The second paragraph is revised to read: 4 5 Potable water supplies shall be protected against cross connections in accordance with 6 applicable Washington State Department of Health rules and regulations and approval 7 by the local health authority. 8 9 8-03.3(1) Layout of Irrigation System 10 This section is revised to read: 11 12 The Contractor shall stake the irrigation system following the schematic design shown in 13 the Plans. Approval must be obtained from the Engineer. Alterations and changes in the 14 layout may be expected in order to conform to ground conditions and to obtain full and 15 adequate coverage of plant material with water. However, no changes in the system as 16 planned shall be made without prior authorization by the Engineer. 17 18 This section is supplemented with the following new sub -section: 19 20 8-03.3(1)A Locating Irrigation Sleeves 21 Existing underground irrigation sleeve ends shall be located by potholing. Irrigation 22 sleeves placed during general construction prior to installation of the irrigation system 23 shall be marked at both ends with a 2x4x24-inch wood stake extending 6 -inches out of 24 the soil and painted blue on the exposed end. 25 26 8-03.3(2) Excavation 27 In the first paragraph, the fourth sentence is revised to read: 28 29 Trenches through rock or other material unsuitable for trench bottoms and sides shall 30 be excavated 6 -inches below the required depth and shall be backfilled to the top of the 31 pipe with sand or other suitable material free from rocks or stones. Backfill material shall 32 not contain rocks 2 -inches or greater in diameter or other materials that can damage 33 pipe. 34 35 The second paragraph is revised to read: 36 37 The Contractor shall exercise care when excavating pipe trenches near existing trees to 38 minimize damage to tree roots. Where roots are 1 -1/2 -inches or greater in diameter, the 39 trench shall be hand excavated and tunneled under the roots. When large roots are 40 exposed, they shall be wrapped with heavy, moist material, such as burlap or canvas, 41 for protection and to prevent excessive drying. The material must be kept moist until the 42 trench is backfilled. Trenches dug by machines adjacent to trees having roots less than 43 1 -1/2 -inches in diameter shall have severed roots cleanly cut. Trenches having exposed 44 tree roots shall be backfilled within 24 -hours unless adequately protected by moist 45 material as approved by the Engineer. All material and fastenings used to cover the 46 roots shall be removed before backfilling. 47 48 The third paragraph is revised to read: 49 50 Detectable marking tape shall be placed in all trenches 6 -inches directly above, parallel 51 to, and along the entire length of all nonmetallic water pipes, and all nonmetallic and AUGUST 2 2010 AMENDMENTS July 23, 2010 40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 aluminum sleeves, conduits and casing pipe. The width of the tape and installation 2 depth shall be as recommended by the manufacturer for the depth of installation or as 3 shown in the Plans. 4 5 8-03.3(3) Piping 6 This section is revised to read: 7 8 All water lines shall be a minimum of 18 -inches below finished grade measured from the 9 top of the pipe or as shown in the Plans. All live water mains to be constructed under 10 existing pavement shall be placed in steel casing jacked under pavement as shown in 11 the Plans. All PVC or polyethylene pipe installed under areas to be paved shall be 12 placed in irrigation sleeves. Irrigation sleeves shall extend a minimum of 2 -feet beyond 13 the limits of pavement. All jacking operations shall be performed in accordance with an 14 approved jacking plan. Where possible; mains and laterals or section piping shall be 15 placed in the same trench. All lines shall be placed a minimum of 3 -feet from the edge 16 of concrete sidewalks, curbs, guardrail, walls, fences, or traffic barriers. Pipe pulling will 17 not be allowed for installation and placement of irrigation pipe. 18 19 Mainlines and lateral lines shall be defined as follows: 20 21 Mainlines: All supply pipe and fittings between the water meter and the irrigation 22 control valves. 23 24 Lateral Lines: All supply pipe and fittings between the irrigation control valves 25 and the connections to the irrigation heads. Swing joints, thick walled PVC or 26 polyethylene pipe, flexible risers, rigid pipe risers, and associated fittings are not 27 considered part of the lateral line but incidental components of the irrigation heads. 28 29 8-03.3(4) Jointing 30 In the second paragraph, the third sentence is revised to read: 31 32 Threaded galvanized steel joints shall be constructed using either a nonhardening, 33 nonseizing multipurpose sealant or Teflon tape or paste as recommended by the pipe 34 manufacturer, or as shown in the Plans. 35 36 In the last sentence of the second paragraph, "will" is revised to read "shall". 37 38 In the fourth sentence of the third paragraph, "will" is revised to read "shall" and "at" is 39 revised to read "of". 40 41 In the fifth paragraph, the first sentence is revised to read: 42 43 On PVC or polyethylene -to -metal connections, work the metal connection first. 44 45 In the fifth paragraph, the third sentence is revised to read: 46 47 Connections between metal and PVC or polyethylene are to be threaded utilizing 48 female threaded PVC adapters with threaded schedule 80 -PVC nipple only. 49 50 In the sixth paragraph, the second sentence is revised to read: 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 41 1 The ends of the polyethylene pipe shall be cut square, reamed smooth inside and out, 2 and inserted to the full depth of the fitting. 3 4 8-03.3(5) Installation 5 The following new paragraph is inserted after the third paragraph: 6 7 All automatic control valves, flow control valves, and pressure reducing valves shall be 8 installed in appropriate sized valve boxes. Manual control valves shall be installed in an 9 appropriate sized valve box and where appropriate, upstream of the automatic control 10 valves. Manual and automatic valves installed together shall be in an appropriate sized 11 box with 3 -inches of clearance on all sides. 12 13 The fourth paragraph is revised to read: 14 15 Final position of valve boxes, capped sleeves, and quick coupler valves shall be 16 between 1/2 -inch and 1 -inch above finished grade or mulch, or as shown in the Plans. 17 18 The following new paragraph is inserted after the fourth paragraph: 19 20 Quick coupler valves and hose bibs shall be installed in valve boxes, either separately 21 or within a control valve assembly box upstream of the control valves. Valves, quick 22 couplers, and hose bibs shall have 3 -inches of clearance on all sides within the valve 23 box. 24 25 In the fifth paragraph "an" is revised to read "a minimum". 26 27 The following new paragraph is inserted after the fifth paragraph: 28 29 Automatic controller pedestals or container cabinets shall be installed on a concrete 30 base as shown in the Plans or in accordance with the manufacturer's recommendations. 31 Provide three 1 -inch diameter galvanized metal or PVC electrical wire conduits through 32 the base and 3 -inches minimum beyond the edge or side of the base both inside and 33 outside of the pedestal. 34 35 8-03.3(6) Electrical Wire Installation 36 This section is revised to read: 37 38 All electrical work shall conform to the National Electric Code, NEMA Specifications and 39 in accordance with Section 8-20. Electrical wiring between the automatic controller and 40 automatic valves shall be direct burial and may share a common neutral. Separate 41 control conductors shall be run from the automatic controller to each valve. When more 42 than one automatic controller is required, a separate common neutral shall be provided 43 for each controller and the automatic valves which it controls. Electrical wire shall be 44 installed in the trench adjacent to or above the irrigation pipe, but no less than 12 -inches 45 deep. Plastic tape or nylon tie wraps shall be used to bundle wires together at 10 -foot 46 intervals. If it is necessary to run electrical wire in a separate trench from the irrigation 47 pipe, the wire shall be placed at a minimum depth of 18 -inches and be "snaked" from 48 side to side in the trench. Each circuit shall be identified at both ends and at all splices 49 with a permanent marker identifying zone and/or station. 50 51 Wiring placed under pavement and walls, or through walls, shall be placed in an 52 electrical conduit or within an irrigation sleeve. Electrical conduit shall not be less than AUGUST 2 2010 AMENDMENTS July 23, 2010 42 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -inch in diameter, and shall meet conduit specifications for PVC conduit as required in 2 Section 9-29.1. 3 4 Splices will be permitted only in approved electrical junction boxes, valve boxes, pole 5 bases, or within control equipment boxes or pedestals. A minimum of 18 -inches of 6 excess conductor shall be left at all splices, terminals and control valves to facilitate 7 inspection and future splicing. The excess wire shall be neatly coiled to fit easily into the 8 boxes. 9 10 All 120 -volt electrical conductors and conduit shall be installed by a certified electrician 11 including all wire splices and wire terminations. 12 13 All wiring shall be tested in accordance with Section 8-20.3(11). 14 15 Continuity ground and functionality testing shall be performed for all 24 -volt direct burial 16 circuits. The Megger test, confirming insulation resistance of not less than 2 megohms 17 to ground in accordance with Section 8-20.3(11), is required. 18 19 8-03.3(7) Flushing and Testing 20 In the first paragraph "correct" is revised to read "as accurate" and "ordered" is revised to 21 read "required". 22 23 The third paragraph is revised to read: 24 25 Main Line Flushing 26 All main supply lines shall receive two fully open flushing's to remove debris that may 27 have entered the line during construction: The first before placement of valves and the 28 second after placement of valves and prior to testing. 29 30 The fourth paragraph is revised to read: 31 32 Main Line Testing 33 All main supply lines shall be purged of air and tested with a minimum static water 34 pressure of 150 -psi for 60 -minutes without introduction of additional service or pumping 35 pressure. Testing shall be done with one pressure gauge installed on the line, in the 36 location required by the Engineer. For systems using a pump, an additional pressure 37 gauge shall be installed at the pump when required by the Engineer. Lines that show 38 loss of pressure exceeding 5 -psi at the ends of specified test periods will be rejected. 39 40 The fifth paragraph is deleted. 41 42 In the sixth paragraph, "any" is revised to read "all". 43 44 In the seventh paragraph, the second sentence is revised to read: 45 46 The operating line pressure shall be maintained for 30 -minutes with valves closed and 47 without introduction of additional service or pumping pressure. 48 49 In the eighth paragraph, the fourth and fifth sentences are revised to read: 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 43 1 The Contractor shall then conduct a thorough inspection of all sprinkler heads, emitters, 2 etc., located downstream of the break or disruption of service, and make all needed 3 repairs to ensure that the entire irrigation system is operating properly. 4 5 8-03.3(8) Adjusting System 6 In the first paragraph, the last sentence is revised to read: 7 8 Unless otherwise specified, sprinkler spray patterns will not be permitted to apply water 9 to pavement, walks, or Structures. 10 11 8-03.3(11) System Operation 12 In the first paragraph, the last sentence is revised to read: 13 14 The final inspection of the irrigation system will coincide with the end of the Contract or 15 the end of first-year plant establishment, which ever is later. 16 17 In the second paragraph "ordered" is revised to read "required". 18 19 In the third paragraph, the last sentence is revised to read: 20 21 Potable water shall not flow through the cross -connection control device to any 22 downstream component until tested and approved for use by the local health authority 23 in accordance with Section 8-03.3(12). 24 25 The fourth paragraph is revised to read: 26 27 In the spring, when the drip irrigation system is in full operation, the Contractor shall 28 make a full inspection of all emitters, and irrigation heads. This shall involve visual 29 inspection of each emitter and irrigation head under operating conditions. All 30 adjustments, flushing, or replacements to the system shall be made at this time to 31 ensure the proper operation of all emitters and irrigation heads. 32 33 8-03.3(12) Cross Connection Control Device Installation 34 In the first sentence of the first paragraph "serving utility" is revised to read "local health 35 authority". 36 37 8-03.3(13) Irrigation Water Service 38 The first paragraph is revised to read: 39 40 All water meter(s) shall be installed by the serving utility. The Contracting Agency shall 41 arrange for a water meter installation(s) for the irrigation system at the locations and 42 sizes as shown in the Plans at no cost to the Contractor. It shall be the Contractor's 43 responsibility to contact the Engineer to schedule the water meter installation. The 44 Contractor shall provide a minimum of 60 -calendar days notice to the Engineer prior to 45 the desired water meter installation date. 46 47 In the second paragraph, "will" is revised to read "shall". 48 49 8-03.3(14) Irrigation Electrical Service 50 The first paragraph is revised to read: 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 44 1 The Contracting Agency shall arrange for electrical service connection(s) for operation 2 of the automatic electrical controller(s) at the locations as shown in the Plans. The 3 Contractor shall splice and run conduit and wire from the electrical service 4 connection(s), or service cabinet to the automatic electrical controller and connect the 5 conductors to the circuit(s) per the controller manufacturer's diagrams or 6 recommendations. 7 8 In the second paragraph, "conduit" is revised to read "conduits". 9 10 08.AP8 11 SECTION 8-08, RUMBLE STRIPS 12 April 5, 2010 13 8-08.3 Construction Requirements 14 In the fourth paragraph, the first and second sentences are combined to read: 15 16 When shown in the Plans, the rumble strips shall be fog sealed in accordance with the 17 requirements of Section 5-02 following the completion of the shoulder rumble strip. 18 19 09.AP8 20 SECTION 8-09, RAISED PAVEMENT MARKERS 21 August 2, 2010 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8-09.3(1) Surface Preparation In the first paragraph, the second procedure is revised to read: When markers are placed on new cement concrete pavement, any curing compound shall be removed in accordance with the requirements of this section. All liquid membrane -forming compounds shall be removed from the Portland cement concrete pavement to which Raised Pavement Markers are to bonded, Curing compound removal shall not be started until the pavement has attained sufficient flexural strength for opening for traffic to be allowed on it. The Contractor shall submit a proposed removal method to the Project Engineer and shall not begin the removal process until the Project Engineer has approved the removal method. 10.AP8 SECTION 8-10, GUIDE POSTS August 2, 2010 8-10.3 Construction Requirements The second paragraph is supplemented with the following: When guide posts are placed on new cement concrete pavement, any curing compound shall be removed. All liquid membrane -forming compounds shall be removed from the Portland cement concrete pavement to which guide post are to be bonded, Curing compound removal shall not be started until the pavement has attained sufficient flexural strength for traffic to be allowed on it. The Contractor shall submit a proposed removal method to the Project Engineer and shall not begin the removal process until the Project Engineer has approved the removal method. The final guide post lengths will be determined or verified by the Engineer at the request of the Contractor. AUGUST 2 2010 AMENDMENTS July 23, 2010 45 1 2 11.AP8 3 SECTION 8-11, GUARDRAIL 4 August 2, 2010 5 8-11.3(1)A Erection of Posts 6 The second paragraph is supplemented with the following sentence: 7 8 New installations of guardrail shall have steel posts or as otherwise shown in the Plans. 9 10 8-11.3(1)D Terminal and Anchor Installation 11 The fifth paragraph is supplemented with the following sentence: 12 13 For new terminal installations steel posts shall be used unless shown otherwise in the 14 Plans. 15 16 14.AP8 17 SECTION 8-14, CEMENT CONCRETE SIDEWALKS 18 April 5, 2010 19 8-14.3(5) Curb Ramp Detectable Warning Surface Retrofit 20 This section including heading is revised to read: 21 22 8-14.3(5) Detectable Warning Surface 23 Detectable warning surfaces shall consist of truncated domes as shown in the Plans. 24 Where a detectable warning surface is to be applied, the Contractor shall attach the 25 detectable warning surface to the pavement surface according to the manufacturer's 26 recommendations. The detectable warning surface shall be located as shown in the 27 Pians. 28 29 The Contractor shall use one of the detectable warning surface products listed in the 30 Qualified Products List or submit another product for approval by the Project Engineer. 31 If the Plans require, the detectable warning surface shall be capable of being bonded to 32 a cement concrete surface or to an asphalt concrete surface. Vertical edges of the 33 detectable warning surface shall be flush with the adjoining surface to the extent 34 possible (otherwise not be more than 1/4 -inch above the surface of the pavement) after 35 installation. 36 37 8-14.4 Measurement 38 The second sentence in the first paragraph is revised to read: 39 40 Cement concrete curb ramp type will be measured per each for the complete 41 curb ramp type installed and includes the installation of the detectable warning surface. 42 43 The second paragraph is revised to read: 44 45 Detectable warning surface will be measured by the square foot of detectable warning 46 surface material installed as shown in the Plans. 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 46 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8-14.5 Payment 2 The pay item "Cement Conc. Curb Ramp Type " is supplemented with the following 3 new paragraph: 4 5 The unit Contract price per each for "Cement Concrete Curb Ramp Type ", shall be 6 full pay for installing the curb ramp as specified including the "Detectable Warning 7 Surface". 8 9 The pay item "Curb Ramp Detectable Warning Surface Retrofit" is revised to read 10 "Detectable Warning Surface". 11 12 15.AP8 13 SECTION 8-15, RIPRAP 14 January 4, 2010 15 8-15.2 Materials 16 The referenced sections for the following items are revised to read: 17 18 Heavy Loose Riprap 9-13 19 Light Loose Riprap 9-13 20 Hand Placed Riprap 9-13 21 Sack Riprap 9-13 22 Quarry Spalls 9-13 23 24 17.AP8 25 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS 26 April 5, 2010 27 8-17.4 Measurement 28 The first paragraph is supplemented with the following new sentence: 29 30 Only the maximum number of temporary impact attenuators installed at any one time 31 within the project limits will be measured for payment. 32 33 8-17.5 Payment 34 In the second paragraph following the bid item "Resetting Impact Attenuator", the first 35 sentence is revised to read: 36 37 If an impact attenuator is damaged by a third party, repairs shall be made in accordance 38 with Section 1-07.13(4) under the Bid item "Reimbursement For Third Party Damage". 39 40 20.AP8 41 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 42 ELECTRICAL 43 August 2, 2010 44 8-20.1 Description 45 In the first paragraph, item number 3 is revised to read: 46 47 3. Intelligent Transportation Systems (ITS) AUGUST 2 2010 AMENDMENTS July 23, 2010 47 1 2 8-20.3(4) Foundations 3 in the 12th paragraph, item number 2 is revised to read: 4 5 2. The top heavy -hex nuts for type ASTM F1554 grade 105 anchor bolts shall be 6 tightened by the Turn -Of -Nut Tightening Method to minimum rotation of (90 7 degrees) and a maximum rotation of 0 -turn (120 degrees) past snug tight. 8 Permanent marks shall be set on the base plate and nuts to indicate nut rotation 9 past snug tight. 10 11 In the 12th paragraph, the following is inserted after item number 2: 12 13 3. The top hex nuts for type ASTM F1554 grade 55 anchor bolts shall be tightened by 14 the Turn -of -Nut Tightening Method to minimum rotation of 1/8 -turn (45 degrees) 15 and a maximum rotation of 1/6 -turn (60 degrees) past snug tight. Permanent 16 marks shall be set on the base plate and nuts to indicate nut rotation past snug 17 tight. 18 19 8-20.3(5) Conduit 20 In the fifth sentence of the fourth paragraph, "conforms" is revised to read "conforming". 21 22 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes 23 In item number 2 of the second paragraph, "top course" is deleted and "per" is revised to 24 read "in accordance with". 25 26 8-20.3(8) Wiring 27 The following new two paragraphs are inserted after the first table: 28 29 Splices and taps on underground circuits shall be made with solderless crimp 30 connectors meeting the requirements of Section 9-29.12. 31 32 Only one conductor or one multi conductor cable per wire entrance will be allowed in 33 any rigid mold splice. 34 35 In the eleventh paragraph item number 5 is revised to read: 36 37 5. Video detection camera lead-in cable - the numbers of the phases the camera 38 served. 39 40 In the eleventh paragraph the following is added after item number 5: 41 42 6. For ITS cameras — the number of the camera indicated in the Contract and the 43 number of the associated cabinet as indicated on the Plans. 44 45 7. Communication cable -- labeled as Comm. 46 47 This section is supplemented with the following new paragraph: 48 49 Installation of coaxial or coaxial/Siamese cable or data cables with a 600 VAC rating will 50 be allowed in the same raceway with 480 VAC illumination cable. 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 48 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8-20.4 Measurement 2 The first sentence is revised to read: 3 4 No specific unit of measurement will apply to the lump sum items for illumination 5 system, intelligent transportation system (ITS), or traffic signal systems, but 6 measurement will be for the sum total of all items for a complete system to be furnished 7 and installed. 8 9 The second paragraph is revised to read: 10 11 Conduit of the kind and diameter specified will be measured, through the junction 12 boxes, by the linear foot of conduit placed, unless the conduit is included in an 13 illumination system, signal system, Intelligent Transportation (ITS) or other type of 14 electrical system lump sum Bid item. 15 16 8-20.5 Payment 17 All references to "Intelligent Transportation System" are revised to read "ITS". 18 19 The paragraph after the bid item, "Conduit Pipe In. Diam." per linear foot, is revised to 20 read: 21 22 The unit Contract price per linear foot for "Conduit Pipe In. Diam." shall be full pay 23 for furnishing all pipe, pipe connections, elbows, bends, caps, reducers, conduits, 24 unions, junction boxes and fittings; for placing the pipe in accordance with the above 25 provisions, including all excavation, jacking or drilling required, backfilling of any voids 26 around casing, conduits, pits or the trenches, restoration of native vegetation disturbed 27 by the operation, chipping of pavement, and bedding of the pipe; and all other Work 28 necessary for the construction of the conduit, except that when conduit is included on 29 any project as an integral part of an illumination, traffic signal, or ITS systems and the 30 conduit is not shown as a pay item, it shall be included in the lump sum price for the 31 system shown. 32 33 21.AP8 34 SECTION 8-21, PERMANENT SIGNING 35 August 2, 2010 36 8-21.3(4) Sign Removal 37 In the fourth paragraph, the following sentence is inserted after the second sentence: 38 39 Where signs are removed from existing overhead sign Structures, the existing vertical 40 sign support braces shall also be removed. 41 42 In the fourth paragraph, the third sentence is revised to read: 43 44 Aluminum signs, wood signs, wood sign posts, wood structures, metal sign posts, wind 45 beams, and other metal structural members, and all existing fastening hardware 46 connecting such members being removed, shall become the property of the Contractor 47 and shall be removed from the project. 48 AUGUST 2 2010 AMENDMENTS July 23, 2010 49 1 8-21.3(9)F Foundations 2 In the ninth paragraph, the following new statement is inserted as number 1. Existing 3 numbers 1 through 6 of the ninth paragraph shall be renumbered to 2 through 7. 4 5 1. Foundation excavations shall conform to the requirements of Section 2-09.3(3). 6 7 In the tenth paragraph, item number 2. is revised to read: 8 9 2. Steel reinforcement, including spiral reinforcing, shall conform to Section 9-07.2. 10 11 22.AP8 12 SECTION 8-22, PAVEMENT MARKING 13 August 2, 2010 14 8-22.1 Description 15 In the second paragraph, the last sentence is revised to read: 16 17 Traffic letters used in word messages shall be sized as shown in the Plans. 18 19 8-22.4 Measurement 20 In the sixth paragraph "Painted Line" is revised to read "Paint Line". 21 22 01.AP9 23 SECTION 9-01, PORTLAND CEMENT 24 April 5, 2010 25 9-01.2(1) Portland Cement 26 In the first paragraph, all the text after "shall not exceed 8 -percent by weight" is deleted and 27 the paragraph ends. 28 29 In the second paragraph, "per" is revised to read "in accordance with". 30 31 02.AP9 32 SECTION 9-02, BITUMINOUS MATERIALS 33 August 2, 2010 34 9-02.1(9) Coal Tar Pitch Emulsion, Cationic Asphalt Emulsion Blend Sealer 35 This section including title is revised to read: 36 37 9-02.1(9) Vacant 38 39 03.AP9 40 SECTION 9-03, AGGREGATES 41 August 2, 2010 42 In this Division, all references to "AASHTO TP 61" are revised to read "AASHTO T 335". 43 44 9-03.11(2) Streambed Cobbles 45 The first paragraph is revised to read: 46 AUGUST 2 2010 AMENDMENTS July 23, 2010 50 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 Streambed cobbles shall be clean, naturally occurring water rounded gravel material. Streambed cobbles shall have a well graded distribution of cobble sizes and conform to one or more of the following gradings as shown in the Plans: Percent Passing Approximate Size Note 1 40 Cobbles 60 Cobbles 80 Cobbles 100 Cobbles 120 Cobbles 120 100 100 100 70-90 80 100 70-90 60 100 70-90 50 70-90 30-60. 40 100 30-60. 30 70-90 30-60. 20 30-60. 11/20 20-50 3/43 10 max. 10 max. 10 max. 10 max. 10 max. 5 6 In the second paragraph, "determine" is revised to read "determined". 7 8 04.AP9 9 SECTION 9-04, JOINT AND CRACK SEALING MATERIALS 10 August 2, 2010 11 9-04.2(1) Hot Poured Joint Sealants 12 This section is revised to read: 13 14 Hot poured joint sealants shall meet the requirements of AASHTO M 324 Type IV 15 except for the following: 16 17 1. The Cone Penetration at 25°C shall be 130 maximum. 18 19 2. The extension for the bond, non immersed, shall be 100%. 20 21 3. The hot poured joint sealant shall have a minimum Cleveland Open Cup Flash 22 Point of 205°C in accordance with AASHTO T 48 23 24 Hot poured joint sealants shall be sampled in accordance with ASTM D 5167 and tested 25 in accordance with ASTM D 5329. 26 27 9-04.11 Butyl Rubber 28 This section including title is revised to read: 29 AUGUST 2 2010 AMENDMENTS July 23, 2010 51 1 9-04.11 Butyl Rubber and Nitrile Rubber 2 Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines 3 that the area will be exposed to petroleum products Nitrile rubber shall be utilized and 4 conform to ASTM D 2000, M1 BG 610. 5 6 05.AP9 7 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 8 January 4, 2010 9 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, 10 and Profile Wall PVC Sanitary Sewer Pipe 11 In the fourth paragraph, the word "producer's" is revised to read "Manufacturer's". 12 13 9-05.13 Ductile Iron Sewer Pipe 14 The second and third paragraphs are revised to read: 15 16 Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement 17 mortar lined and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine 18 cured Novalac Epoxy lining, as indicated on the Plans or in the Special Provisions. The 19 ductile iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or 20 the Class indicated on the Plans or in the Special Provisions. 21 22 Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical 23 type meeting the requirements of AWWA C111. 24 25 Division 9-05 is supplemented with the following new sections: 26 27 9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe 28 Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM 29 F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24 -inch 30 to 60 -inch diameter with silt -tight joints. 31 32 Silt -tight joints for steel reinforced polyethylene culvert pipe shall be made with a 33 bell/bell or bell and spigot coupling and incorporate the use of a gasket conforming to 34 the requirements of ASTM F 477. All gaskets shall be installed on the pipe by the 35 manufacturer. 36 37 Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires 38 an approved joint system and a formal quality control plan for each plant proposed for 39 consideration. 40 41 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 42 materials delivered to the project. The certificate shall clearly identify production lots for 43 all materials represented. The Contracting Agency may conduct verification tests of pipe 44 stiffness or other properties as it deems appropriate. 45 46 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 47 Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM 48 F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The maximum 49 diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for 50 which a manufacturer has submitted a qualified joint. Qualified manufacturers and AUGUST 2 2010 AMENDMENTS July 23, 2010 52 1 approved joints are listed in the Qualified Products Lists. Fittings shall be rotationally 2 molded, injection molded, or factory welded. 3 4 All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell 5 and spigot coupling and conform to ASTM D 3212 using elastomeric gaskets 6 conforming to ASTM F 477. All gaskets shall be installed on the pipe by the 7 manufacturer. 8 9 Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe 10 requires joint system conformance to ASTM D 3212 using elastomeric gaskets 11 conforming to ASTM F 477 and a formal quality control plan for each plant proposed for 12 consideration. 13 14 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 15 materials delivered to the project. The certificate shall clearly identify production lots for 16 all materials represented. The Contracting Agency may conduct verification tests of pipe 17 stiffness or other properties as it deems appropriate. 18 19 9-05.23 High Density Polyethylene (HDPE) Pipe 20 HDPE pipe shall be manufactured from resins meeting the requirements of ASTM 21 D3350 with a cell classification of 345464C and a Plastic Pipe Institute (PPI) 22 designation of PE 3408. 23 24 The pipes shall have a minimum standard dimension ratio (SDR) of 32.5. 25 26 HDPE pipe shall be joined into a continuous length by an approved joining method. 27 28 The joints shall not create an increase in the outside diameter of the pipe. The joints 29 shall be fused, snap together or threaded. The joints shall be water tight, rubber 30 gasketed if applicable, and pressure testable to the requirements of ASTM D 3212. 31 32 Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the 33 manufacturer's recommendations. Fusion equipment used in the joining procedure 34 shall be capable of meeting all conditions recommended by the pipe manufacturer, 35 including but not limited to fusion temperature, alignment, and fusion pressure. All field 36 welds shall be made with fusion equipment equipped with a Data Logger. Temperature, 37 fusion pressure and a graphic representation of the fusion cycle shall be part of the 38 Quality Control records. Electro fusion may be used for field closures as necessary. 39 Joint strength shall be equal or greater than the tensile strength of the pipe. 40 41 Fittings shall be manufactured from the same resins and Cell Classification as the pipe 42 unless specified otherwise in the Plans or Specifications. Butt fusion fittings and 43 Flanged or Mechanical joint adapters shall have a manufacturing standard of ASTM 44 D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F1055. 45 46 HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and 47 this specification. 48 49 The supplier shall furnish a Manufacturer's Certification of Compliance stating the 50 materials meet the requirements of ASTM D 3350 with the correct cell classification with 51 the physical properties listed above. The supplier shall certify the dimensions meet the 52 requirements of ASTM F 714 or as indicated in this Specification or the Plans. AUGUST 2 2010 AMENDMENTS July 23, 2010 53 1 2 At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for 3 defects and tested for Elevated Temperature Sustain Pressure in accordance with 4 ASTM F 714. The Contractor shall not install any pipe that is more than 2 years old 5 from the date of manufacture. 6 7 At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, free 8 of cracks, holes, foreign materials, blisters, or deleterious faults. 9 10 Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the 11 manufacturer, SDR, size, material, machine, and date on which the pipe was 12 manufactured. 13 14 06.AP9 15 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS 16 August 2, 2010 17 9-06.5(3) High Strength Bolts 18 The first paragraph is revised to read: 19 20 High-strength bolts for structural steel joints shall conform to either AASHTO M 164 21 Type 1 or 3 or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special 22 Provisions. Tension control bolt assemblies, meeting all requirements of ASTM F 1852 23 may be substituted where AASHTO M 164 high strength bolts and associated hardware 24 are specified. 25 26 The second paragraph is deleted. 27 28 The third paragraph is revised to read: 29 30 Bolts conforming to AASHTO M 253 and assemblies conforming to ASTM F 1852 shall 31 not be galvanized. 32 33 The fourth paragraph is revised to read: 34 35 Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 36 164 Type 3, AASHTO M 253 Type 3, or ASTM F 1852 Type 3, as specified in the Plans 37 or Special Provisions. 38 39 The fifth paragraph is revised to read: 40 41 Nuts for high strength bolts shall meet the following requirements: 42 43 AASHTO M 164 Bolts 44 Type 1 (black) AASHTO M 291 Grade C, C3, D, DH and 45 DH3 46 AASHTO M 292 Grade 2H 47 Type 3 (black weathering) AASHTO M 291 Grade C3 and DH3 48 Type 1 (hot -dip galvanized) AASHTO M 291 Grade DH 49 AASHTO M 292 Grade 2H 50 51 AASHTO M 253 Bolts AUGUST 2 2010 AMENDMENTS July 23, 2010 54 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Type 1 (black) AASHTO M 291 Grade DH, DH3 2 AASHTO M 292 Grade 2H 3 Type 3 (black weathering) AASHTO M 291 Grade DH3 4 5 The first sentence in the eighth paragraph is revised to read: 6 7 Washers for AASHTO M 164 and AASHTO M 253 bolts shall meet the requirements of 8 AASHTO M 293 and may be circular, beveled, or extra thick as required. 9 10 The last sentence in the eleventh paragraph is revised to read: 11 12 Approval from the Engineer to use lock -pin and collar fasteners shall be received by the 13 Contractor prior to use. 14 15 The number 2 foot note reference in the table is deleted. 16 17 The last row of the table is revised to read: 18 *Manufacturer's Certificate of Compliance — samples not required. 1 Nuts, washers, Toad indicator devices, and tension control bolt assemblies shall be sampled at the same frequency as the bolts. 19 20 21 07.AP9 22 SECTION 9-07, REINFORCING STEEL 23 August 2, 2010 24 9-07.1(1)A Acceptance of Materials 25 The following new paragraph is inserted before the first paragraph: 26 27 Reinforcing steel rebar manufacturers shall comply with the requirements of AASHTO 28 PP 45, "Standard Recommended Procedure for Qualification of Deformed and Plain 29 Steel Bar Producing Mills" and the National Transportation Product Evaluation Program 30 (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. Reinforcing steel 31 rebar manufacturers shall participate in the NTPEP Audit Program for Reinforcing Steel 32 (rebar) Manufacturers and be listed on the NTPEP audit program website displaying 33 that they are NTPEP compliant. 34 35 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement) 36 This section's title is revised to read: 37 38 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement 39 Rehabilitation) 40 41 The following is inserted after the third sentence of the first paragraph: 42 43 The Contractor shall furnish a written certification that properly identifies the material, 44 the number of each batch of coating material used, quantity represented, date of AUGUST 2 2010 AMENDMENTS July 23, 2010 55 1 manufacture, name and address of manufacturer, and a statement that the supplied 2 coating material meets the requirements of ASTM A 934. 3 4 08.AP9 5 SECTION 9-08, PAINTS AND RELATED MATERIALS 6 January 4, 2010 7 9-08.1(2)C Inorganic Zinc Rich Primer 8 In the first paragraph, the reference to "Type 11" is revised to read "Type I". 9 10 9-08.1(2)D Organic Zinc Rich Primer 11 This section is revised to read: 12 13 Organic zinc rich primer shall be a high performance two -component epoxy conforming 14 to SSPC Paint 20 Type II. 15 16 14.AP9 17 SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 18 August 2, 2010 19 Section 9-14 is deleted in its entirety and replaced with the following: 20 21 9-14.1 Soil 22 23 9-14.1(1) Topsoil Type A 24 Topsoil Type A shall be as specified in the Special Provisions. 25 26 9-14.1(2) Topsoil Type B 27 Topsoil Type B shall be native topsoil taken from within the project limits either from the 28 area where roadway excavation is to be performed or from strippings from borrow, pit, 29 or quarry sites, or from other designated sources. The general limits of the material to 30 be utilized for topsoil will be indicated in the Plans or in the Special Provisions. The 31 Engineer will make the final determination of the areas where the most suitable material 32 exists within these general limits. The Contractor shall reserve this material for the 33 specified use. Material for Topsoil Type B shall not be taken from a depth greater than 1 34 foot from the existing ground unless otherwise designated by the Engineer. 35 36 In the production of Topsoil Type B, all vegetative matter less than 4 feet in height, shall 37 become a part of the topsoil. Prior to topsoil removal, the Contractor shall reduce the 38 native vegetation to a height not exceeding 1 foot. Noxious weeds, as designated by 39 authorized State and County officials, shall not be incorporated in the topsoil, and shall 40 be removed and disposed of as designated elsewhere or as approved by the Engineer. 41 42 9-14.1(3) Topsoil Type C 43 Topsoil Type C shall be native topsoil meeting the requirements of Topsoil Type B but 44 obtained from a source provided by the Contractor outside of the Contracting Agency 45 owned right of way. 46 47 9-14.2 Seed 48 Grasses, legumes, or cover crop seed of the type specified shall conform to the 49 standards for "Certified" grade seed or better as outlined by the State of Washington AUGUST 2 2010 AMENDMENTS July 23, 2010 56 1 Department of Agriculture "Rules for Seed Certification," latest edition. Seed shall be 2 furnished in standard containers on which shall be shown the following information: 3 4 1. Common and botanical names of seed 5 2. Lot number 6 3. Net weight 7 4 Pure live seed 8 9 All seed vendors must have a business license issued by the Washington State 10 Department of Licensing with a "seed dealer" endorsement. Upon request, the 11 Contractor shall furnish the Engineer with copies of the applicable licenses and 12 endorsements. 13 14 Upon request, the Contractor shall furnish to the Engineer duplicate copies of a 15 statement signed by the vendor certifying that each lot of seed has been tested by a 16 recognized seed testing laboratory within six months before the date of delivery on the 17 project. Seed which has become wet, moldy, or otherwise damaged in transit or storage 18 will not be accepted. 19 20 9-14.3 Fertilizer 21 Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the 22 kind and quality specified. It may be separate or in a mixture containing the percentage 23 of total nitrogen, available phosphoric acid, water-soluble potash, or sulfur in the 24 amounts specified. All fertilizers shall be furnished in standard unopened containers 25 with weight, name of plant nutrients, and manufacturer's guaranteed statement of 26 analysis clearly marked, all in accordance with State and Federal laws. 27 28 Fertilizer shall be supplied in one of the following forms: 29 30 1 A dry free-flowing granular fertilizer, suitable for application by agricultural 31 fertilizer spreader. 32 33 2 A soluble form that will permit complete suspension of insoluble particles in 34 water, suitable for application by power sprayer. 35 36 3 A homogeneous pellet, suitable for application through a ferti-blast gun. 37 38 4 A tablet or other form of controlled release with a minimum of a six month 39 release period. 40 41 5 A liquid suitable for application by a power sprayer or hydroseeder. 42 43 9-14.4 Mulch and Amendments 44 All amendments shall be delivered to the site in the original, unopened containers 45 bearing the manufacturer's guaranteed chemical analysis and name. In lieu of 46 containers, amendments may be furnished in bulk. A manufacturer's certificate of 47 compliance shall accompany each delivery. Compost and other organic amendments 48 shall be accompanied with all applicable health certificates and permits. 49 AUGUST 2 2010 AMENDMENTS July 23, 2010 57 1 9-14.4(1) Straw 2 Straw shall be in an air dried condition free of noxious weeds, seeds, and other 3 materials detrimental to plant life. Hay is not acceptable. 4 5 All straw material shall be Certified Weed Free Straw using North American Weed 6 Management Association (NAWMA) standards or the Washington Wilderness Hay and 7 Mulch (WWHAM) program run by the Washington State Noxious Weed Control Board. 8 Information can be found at http://www.nwcb.wa.gov/http://www.nwcb.wa.gov/ 9 10 In lieu of Certified Weed Free Straw, the Contractor shall provide documentation that 11 the material is steam or heat treated to kill seeds, or shall provide U.S., Washington, or 12 other State's Department of Agriculture laboratory test reports, dated within 90 days 13 prior to the date of application, showing there are no viable seeds in the straw. 14 15 Straw mulch shall be suitable for spreading with mulch blower equipment. 16 17 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) 18 All HECPs shall be biodegradable and in a dry condition free of noxious weeds, seeds, 19 chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, 20 metal, plastic, and other materials detrimental to plant life. Up to 5 percent by weight 21 may be photodegradable material. 22 23 The HECP shall be suitable for spreading with a hydroseeder. 24 25 All HECPs shall be furnished premixed by the manufacturer with Type A or Type B 26 Tackifier as specified in 9-14.4(7). Under no circumstances will field mixing of additives 27 or components be acceptable. 28 29 The Contractor shall provide test results, dated within three years prior to the date of 30 application, from an independent, accredited laboratory, as approved by the Engineer, 31 showing the product meets the following requirements: 32 AUGUST 2 2010 AMENDMENTS July 23, 2010 58 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Properties Test Method Requirements Acute Toxicity EPA -821-R-02-012 Methods for Measuring Acute Toxicity of Effluents. Test leachate from recommended application rate receiving 2 inches of rainfall per hour using static test for No -Observed -Adverse -Effect - Concentration (NOEC) Four replicates are required with No statistically significant reduction in survival in 100% leachate for a Daphnid at 48 hours and Oncorhynchus mykiss (rainbow trout) at 96 hours. Solvents EPA 8260B Benzene - < 0.03 mg/kg Methylene chloride — < 0.02 mg/kg Naphthalene — < 5 mg/kg Tetrachloroethylene — < 0.05 mg/kg Toluene — < 7 mg/kg Trichloroethylene — < 0.03 mg/kg Xylenes — < 9 mg/kg Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg Arsenic — < 6 mg/kg Barium — < 80 mg/kg Boron — < 100 mg/kg Cadmium — < 2 mg/kg Chromium — < 2 mg/kg Copper — < 5 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel — < 2 mg/kg Selenium — < 10 mg/kg Strontium — < 30 mg/kg Zinc — < 5 mg/kg Water Holding Capacity ASTM D 7367 900 percent minimum Organic Matter Content ASTM D 586 90 percent minimum Moisture Content ASTM D 644 15 percent maximum Seed Germination Enhancement ASTM D 7322 HECP Type 1 HECP Type 2 HECP Type 3 420 percent minimum 400 percent minimum 200 percent minimum If the HECP contains cotton or straw, the Contractor shall provide documentation that the material has been steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing there are no viable seeds in the mulch. The HECP shall be manufactured in such a manner that when agitated in slurry tanks with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous slurry. When hydraulically applied, the material shall form a strong moisture -holding mat that allows the continuous absorption and infiltration of water. The HECP shall contain a dye to facilitate placement and inspection of the material. Dye shall be non-toxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces. AUGUST 2 2010 AMENDMENTS July 23, 2010 59 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 The HECP shall be furnished with a Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plants, animals, and aquatic life. 9-14.4(2)A HECP Type 1 Mulch HECP Type 1 Mulch shall demonstrate the ability to adhere to the soil and create a blanket -like mass within two hours of application and shall bond with the soil surface to create a continuous, porous, absorbent, and flexible erosion resistant blanket that allows for seed germination and plant growth and conforms to the requirements in Table 1 HECP Type 1 Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table 1 HECP Type 1 Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). Table 1 HECP T 1 Mulch Test Requirements Properties Test Method Requirements Performance in Protecting Slopes from Rainfall- Induced Erosion ASTM D 6459 - Test in one soil type. Soil tested shall be sandy loam as defined by the NRCS Soil Texture Triangle C Factor = 0.01 maximum using Revised Universal Soil Loss Equation (RUSLE) 9-14.4(2)B HECP Type 2 Mulch Within 48 hours of application, the HECP Type 2 Mulch shall bond with the soil surface to create a continuous, absorbent, flexible erosion resistant blanket that allows for seed germination and plant growth and conform to the requirements in Table 2 HECP Type 2 Mulch Test Requirements. 35 The Contractor shall provide test results documenting the mulch meets the 36 requirements in Table 2 HECP Type 2 Mulch Test Requirements. 37 38 Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test 39 results from one of the following testing facilities: 40 41 42 43 44 National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory AUGUST 2 2010 AMENDMENTS July 23, 2010 60 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). Tab e 2 HECP T 2 Mulch Test Requirements Properties Test Method Requirements Performance in Protecting Slopes from Rainfall- Induced Erosion ASTM D 6459 - Test in one soil type. Soil tested shall be sandy loam as defined by the NRCS Soil Texture Triangle C Factor = 0.05 maximum using Revised Universal Soil Loss Equation (RUSLE) 9-14.4(2)C HECP Type 3 Mulch The Contractor shall provide test results documenting the mulch meets the requirements in Table 3 HECP Type 3 Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). Table 3 HECP T 3 Mulch Test Requirements Properties Test Method Requirements Performance in Protecting Slopes from Rainfall- Induced Erosion ASTM D 6459 - Test in one soil type. Soil tested shall be sandy loam as defined by the National Resources Conservation Service (NRCS) Soil Texture Triangle C Factor = 0.15 maximum using Revised Universal Soil Loss Equation (RUSLE) 9-14.4(3) Bark or Wood Chips Bark or wood chip mulch shall be derived from Douglas fir, pine, or hemlock species. It shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust shall not be used as mulch. 31 Bark or wood chips, when tested, shall be according to WSDOT Test Method T 123 32 prior to placement and shall meet the following loose volume gradation: 33 AUGUST 2 2010 AMENDMENTS July 23, 2010 61 1 2 3 4 5 6 7 8 9 Sieve Size Percent Passing Minimum Maximum 2" 95 100 No.4 0 30 9-14.4(4) Wood Strand Mulch Wood strand mulch shall be a blend of angular, loose, long, thin wood pieces that are frayed, with a high length -to -width ratio and shall be derived from native conifer or deciduous trees. A minimum of 95 percent of the wood strand shall have lengths between 2 and 10 inches. At least 50 percent of the length of each strand shall have a width and thickness between 1/16 and 1 inch. No single strand shall have a width or thickness greater than 1/2 inch. 10 The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds 11 in quantities that would be detrimental to plant life. Sawdust or wood chips or shavings 12 will not be acceptable. Products shall be tested according to WSDOT Test Method 125 13 prior to acceptance. 14 15 9-14.4(5) Lime 16 Agriculture lime shall be of standard manufacture, flour grade or in pelletized form, 17 meeting the requirements of ASTM C 602. 18 19 9-14.4(6) Gypsum 20 Gypsum shall consist of Calcium Sulfate (CaSO42H2O) in a pelletized or granular form. 21 100 percent shall pass through a No. 8 sieve. 22 23 9-14.4(7) Tackifier 24 Tackifiers are used as a tie -down for soil, compost, seed, and/or mulch. Tackifier shall 25 contain no growth or germination inhibiting materials, and shall not reduce infiltration 26 rates. Tackifier shall hydrate in water and readily blend with other slurry materials and 27 conform to the requirements in Table 4 Tackifier Test Requirements. 28 29 The Contractor shall provide test results documenting the tackifier meets the 30 requirements in Table 4 Tackifier Test Requirements. 31 32 Before January 1, 2012, the Contractor shall supply independent ASTM D 6459 test 33 results from one of the following testing facilities: 34 35 National Transportation Product Evaluation Program (NTPEP) 36 Utah State University's Utah Water Research Laboratory 37 Texas Transportation Institute 38 San Diego State University's Soil Erosion Research Laboratory 39 TRI Environmental, Inc 40 41 Effective January 1, 2012, the Contractor shall supply independent test results from the 42 43 44 National Transportation Product Evaluation Program (NTPEP). Table 4 Tackifier Test Requirements Properties Test Method Requirements Heavy Metals Solvents Test at manufacturer's recommended application rate See Table in Section 9 - 14.4(2) AUGUST 2 2010 AMENDMENTS July 23, 2010 62 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 Acute Toxicity Percent Passing Minimum Performance in Modified ASTM D 6459 on C Factor = 0.15 maximum Protecting Slopes 3(H):1(V) slope with 2 inches of using Revised Universal from Rainfall- rainfall evenly distributed over a Soil Loss Equation Induced Erosion period of 100 minutes. Test in one soil type. Soil tested shall be sandy loam as defined by the (RUSLE) 100 National Resources Conservation Service (NRCS) Soil Texture Triangle 9-14.4(7)A Organic Tackifier Organic tackifier shall be derived from natural plant sources and shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants, animals, and aquatic life. 7 9-14.4(7)B Synthetic Tackifier 8 Synthetic tackifier shall have an MSDS that demonstrates to the satisfaction of the 9 Engineer that the product is not harmful to plants, animals, and aquatic life. 10 11 9-14.4(8) Compost 12 Compost products shall be the result of the biological degradation and transformation of 13 plant -derived materials under controlled conditions designed to promote aerobic 14 decomposition. Compost shall be stable with regard to oxygen consumption and 15 carbon dioxide generation. Compost shall be mature with regard to its suitability for 16 serving as a soil amendment or an erosion control BMP as defined below. The compost 17 shall have a moisture content that has no visible free water or dust produced when 18 handling the material. 19 20 Compost production and quality shall comply with Chapter 173-350 WAC. 21 22 Compost products shall meet the following physical criteria: 23 24 1. Compost material shall be tested in accordance with U.S. Composting Council 25 Testing Methods for the Examination of Compost and Composting (TMECC) 02.02- 26 B, "Sample Sieving for Aggregate Size Classification". 27 28 29 30 31 32 33 Fine compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 2" 100 1" 95 100 5/8" 90 100 1/4" 75 100 Maximum particle length of 6 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum AUGUST 2 2010 AMENDMENTS July 23, 2010 63 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2" 100 Minimum 1" 95 100 5/8" 90 100 1/4" 75 85 Maximum particle length of 6 inches. Medium compost shall have a carbon to nitrogen ratio (C:N) between 18:1 and 30:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01 A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 3" 100 1" 90 100 3/4" 70 100 1/4" 40 60 Maximum particle length of 6 inches. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH". 15 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less 16 than 1.0 percent by weight as determined by U.S. Composting Council TMECC 17 03.08-A "Classification of Inerts by Sieve Size". 18 19 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by 20 U.S. Composting Council TMECC 05.07A "Loss -On -Ignition Organic Matter Method 21 (LOI)". 22 23 5. Soluble salt contents shall be less than 4.0 mmhos/cm when tested in accordance 24 with U.S. Composting Council TMECC 04.10 "Electrical Conductivity". 25 26 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting 27 Council TMECC 05.05-A, "Germination and Root Elongation". 28 29 7. Stability shall be 7 mg CO2—C/g OM/day or below in accordance with U.S. 30 Composting Council TMECC 05.08-B "Carbon Dioxide Evolution Rate". 31 32 8. The compost product shall originate a minimum of 65 percent by volume from 33 recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks." A 34 maximum of 35 percent by volume of "Type 2 Feedstocks," source -separated food 35 waste, and/or biosolids may be substituted for recycled plant waste. The Contractor 36 shall provide a list of feedstock sources by percentage in the final compost product. 37 38 9. The Engineer may evaluate compost for maturity using U.S. Composting Council 39 TMECC 05.08-E "Solvita® Maturity Index". Fine compost shall score a number 6 or 40 above on the Solvita® Compost Maturity Test. Coarse compost shall score a 5 or 41 above on the Solvita® Compost Maturity Test. AUGUST 2 2010 AMENDMENTS July 23, 2010 64 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 9-14.4(8)A Compost Submittal Requirements 3 The Contractor shall submit the following information to the Engineer for approval: 4 5 1. The Qualified Products List printed page or a Request for Approval of 6 Material(DOT Form 350-071 EF). 7 8 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the 9 Jurisdictional Health Department in accordance with WAC 173-350 (Minimum 10 Functional Standards for Solid Waste Handling). 11 12 3. The Contractor shall verify in writing, and provide lab analyses, that the 13 material complies with the processes, testing, and standards specified in WAC 14 173-350 and these Specifications. An independent Seal of Testing Assurance 15 (STA) Program certified laboratory shall perform the analysis. 16 17 4. A copy of the manufacturer's Seal of Testing Assurance (STA) certification as 18 issued by the U.S. Composting Council. 19 20 9-14.4(8)B Compost Acceptance 21 Fourteen days prior to application, the Contractor shall submit a sample of the compost 22 approved for use, and a STA test report dated within 90 calendar days of the 23 application, and the list of feed stocks by volume for each compost type to the Engineer 24 for review. 25 26 The Contractor shall use only compost that has been tested within 90 calendar days of 27 application and meets the requirements in Section 9-14.4(8). Compost not conforming 28 to the above requirements or taken from a source other than those tested and accepted 29 shall not be used. 30 31 9-14.4(9) Vacant 32 33 9-14.4(10) Vacant 34 35 9-14.5 Erosion Control Devices 36 37 9-14.5(1) Polyacrylamide (PAM) 38 Polyacrylamide (PAM) products shall meet ANSI/NSF Standard 60 for drinking water 39 treatment with an AMD content not to exceed 0.05 percent. PAM shall be anionic, 40 linear, and not cross-linked. The minimum average molecular weight shall be greater 41 than 5 mg/mole and minimum 30 percent charge density. The product shall contain at 42 least 80 percent active ingredients and have a moisture content not exceeding 10 43 percent by weight. PAM shall be delivered in a dry granular or powder form. 44 45 46 47 48 49 9-14.5(2) Erosion Control Blanket Temporary erosion control blanket shall be made of natural plant fibers. The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements in the following table: Properties ASTM Test Method Requirements AUGUST 2 2010 AMENDMENTS July 23, 2010 65 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Protecting Slopes from Rainfall- Induced Erosion D 6459 - Test in one soil type. Soil tested shall be sandy loam as defined by the NRCS Soil Texture Triangle Maximum C factor of 0.15 using Revised Universal Soil Loss Equation (RUSLE) Dry Weight per Unit Area D 6475 0.36 Ib/sq. yd. minimum Performance in Protecting Earthen Channels from Stormwater- Induced Erosion D 6460 Test in one soil type. Soil tested shall be loam as defined by the NRCS Soil Texture Triangle 1.0 Ib/sq. ft. minimum Seed Germination Enhancement D 7322 200 percent minimum Netting, if present, shall be biodegradable with a life span not to exceed one year. Permanent erosion control blanket shall meet the following requirements: Properties ASTM Test Method Requirements UV Stability D 4355 Minimum 80 percent strength retained after 500 hours in a xenon arc device Protecting Slopes from Rainfall- Induced Erosion D 6459 with 0.12 inch average raindrop size.* Test in one soil type. Soil tested shall be loam as defined by the NRCS Soil Texture Triangle ** Maximum C factor of 0.15 using Revised Universal Soil Loss Equation (RUSLE) Dry Weight per Unit Area D 6475 0.50 Ib/sq. yd. minimum Performance in Protecting Earthen Channels from Stormwater- Induced Erosion D 6460 Test in one soil type. Soil tested shall be loam as defined by the NRCS Soil Texture Triangle** 2.0 Ib/sq. ft. minimum Seed Germination Enhancement D 7322 200 percent minimum 9-14.5(2)A Erosion Control Blanket Approval The Contractor shall select erosion control blanket products that bear the Quality and Data Oversight and Review (QDOR) seal from the Erosion Control and Technology Council (ECTC). All materials selected shall be currently listed on the QDOR products list available at www.ectc.org/qdor 9-14.5(3) Clear Plastic Covering Clear plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting having a minimum thickness of 6 mils. AUGUST 2 2010 AMENDMENTS July 23, 2010 66 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 9-14.5(4) Geotextile-Encased Check Dam 3 The geotextile-encased check dam shall be a urethane foam core encased in geotextile 4 material. The minimum length of the unit shall be 7 feet. 5 6 The foam core shall be a minimum of 8 inches in height, and have a minimum base 7 width of 16 inches. The geotextile material shall overhang the foam by at least 6 inches 8 at each end, and shall have apron type flaps that extend a minimum of 24 inches on 9 each side of the check dam. The geotextile material shall meet the requirements in 10 Section 9-33. 11 12 9-14.5(5) Wattles 13 Wattles shall consist of cylinders of biodegradable plant material such as weed -free 14 straw, coir, compost, wood chips, excelsior, or wood fiber or shavings encased within 15 biodegradable netting. Wattles shall be a minimum of 5 inches in diameter. Netting 16 material shall be clean, evenly woven, and free of encrusted concrete or other 17 contaminating materials such as preservatives. Netting material shall be free from cuts, 18 tears, or weak places and shall have a minimum lifespan of 6 months. 19 20 Compost filler shall be coarse compost and shall meet the material requirements as 21 specified in Section 9-14.4(8). If wood chips are used they shall meet the material 22 requirements as specified in Section 9-14.4(3). If wood shavings are used, 80 percent 23 of the fibers shall have a minimum length of 6 inches between 0.030 and 0.50 inches 24 wide, and between 0.017 and 0.13 inches thick. 25 26 Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pine 27 species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in 28 length. 29 30 9-14.5(6) Compost Socks 31 Compost socks shall consist of extra heavy weight biodegradable fabric, with a 32 minimum strand thickness of 5 mils. The fabric shall be filled with Coarse Compost. 33 Compost socks shall be at least 8 inches in diameter. The fabric shall be clean, evenly 34 woven, and free of encrusted concrete or other contaminating materials and shall be 35 free from cuts, tears, broken or missing yarns, and be free of thin, open, or weak areas 36 and shall be free of any type of preservative. 37 38 Coarse compost filler shall meet the material requirements as specified in Section 9- 39 14.4(8). 40 41 Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or 42 pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches 43 in length, 44 45 9-14.5(7) Coir Log 46 Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted 47 within woven netting made of bristle coir twine with minimum strength of 80 lbs tensile 48 strength. The netting shall have nominal 2 inch by 2 inch openings. Log segments shall 49 have a maximum length of 20 feet, with a minimum diameter as shown in the Plans. 50 Logs shall have a minimum density of 7 lbs/cf. 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 67 1 Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood stakes shall 2 have a notch to secure the rope ties. Rope ties shall be of 1/4 inch diameter 3 commercially available hemp rope. 4 5 9-14.5(8) High Visibility Fencing 6 High visibility fence shall be UV stabilized, orange, high-density polyethylene or 7 polypropylene mesh, and shall be at least 4-feet in height. 8 9 Support posts shall be wood or steel in accordance with Standard Plan 1-10.10-00. The 10 posts shall have sufficient strength and durability to support the fence through the life of 11 the project. 12 13 9-14.6 Plant Materials 14 15 9-14.6(1) Description 16 Bareroot plants are grown in the ground and harvested without soil or growing medium 17 around their roots. 18 19 Container plants are grown in pots or flats that prevent root growth beyond the sides 20 and bottom of the container. 21 22 Balled and burlapped plants are grown in the ground and harvested with soil around a 23 core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire 24 basket or other supportive structure. 25 26 Cuttings are live plant material without a previously developed root system. Source 27 plants for cuttings shall be dormant when cuttings are taken and all cuts shall be made 28 with a sharp instrument. Cuttings may be collected. If cuttings are collected, the 29 requirement to be nursery grown or held in nursery conditions does not apply. Written 30 permission shall be obtained from property owners and provided to the Engineer before 31 cuttings are collected. The Contractor shall collect cuttings in accordance with 32 applicable sensitive area ordinances. Cuttings shall meet the following requirements: 33 34 A. Live branch cuttings shall have flexible top growth with terminal buds and may 35 have side branches. The rooting end shall be cut at an approximate 45 degree 36 angle. 37 38 B. Live stake cuttings shall have a straight top cut immediately above a bud. The 39 lower, rooting end shall be cut at an approximate 45 degree angle. Live stakes 40 are cut from one to two year old wood. Live stake cuttings shall be cut and 41 installed with the bark intact with no branches or stems attached, and be 1/2 to 42 11/2 inch in diameter. 43 44 C. Live pole cuttings shall have a minimum 2 inch diameter and no more than 45 three branches which shall be pruned back to the first bud from the main stem. 46 47 Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and 48 becoming erect at the apex. Rhizomes shall have a minimum of two growth points. 49 Tubers shall be a thickened and short subterranean branch having numerous buds or 50 eyes. 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 68 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9-14.6(2) Quality 2 At the time of delivery all plant material furnished shall meet the grades established by 3 the latest edition of the American Standard for Nursery Stock, (ASNS) ANSI Z60.1 and 4 shall conform to the size and acceptable conditions as listed in the Contract, and shall 5 be free of all foreign plant material. 6 7 All plant material shall comply with State and Federal laws with respect to inspection for 8 plant diseases and insect infestation. 9 10 All plant material shall be purchased from a nursery licensed to sell plants in 11 Washington State. 12 13 Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall 14 be vigorous, well formed, with well developed fibrous root systems, free from dead 15 branches, and from damage caused by an absence or an excess of heat or moisture, 16 insects, disease, mechanical or other causes detrimental to good plant development. 17 Evergreen plants shall be well foliated and of good color. Deciduous trees that have 18 solitary leaders shall have only the lateral branches thinned by pruning. All conifer trees 19 shall have only one leader (growing apex) and one terminal bud, and shall not be 20 sheared or shaped. Trees having a damaged or missing leader, multiple leaders, or Y- 21 crotches shall be rejected. 22 23 Root balls of plant materials shall be solidly held together by a fibrous root system and 24 shall be composed only of the soil in which the plant has been actually growing. Balled 25 and burlapped rootballs shall be securely wrapped with jute burlap or other packing 26 material not injurious to the plant life. Root balls shall be free of weed or foreign plant 27 growth. 28 29 Plant materials shall be nursery grown stock. Plant material, with the exception of 30 cuttings, gathered from native stands shall be held under nursery conditions for a 31 minimum of one full growing season, shall be free of all foreign plant material, and meet 32 all of the requirements of these Specifications, the Plans, and the Special Provisions. 33 34 Container grown plants shall be plants transplanted into a container and grown in that 35 container sufficiently long for new fibrous roots to have developed so that the root mass 36 will retain its shape and hold together when removed from the container, without having 37 roots that circle the pot. Plant material which is root bound, as determined by the 38 Engineer, shall be rejected. Container plants shall be free of weed or foreign plant 39 growth. 40 41 Container sizes for plant material of a larger grade than provided for in the container 42 grown Specifications of the ASNS shall be determined by the volume of the root ball 43 specified in the ASNS for the same size plant material. 44 45 All bare root plant materials shall have a heavy fibrous root system and be dormant at 46 the time of planting. 47 48 Average height to spread proportions and branching shall be in accordance with the 49 applicable sections, illustrations, and accompanying notes of the ASNS. 50 51 Plants specified or identified as "Street Tree Grade" shall be trees with straight trunks, 52 full and symmetrical branching, central leader, and be developed, grown, and AUGUST 2 2010 AMENDMENTS July 23, 2010 69 1 propagated with a full branching crown. A "Street Tree Grade" designation requires the 2 highest grade of nursery shade or ornamental tree production which shall be supplied. 3 4 Street trees with improperly pruned, broken, or damaged branches, trunk, or root 5 structure shall be rejected. In all cases, whether supplied balled and burlapped or in a 6 container, the root crown (top of root structure) of the tree shall be at the top of the finish 7 soil level. Trees supplied and delivered in a nursery fabric bag will not be accepted. 8 9 Plants which have been determined by the Engineer to have suffered damage for the 10 following reasons will be rejected: 11 12 1. Girdling of the roots, stem, or a major branch. 13 14 2. Deformities of the stem or major branches. 15 16 3. Lack of symmetry. 17 18 4. Dead or defoliated tops or branches. 19 20 5. Defects, injury, and condition which renders the plant unsuitable for its 21 intended use. 22 23 Plants that are grafted shall have roots of the same genus as the specified plant. 24 25 9-14.6(3) Handling and Shipping 26 Handling and shipping shall be done in a manner that is not detrimental to the plants. 27 The nursery shall furnish a notice of shipment in triplicate at the time of shipment of 28 each truck load or other lot of plant material. The original copy shall be delivered to the 29 Project Engineer, the duplicate to the consignee and the triplicate shall accompany the 30 shipment to be furnished to the Inspector at the job site. The notice shall contain the 31 following information: 32 33 1. Name of shipper. 34 35 2. Date of shipment. 36 37 3. Name of commodity. (Including all names as specified in the Contract.) 38 39 4. Consignee and delivery point. 40 41 5. State Contract number. 42 43 6. Point from which shipped. 44 45 7. Quantity contained. 46 47 8. Size. (Height, runner length, caliper, etc. as required.) 48 49 9. Signature of shipper by authorized representative. 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 70 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 To acclimate plant materials to Northwest conditions, all plant materials used on a 2 project shall be grown continuously outdoors north of the 42nd Latitude (Oregon - 3 California border) from not later than August 1 of the year prior to the time of planting. 4 5 All container grown plants shall be handled by the container. 6 7 All balled and burlapped plants shall be handled by the ball. 8 9 Plant material shall be packed for shipment in accordance with prevailing practice for 10 the type of plant being shipped, and shall be protected at all times against drying, sun, 11 wind, heat, freezing, and similar detrimental conditions both during shipment and during 12 related handling. Where necessary, plant material shall be temporarily heeled in. When 13 transported in closed vehicles, plants shall receive adequate ventilation to prevent 14 sweating. When transported in open vehicles, plants shall be protected by tarpaulins or 15 other suitable cover material. 16 17 9-14.6(4) Tagging 18 Plants delivered as a single unit of 25 or less of the same size, species, and variety, 19 shall be clearly marked and tagged. Plants delivered in large quantities of more than 25 20 shall be segregated as to variety, grade, and size; and one plant in each 25, or fraction 21 thereof, of each variety, grade, and size shall be tagged. 22 23 9-14.6(5) Inspection 24 The Contracting Agency will make an inspection of plant material at the source when 25 requested by the Engineer. However, such preliminary approval shall not be considered 26 as final acceptance for payment. Final inspection and approval (or rejection) will only 27 occur when the plant material has been delivered to the Project site. The Contractor 28 shall notify the Engineer, not less than 48 hours in advance, of plant material delivery to 29 the project. 30 31 9-14.6(6) Substitution of Plants 32 No substitution of plant material, species or variety, will be permitted unless evidence is 33 submitted in writing to the Engineer that a specified plant cannot be obtained and has 34 been unobtainable since the Award of the Contract. If substitution is permitted, it can be 35 made only with written approval by the Engineer. The nearest variety, size, and grade, 36 as approved by the Engineer, shall then be furnished. 37 38 Container or balled and burlapped plant material may be substituted for bare root plant 39 material. Container grown plant material may be substituted for balled and burlapped 40 plant materials. When substitution is allowed, use current ASNS standards to determine 41 the correct rootball volume (container or balled and burlapped) of the substituted 42 material that corresponds to that of the specified material. These substitutions shall be 43 approved by the Engineer and be at no cost to the Contracting Agency. 44 45 9-14.6(7) Temporary Storage 46 Plants stored under temporary conditions prior to installation shall be the responsibility 47 of the Contractor. 48 49 Plants stored on the project shall be protected at all times from extreme weather 50 conditions by insulating the roots, root balls, or containers with sawdust, soil, compost, AUGUST 2 2010 AMENDMENTS July 23, 2010 71 1 bark or wood chips, or other approved material and shall be kept moist at all times prior 2 to planting. 3 4 Cuttings shall continually be shaded and protected from wind. Cuttings shall be 5 protected from drying at all times and shall be heeled into moist soil or other insulating 6 material or placed in water if not installed within eight hours of cutting. Cuttings to be 7 stored for later installation shall be bundled, laid horizontally, and completely buried 8 under 6 inches of water, moist soil or placed in cold storage at a temperature of 34°F 9 and 90 percent humidity. Cuttings that are not planted within 24 hours of cutting shall be 10 soaked in water for 24 hours prior to planting. Cuttings taken when the temperature is 11 higher than 50°F shall not be stored for later use. Cuttings that already have developed 12 roots shall not be used. 13 14 9-14.6(8) Sod 15 The available grass mixtures on the current market shall be submitted to the Engineer 16 for selection and approval. 17 18 The sod shall be field grown one calendar year or older, have a well developed root 19 structure, and be free of all weeds, disease, and insect damage. 20 21 Prior to cutting, the sod shall be green, in an active and vigorous state of growth, and 22 mowed to a height not exceeding 1 inch. 23 24 The sod shall be cut with a minimum of 1 inch of soil adhering. 25 26 9-14.7 Stakes, Guys, and Wrapping 27 Stakes shall be installed as shown in the Plans. 28 29 Commercial plant ties may be used in lieu of hose and wire guying upon approval of the 30 Engineer. The minimum size of wire used for guying shall be 12 gauge, soft drawn. 31 32 Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside 33 diameter of at least 1 inch. 34 35 Tree wrap shall be a crinkled waterproof paper weighing not less than 4.0 pounds per 36 100 square feet and shall be made up of two sheets cemented together with asphalt. 37 38 15.AP9 39 SECTION 9-15, IRRIGATION SYSTEM 40 January 4, 2010 41 The first paragraph is supplemented with the following: 42 43 When the water supply for the irrigation system is from a non -potable source, irrigation 44 components shall have lavender indicators supplied by the equipment manufacturer. 45 46 9-15.3 Automatic Controllers 47 This section is revised to read: 48 49 The automatic controller shall be an electronic timing device for automatically opening 50 and closing control valves for predetermined periods of time. The automatic controller AUGUST 2 2010 AMENDMENTS July 23, 2010 72 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 shall be enclosed in a weatherproof, painted, metal housing fabricated from 16 gauge 2 sheet aluminum alloy 6061-T6 or 16 gauge sheet steel or unpainted, non -rusting 3 industrial grade stainless steel. The pedestal shall have a completely removable 4 locking faceplate to allow easy access to wiring. 5 6 The automatic controller housing shall have hasp and lock or locking device. All locks or 7 locking devices shall be master keyed and three sets of keys provided to the Engineer. 8 The controller shall be compatible with and capable of operating the irrigation system as 9 designed and constructed and shall include the following operating features: 10 11 1. Each controller station shall be adjustable for setting to remain open for any 12 desired period of time, from five minutes or less to at least 99 minutes. 13 2. Adjustments shall be provided whereby any number of days may be omitted 14 and whereby any one or more positions on the controller can be skipped. 15 When adjustments are made, they shall continue automatically within a 14 -day 16 cycle until the operator desires to make new adjustments. 17 3. Controls shall allow any position to be operated manually, both on or off, 18 whenever desired, without disrupting the 14 day cycle. 19 4. Controls shall provide for resetting the start of the irrigation cycle at any time 20 and advancing from one position to another. 21 5. Controllers shall contain a power on-off switch and fuse assembly. 22 6. Output shall be 24 volt AC with battery back up for memory retention of the 14 23 day cycle. 24 7. Both normally -open or normally -closed rain sensor compatibility. 25 26 9-15.4 Irrigation Heads 27 This section is supplemented with the following new paragraph: 28 29 All instructions, special wrenches, clamps, tools, and equipment supplied by the 30 manufacturer necessary for the installation and maintenance of the irrigation heads 31 shall be turned over to the Engineer upon completion and acceptance of the project. 32 33 9-15.5 Valve Boxes and Protective Sleeves 34 This section including title is revised to read: 35 36 9-15.5 Valve Boxes 37 Valve boxes shall conform to the Plans and be extendible to obtain the depth required. 38 All manual drain valves and manual control valves shall be installed in valve box with a 39 vandal resistant lid as shown in the Plans. 40 41 9-15.7(1) Manual Control Valves 42 The third and fourth sentences are revised to read: 43 44 The Contractor shall furnish three suitable operating keys. Valves shall have removable 45 bonnet and stem assemblies with adjustable packing glands and shall house long acme 46 threaded stems to ensure full opening and closing. 47 48 9-15.7(2) Automatic Control Valves 49 In the second paragraph, the first and second sentences are revised to read: 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 73 1 Valves shall be of a normally closed design and shall be operated by an electronic 2 solenoid having a maximum rating of 6.5 watts utilizing 24 volt AC power. Electronic 3 solenoids shall have a stainless steel plunger and be directly attached to the valve 4 bonnets or body with all control parts fully encapsulated. 5 6 In the fifth sentence of the second paragraph, "electric" is revised to read "electrical". 7 8 9-15.7(3) Automatic Control Valves With Pressure Regulator 9 This section is revised to read: 10 11 Automatic control valves with pressure regulators shall be similar to automatic 12 control valves described in Section 9-15.7(2) and shall reduce the inlet pressure to 13 a constant pressure regardless of supply fluctuations. The regulator must be fully 14 adjustable. 15 16 9-15.8 Quick Coupling Equipment 17 In the first paragraph, the first and second sentences are revised to read: 18 19 Quick coupler valves shall have a service rating of not Tess than 125 -psi for non -shock 20 cold water. The body of the valves shall be of cast Copper Alloy No. 084400 Leaded 21 Semi -Red Brass conforming to ASTM B 584. 22 23 In the fifth sentence of the first paragraph, "will" is revised to read "shall". 24 25 9-15.9 Drain Valves 26 This section is revised to read: 27 28 Drain valves may be a'/2 -inch or 3/4 -inch PVC or metal gate valve manufactured for 29 irrigation systems. Valves shall be designed for underground installation with suitable 30 cross wheel for operation with a standard key, and shall have a service rating of not less 31 than 150 -psi non -shock cold water. The Contractor shall furnish three standard 32 operating keys per Contract. Drain valves shall be installed in a valve box with a vandal 33 resistant lid as shown in the Plans. 34 35 Drain valves on potable water systems shall only be allowed on the downstream side of 36 approved cross connection control devices. 37 38 9-15.10 Hose Bibs 39 The first sentence is revised to read: 40 41 Hose bibs shall be angle type, constructed of bronze or brass, threaded to 42 accommodate a 3/4 -inch hose connection, and shall be key operated. 43 44 9-15.11 Cross Connection Control Devices 45 This section is revised to read: 46 47 Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker 48 assemblies (PVBAs), double check valve assemblies (DCVAs), and reduced pressure 49 backflow devices (RPBDs), shall be of a manufacturer and product model approved for 50 use by the Washington State Department of Health, Olympia, Washington or a 51 Department of Health certified agency. AUGUST 2 2010 AMENDMENTS July 23, 2010 74 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 9-15.12 Check Valves 3 The last sentence is revised to read: 4 5 Valves shall have angled seats, Buna-N seals and threaded connections, and shall be 6 installed in 8 -inch round plastic valve boxes with vandal resistant lids. 7 8 9-15.14 Three -Way Valves 9 The last sentence is revised to read: 10 11 When handles are included as an integral part of the valves, the Contractor shall 12 remove the handles and give them to the Engineer for ultimate distribution to the 13 Maintenance Division. 14 15 9-15.15 Flow Control Valves 16 The third sentence is revised to read: 17 18 Valves shall be factory set to the flows as shown in the Plans. 19 20 9-15.17 Electrical Wire and Splices 21 This section is revised to read: 22 23 Electrical wire used between the automatic controller and automatic control valves shall 24 be solid or stranded copper, minimum size AWG 14. Insulation shall be Type USE 25 Chemically Cross Linked Polyethylene or Type UF, and shall be listed by a National 26 recognized Testing Laboratory. Each conductor shall be color coded and marked at 27 each end and at all splices with zone or station number identification. 28 29 Low voltage splices shall be made with a direct bury splice kit using a twist -on wire 30 connector and inserted in a waterproof polypropylene tube filled with a silicone electrical 31 insulating gel, or heat shrinkable insulating tubing. Heat shrinking insulating tubing shall 32 consist of a mastic lined heavy wall polyolefin cable sleeve. 33 34 9-15.18 Detectable Marking Tape 35 The first paragraph is revised to read: 36 Detectable marking tape shall consist of inert polyethylene plastic that is impervious to 37 all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the 38 soil, with a metallic foil core to provide for the most positive detection and pipeline 39 location. 40 41 In the second paragraph, the first and second sentences are revised to read: 42 43 The tape shall be color coded and shall be imprinted continuously over its entire length 44 in permanent black ink indicating the type of line buried below and shall also have the 45 word "Caution" prominently shown. 46 47 The last paragraph is revised to read: 48 49 The width of the tape shall be as recommended by the manufacturer based on depth of 50 installation. 51 AUGUST 2 2010 AMENDMENTS July 23, 2010 75 1 16.AP9 2 SECTION 9-16, FENCE AND GUARDRAIL 3 August 2, 2010 4 9-16.3(2) Posts and Blocks 5 This section in its entirety is revised to read: 6 7 Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper 8 arsenate (CCA), ammoniacal copper arsenate (ACA), or ammoniacal copper zinc 9 arsenate (ACZA), treated timber or galvanized steel (galvanized steel posts only —no 10 blocks). Blocks made from alternate materials that meet the NCHRP Report 350 or 11 MASH criteria may be used in accordance with the manufacturer's recommendations. 12 Wood posts and blocks may be surface four sides (S4S) or rough sawn. 13 14 Posts and blocks shall be of the size, length and type as shown in the Plans and meet 15 the requirements of the below Specifications. 16 17 Timber posts and blocks shall conform to the grade specified in Section 9-09.2. Timber 18 posts and blocks shall be fabricated as specified in the Plans before being treated. 19 Timber posts and blocks shall be treated by the empty cell process to provide a 20 minimum retention, depending on the treatment used, according to the following: 21 22 Creosote oil 10.0 lbs. pcf 23 Pentachlorophenol 0.50 lbs. pcf 24 ACA 0.50 lbs. pcf 25 ACZA 0.50 lbs. pcf 26 CCA 0.50 lbs pcf 27 28 Treatment shall be in accordance with Section 9-09.3. 29 30 Galvanized steel posts, and base plates, where used, shall conform to either ASTM A36 31 or ASTM A992, and shall be galvanized in accordance with AASHTO M 111. Welding 32 shall conform to Section 6-03.3(25). All fabrication shall be completed prior to 33 galvanizing. 34 35 Steel posts for weathering steel beam guardrail shall be in accordance with one of the 36 following two methods: 37 38 1 Galvanized Powder Coated Steel Posts: These posts shall conform to ASTM 39 A36 or ASTM A992 and galvanized in accordance with AASHTO M 111. 40 Powder Coating Galvanized Surfaces done in accordance with Sections: 6- 41 07.3(11)B, 9-08.2. and 9-08.1(8). Only the top thirty inches on any post length 42 shall be powder coated. 43 44 2. Galvanized Weathering Steel Posts: These posts shall conform to ASTM 45 A588 steel and be galvanized in accordance with AASHTO M 111. Thirty 46 inches, on any post length, shall not be galvanized for exposure above ground. 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 76 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22.AP9 2 SECTION 9-22, MONUMENT CASES 3 January 4, 2010 4 9-22.1 Monument Cases, Covers, and Risers 5 In the first sentence, "Class 30B" is revised to read "Class 35B". 6 7 23.AP9 8 SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES 9 August 2, 2010 10 9-23.1 Sheet Materials for Curing Concrete 11 In the first paragraph, "AASHTO M 171" is revised to read "ASTM C 171". 12 13 9-23.2 Liquid Membrane Forming Concrete Curing Compounds 14 The first paragraph is revised to read: 15 16 Liquid membrane -forming compounds for curing concrete shall conform to the 17 requirements of ASTM C 309 Type 1 or 2, Class A or B, except that the water retention 18 when tested in accordance with WSDOT Test Method 814 shall be 2.50 grams for all 19 applications. 20 21 29.AP9 22 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 23 August 2, 2010 24 In this division, all references to "hot -dipped" are revised to read "hot -dip". 25 26 9-29.1(2)A Expansion Fittings, Deflection Fittings, and Combination 27 Expansion/Deflection Fittings 28 The following new paragraph is inserted after the first paragraph: 29 30 Expansion fittings for use with PVC shall allow for 4 -inches of movement minimum (2- 31 inches in each direction). Expansion fittings for PVC conduit shall be PVC and have 32 threaded terminal adaptor or coupling end and shall meet the requirements listed in 33 Section 9-29.1(4)A. 34 35 9-29.4 Messenger Cable, Fittings 36 This section is supplemented with the following: 37 38 Messenger cable shall be 0 -inch, 7 -wire strand messenger cables conforming to ASTM 39 A 475, extra -high-strength grade, 15,400 pounds minimum breaking strength, Class A 40 galvanized. 41 42 Strain insulators shall be wet process, porcelain, conforming to EEI-NEMA Class 54-2 43 standards for 12,000 pound ultimate strength. 44 45 Down guy assembly shall consist of an eight -way steel expanding anchor, having a 46 minimum area of 300 square inches, made of pressed steel, coated with asphalt or 47 similar preservative, and fitted with a 3/4 -inch minimum guy eye anchor rod 8 -feet long. AUGUST 2 2010 AMENDMENTS July 23, 2010 77 1 As an alternate to expanding anchors, screw type anchors with two 8-inch helix, 31- 2 inch-pitch, 1-inch by 7 foot guy anchor rod, and rated for 7,000 pound maximum torque 3 may be installed. 4 5 All pole hardware, bolts, plate rods, hangers, clips, wire guards, and pole bands shall be 6 hot-dipped galvanized in conformance with the requirements of AASHTO M 232. 7 8 9-29.6(5) Foundation Hardware 9 The first paragraph is revised to read: 10 11 Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to the 12 requirements of ASTM F1554, grade 55. Nuts shall meet the requirements of AASHTO 13 M 291, grade A. Washers shall meet the requirements of ASTM F 844 or ASTM F 436. 14 15 9-29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases, 16 Cantilever Bases and Sign Bridge Bases 17 The content of this section is revised and moved to the following new sub-sections: 18 19 9-29.7(1) Unfused Quick-Disconnect 20 Unfused quick-disconnect connector kits shall conform to the following requirements: 21 22 1. The copper pin and copper receptacle shall be a crimped type of connection or 23 a stainless steel set screw and lug connection to the cable. The receptacle 24 shall establish contact pressure with the pin through the use of a tinned copper 25 or copper beryllium sleeve spring and shall be equipped with a disposable 26 mounting pin. The receptacle shall be fully annealed. Both the copper pin and 27 receptacle shall have a centrally located recessed locking area adapted to be 28 complementarily filled and retained by the rubber housing. 29 30 2. The plug and receptacle housing shall be made of water resistant synthetic 31 rubber which is capable of burial in the ground or installation in sunlight. Each 32 housing shall provide a section to form a water-seal around the cable, have an 33 interior arrangement to suitably and complementarily receive and retain the 34 copper pin or receptacle, and a section to provide a water-seal between the 35 two housings at the point of disconnection. 36 37 3. The kit shall provide waterproof in-line connector protection with three cutoff 38 sections on both the line and load side to accommodate various wire sizes. All 39 connections shall be as described in item "1" above. Upon disconnect, the 40 connector shall remain in the load side of the kit. 41 42 9-29.7(2) Fused Quick-Disconnect 43 Fused quick-disconnect kits shall provide waterproof in-line fuse protection. The kit shall 44 provide three cutoff sections on both lines and load side to accommodate various wire 45 sizes. All connections shall be as described in item "1" above. Upon disconnect, the 46 fuse shall remain in the load side of the kit. 47 48 Fuses furnished for all lighting circuits shall be capable of handling the operating voltage 49 of the circuit involved and shall have the following characteristics: 50 51 1. Fuses shall be capable of indefinitely supporting 110 percent of the rated load. AUGUST 2 2010 AMENDMENTS July 23, 2010 78 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2. Fuses shall be capable of supporting 135 percent of the rated load for approximately 1 hour. 3. A Toad of 200 percent of rated load shall effectively cause instantaneous blowing of the fuse. 4. Fuses shall be rated as listed below and shall be sized to fit the fuse containers furnished on this project, according to the manufacturer's recommendations therefore. 5. Fuses shall be listed by a nationally recognized testing laboratory. Luminaire Service Voltage Size 480V 240V 120V 1,000W 10A 15A 30A 750W 5A 10A 20A 700W 5A 10A 20A 400W 5A 10A 15A 310W 5A 5A 10A 250W 5A 5A 10A 200W 4A 5A 10A 175W 4A 5A 10A 150W 3A 4A 5A 100W 2A 3A 4A 70W 2A 2A 2A 50W 2A 2A 2A 15 16 17 9-29.9 Ballast, Transformers 18 This sections content is deleted and replaced with: 19 20 Heat -generating components shall be mounted to use the portion of the luminaire upon 21 which they are mounted as a heat sink. Capacitors shall be located as far as practicable 22 from heat -generating components or shall be thermally shielded to limit the fixture 23 temperature to 160°F. 24 25 Transformers and inductors shall be resin -impregnated for protection against moisture. 26 Capacitors, except those in starting aids, shall be metal cased and hermetically sealed. 27 28 No capacitor, transformer, or other device shall employ the class of compounds 29 identified as polychlorinated biphenyls (PCB) as dielectric, coolants, or for any other 30 purpose. 31 32 This section is supplemented with the following new sub -sections: 33 34 9-29.9(1) Ballast 35 Each ballast shall have a name plate attached permanently to the case listing all 36 electrical data. 37 AUGUST 2 2010 AMENDMENTS July 23, 2010 79 1 A Manufacturer's Certificate of Compliance in accordance with Section 1-06.3 meeting 2 the manufacturers and these Specification requirements, shall be submitted by the 3 Contractor with each type of luminaire ballast. 4 5 Ballasts shall be designed for continuous operation at ambient air temperatures from 6 20°F without reduction in ballast life. Ballasts shall have a design life of not less than 7 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours 8 on and 12 hours off, with the lamp circuit in an open or short-circuited condition and 9 without measurable reduction in the operating requirements. All ballasts shall be high 10 power factor (90%). 11 12 Ballasts shall be tested in accordance with the requirements of current ANSI C 82.6, 13 Methods of Measurement of High -Intensity -Discharge Lamp Ballasts. Starting aids for 14 ballasts of a given lamp wattage shall be interchangeable between ballasts of the same 15 wattage and manufacturer without adjustment. 16 17 Ballast assemblies shall consist of separate components, each of which shall be 18 capable of being easily replaced. A starting aid will be considered as a single 19 component. Each component shall be provided with screw terminals, NEMA tab 20 connectors or a single multi -circuit connector. All conductor terminals shall be identified 21 as to the component terminal to which they connect. 22 23 Ballasts for high-pressure sodium lamps shall have a ballast characteristic curve which 24 will intersect both of the lamp -voltage limit lines between the wattage limit lines and 25 remain between the wattage limit lines throughout the full range of lamp voltage. This 26 requirement shall be met not only at the rated input voltage of the ballast, but also the 27 lowest and highest input voltage for which the ballast is rated. Throughout the lifetime of 28 the lamp, the ballast curve shall fall within the specified limits of lamp voltage and 29 wattage. 30 31 All luminaires ballasts shall be located within the luminaire housing. The only exception 32 shall be ballasts to be mounted on lowering assemblies and shall be external to, and 33 attached to the fixture assembly. 34 35 36 shall be: 37 Ballast Characteristics for High Pressure Sodium (HPS) and Metal Halide (MH) Sources 38 39 Source Line Volt. Lamp Wattage Ballast Type Input Voltage Variation Lamp Wattage Variation HPS any 70 400 Mag. Reg. Lag 10% 18% HPS any 750 1000 Auto Reg. Lead CWA 10% 30% MH any 175 400 Mag. Reg. Lag 10% 18% MH any 1000 Auto Reg. Lead CWA 10% 30% AUGUST 2 2010 AMENDMENTS July 23, 2010 80 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9-29.9(2) Transformers 2 The transformers to be furnished shall be indoor/outdoor dry type transformers rated as 3 shown in the Plans. The transformer coils, buss bar, and all connections shall be 4 copper. Transformers, 7.5 KVA and larger shall be supplied with two full capacity taps, 5 one at 5% and one at 10% below the normal full capacity. 6 7 9-29.10 Luminaires 8 This section is revised to read: 9 10 All luminaires shall have their components secured to the luminaire frame with ANSI, 11 300 series chrome -nickel grade stainless steel, zinc dichromate coated steel or ceramic 12 coated steel hardware. The luminaire slip -fitter bolts shall be either stainless steel, hot - 13 dip galvanized steel, zinc dichromate coated steel, or ceramic coated steel. All internal 14 luminaire assemblies shall be assembled on or fabricated from either stainless steel or 15 galvanized steel. The housing, complete with integral ballast, shall be weathertight. 16 17 The temperature rating of all wiring internal to the luminaire housing, excluding the pole 18 and bracket cable, shall equal or exceed 200°F . 19 20 All luminaires shall be provided with markers for positive identification of light source 21 type and wattage. Markers shall be 3 -inches square with Gothic bold, black 2 -inch 22 legend on colored background. Background color shall be gold for high pressure 23 sodium, and red for metal halide light sources. Legends shall be sealed with transparent 24 film resistant to dust, weather, and ultraviolet exposure. 25 26 27 Legends shall correspond to the following code: Lamp Wattage Legend 70 7 100 10 150 15 175 17 200 20 250 25 310 31 400 40 700 70 750 75 1,000 XI 28 29 30 9-29.10(1) Cobra Head Luminaires 31 This sections content including title is revised to read: 32 33 9-29.10(1) Conventional Roadway Luminaires 34 A. Conventional highway luminaires shall be IES Type III medium distribution cut off 35 cobra head configuration with horizontal lamp, rated at 24,000 hours minimum. 36 37 B. The ballast shall be mounted on a separate exterior door, which shall be hinged to 38 the luminaire and secured in the closed position to the luminaire housing by means AUGUST 2 2010 AMENDMENTS July 23, 2010 81 1 of an automatic type of latch (a combination hex/slot stainless steel screw fastener 2 may supplement the automatic type latch). 3 4 C. The reflector of all luminaires shall be of a snap -in design or be secured with 5 screws. The reflector shall be manufactured of polished aluminum or molded from 6 prismatically formed borosilicate glass. The refractor or Tens shall be mounted in a 7 doorframe assembly which shall be hinged to the luminaire and secured in the 8 closed position to the luminaire by means of automatic latch. The refractor or lens 9 and doorframe assembly, when closed, shall exert pressure against a gasket seat. 10 The refractor lens shall not allow any light output above 90 degrees nadir. Gaskets 11 shall be composed of material capable of withstanding temperatures involved and 12 shall be securely held in place. 13 14 D. Each housing shall be provided with a four bolt slipfitter capable of mounting on a 15 2 -inch pipe tenon and capable of being adjusted within 5 degrees from the axis of 16 the tenon. The clamping bracket(s) and the cap screws of the slipfitter shall not 17 bottom out on the housing bosses when adjusted within the ±5 degree range. 18 19 No part of the slipfitter mounting brackets on the luminaires shall develop a permanent 20 set in excess of 0.2 -inch when the cap screws used for mounting are tightened to a 21 torque of 32 pounds feet. 22 23 E. Refractors shall be formed from heat resistant, high impact, molded borosilicate 24 glass. Flat lens shall be formed from heat resistant, high impact borosilicate or 25 tempered glass. 26 27 F. High pressure sodium conventional roadway luminaires shall be capable of 28 accepting a 150, 200, 250, 310, or 400 watt lamp complete with ballast. 29 30 G. Housings shall be fabricated from aluminum. Painted housings shall be painted flat 31 gray, Federal Standard 595 color chip No. 26280. Housings that are painted shall 32 withstand a 1,000 -hour salt spray test as specified in ASTM B 117. 33 34 H. All luminaires to be mounted on horizontal mast arms, shall be capable of 35 withstanding cyclic loading in: 36 37 1. A vertical plane at a minimum peak acceleration level of 3.0 g's peak -to -peak 38 sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed, for 39 a minimum of 2 million cycles without failure of any luminaire parts, and; 40 41 2. A horizontal plane perpendicular to the direction of the mast arm at a minimum 42 peak acceleration level of 1.5 g's peak to peak sinusoidal loading (same as 43 0.75 g's peak) with the internal ballast installed, for a minimum of 2 million 44 cycles without failure of any luminaire parts. 45 46 I. All luminaires shall have leveling reference points for both transverse and 47 longitudinal adjustment. Luminaires shall have slip -fitters capable of adjusting 48 through a 5 -degree axis for the required leveling procedure. 49 50 9-29.10(2) Decorative Luminaires 51 In the first paragraph, "150 - 400" is revised to read "50 - 400". 52 AUGUST 2 2010 AMENDMENTS July 23, 2010 82 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 In the second paragraph, "box shaped" is deleted. 2 3 In the third paragraph, the first sentence is deleted. The second sentence is revised to read: 4 5 The ballast housing shall be adequately constructed to contain ballasts for 50 - 400 watt 6 alternate high intensity discharge sources. 7 8 The fourth paragraph is revised to read: 9 10 Each housing shall consist of an integral reflector, containing a mogul based high 11 intensity discharge Tamp, and a one piece heat and shock resistant, clear tempered lens 12 mounted in a gasketed, hinged frame. The reflector shall be a snap -in design or 13 secured with screws. The reflector assembly shall have a lamp vibration damper. The 14 reflector shall be manufactured of polished aluminum or molded from prismatically 15 formed borosilicate glass. The housing shall have a heat resistant finish. The lens 16 frame shall be secured to the housing with ANSI, 300 series chrome -nickel grade 17 stainless steel, zinc dichromate coated steel or ceramic coated steel hardware. 18 19 The last sentence in the fifth paragraph is deleted. 20 21 The sixth paragraph is deleted. 22 23 The seventh paragraph is revised to read: 24 25 The finish shall meet the requirements of ASTM B 117 with the exception that the finish 26 shall be salt spray resistant after 300 hours exposure . 27 28 The first sentence in the eight paragraph is deleted. 29 30 9-29.10(3) High Mast Luminaires and Post Top Luminaires 31 This sections content including title is deleted and replaced with: 32 33 9-29.10(3) Vacant 34 35 9-29.10(5) Sign Lighting Luminaires 36 This section is revised to read: 37 38 Sign lighting luminaires shall be the Induction Bulb type. 39 40 9-29.10(5)A Sign Lighting Luminaires - Mercury Vapor 41 This section including title is revised to read: 42 43 9-29.10(5)A Sign Lighting Luminaires — Isolation Switch 44 The isolation switch shall be installed in a terminal cabinet in accordance with Section 9- 45 29.25 with the exception that the cabinet shall be NEMA 3R and stainless steel. The 46 terminal cabinet shall be installed in accordance to the Standard Plans. The switch shall 47 be either single pole, single throw, or double pole single throw as necessary to open all 48 conductors to the luminaires other than neutral and ground conductors. The switch shall 49 contain 600 volt alternating current (VAC) terminal strips on the load side with 50 solderless Tugs as required for each load carrying conductor plus four spare lugs per 51 strip. AUGUST 2 2010 AMENDMENTS July 23, 2010 83 1 2 9-29.10(5)B Sign Lighting Fixtures - Induction 3 The first sentence is revised to read: 4 5 Sign lighting luminaires shall have a cast aluminum housing and door assembly with a 6 polyester paint finish. 7 8 In the second sentence of the sixth paragraph, "87" is revised to read "85". 9 10 In the last sentence of the sixth paragraph, "Class a" is revised to read "Class A". 11 12 The first sentence of the last paragraph is revised to read: 13 14 A Manufacturer's Certificate of Compliance, conforming to Section 1-06.3 15 "Manufacturer's Certificates of Compliance" and a copy of the high frequency generator 16 test methods and results shall be submitted by the manufacturer with each lot of sign 17 lighting fixtures. 18 19 9-29.12 Electrical Splice Materials 20 This section is revised to read: 21 22 Circuit splicing materials shall meet the following specifications. 23 24 9-29.12(1) Illumination Circuit Splices 25 This section is revised to read: 26 27 Illumination circuit splices shall be split bolt vice type connectors or solderless crimped 28 connections to securely join the wires both mechanically and electrically as defined in 29 Section 8-20.3(8). 30 31 This section is supplemented with the following new sub -sections: 32 33 9-29.12(1)A Heat Shrink Splice Enclosure 34 Heat shrink insulating materials shall be the moisture blocking mastic type meeting Mil 35 Spec I 230053 36 37 9-29.12(1)B Molded Splice Enclosure 38 Epoxy resin cast type insulation shall employ a clear rigid plastic mold or a clear mylar 39 sheet bonded to butyrate webbing forming a flexible mold. The material used shall be 40 compatible with the insulation material of the insulated conductor or cable. The 41 component materials of the resin insulation shall be packaged ready for convenient 42 mixing without removing from the package. 43 44 9-29.12(2) Traffic Signal Splice Material 45 This section is revised to read: 46 47 Induction loop splices and magnetometer splices shall include an uninsulated barrel 48 type crimped connector capable of being soldered. The insulating material shall be a 49 heat shrink type meeting requirements of Section 9-29.12(1)A, an epoxy resin cast type 50 with clear rigid plastic mold meeting the requirements of Section 9-29.12(1 )B, or a re - AUGUST 2 2010 AMENDMENTS July 23, 2010 84 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 enterable type with silicone type filling compound that remains flexible and enclosed in a 2 re -enterable rigid mold that snaps together. 3 4 9-29.15 Flashing Beacon Control 5 In the first paragraph, the first word "Flashers" is revised to read "Line voltage flashers". 6 7 9-29.16 Vehicular Signal Heads 8 This sections title is revised to read: 9 10 9-29.16 Vehicular Signal Heads, Displays and Housing 11 12 The first sentence is revised to read: 13 14 Each signal head shall be of the adjustable, vertical type with the number and type of 15 displays detailed in the Contract; shall provide an indication in one direction only; shall 16 be adjustable through 360 degrees about a vertical axis; and shall be mounted at the 17 location and in the manner shown in the Plans. 18 19 This following new paragraph is inserted after the first paragraph: 20 21 Back plates shall be constructed of 5 -inch wide .050 -inch thick corrosion resistant flat 22 black finish, louvered aluminum or polycarbonate attached with stainless steel 23 hardware. A 1 -inch wide strip of yellow retro reflective, type IV prismatic sheeting, in 24 accordance with Section 9-28.12, shall be applied around the perimeter of each 25 backplate. 26 27 9-29.16(1) Optically Programmed, Adjustable Face, 12 -inch Traffic Signal 28 This section including title is revised to read: 29 30 9-29.16(1) Optically Programmed Adjustable Face, and Programmable, 31 Array 12 -inch Traffic Signal 32 The signal shall permit the visibility zone of the indication to be determined optically and 33 require no hoods or louvers. The projected indication may be selectively visible or veiled 34 anywhere within the optical axis. No indication shall result from external illumination, nor 35 shall one light unit illuminate a second. The display shall operate from 85 VAC to 130 36 VAC. 37 38 9-29.16(1)A Optical Systems 39 The following new title is inserted above the first paragraph: 40 41 9-29.16(1)A1 Conventional Optical System 42 43 This section is supplemented with the following new sub -section: 44 45 9-29.16(1)A2 LED Programmable Array 46 1. LED array with programmable visibility from a portable hand held device from 47 ground level, 48 49 2. Lens shall be clear, unless color lenses specified. 50 51 The LED array shall be 22 watt maximum and shall operate directly from 120 volt AC. AUGUST 2 2010 AMENDMENTS July 23, 2010 85 1 2 The LED array shall provide an accessible imaging surface at focus on the optical axis 3 for objects 900 to 1,200 -feet distant, and permit an effective veiling mask to be variously 4 applied as determined by the desired visibility zone. 5 6 The optical system shall accommodate projection of diverse, selected indicia to 7 separate portions of the roadway such that only one indication will be simultaneously 8 apparent to any viewer after optically limiting procedures have been accomplished. The 9 projected indication shall conform to ITE transmittance and chromaticity standards. 10 11 9-29.16(1)B Construction 12 The title for this section is revised to read: 13 14 9-29.16(1)B Housing Construction 15 16 The fourth paragraph is deleted. 17 18 9-29.16(1)D Electrical 19 The title for this section is revised to read: 20 21 9-29.16(1)D Housing Electrical 22 23 The following new title is inserted above the first paragraph: 24 25 9-29.16(1)D1 Electrical Conventional 26 27 This section is supplemented with the following new sub -section: 28 29 9-29.16(1)D2 Electrical LED 30 The LED array shall be accessible from the front of the housing. Each multi section 31 assembly shall include a terminal block for clip or screw attachment of lead wires. 32 33 9-29.16(1)E Photo Controls 34 The following new title is inserted above the first paragraph: 35 36 9-29.16(1)E1 Conventional Photo Controls 37 38 This section is supplemented with the following new sub -section: 39 40 9-29.16(1)E2 LED Photo Controls 41 Each signal section shall include integral means for automatically regulating the display 42 intensity for day and night operation. 43 44 9-29.16(2)A Optical Units 45 This section is revised to read as follows: 46 47 Light Emitting Diode (LED) light sources are required for all displays. The Contractor 48 shall provide test results from a Nationally Recognized Testing Laboratory documenting 49 that the LED display conforms to the current ITE Specification for; Vehicle Traffic 50 Control Signal Heads, Light Emitting Diode Circular Signal Supplement VTCSH ST -052 AUGUST 2 2010 AMENDMENTS July 23, 2010 86 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 or Vehicle Traffic Signal Heads, Light Emitting Diode Vehicle Arrow Traffic Signal 2 Supplement ITE VTSCH ST -054, and the following requirements: 3 4 1. The LED traffic signal module shall be operationally compatible with controllers 5 and conflict monitors on this project and the LED lamp unit shall contain a 6 disconnect that will show an open switch to the conflict monitor when less than 7 60% of the LEDs in the unit are operational. 8 9 2. LED shall have a 50 degree min. viewing angle and the following: 10 11 3. Wattage (Maximum): 12 -inch red, yellow and green ball displays - 25 W 12- 12 inch red, yellow and green arrow displays - 15W 8 -inch red, yellow and green 13 ball displays - 15W 14 15 4. Voltage: The operation voltages shall be between 85 VAC and 130VAC. 16 17 5. The LED display shall be a module type and shall replace the lens, socket, 18 bail, reflector and be directly connected to the terminal strip in the signal head. 19 20 6. Label: Each optical unit shall be listed by and bear the label of a nationally 21 recognized testing laboratory. In addition, the manufacturer's name, 22 trademark, serial number and other necessary identification shall be 23 permanently marked on the backside of the LED signal module and the 24 installation date shall be indicated on a separate label with an indelible ink 25 marker. 26 27 9-29.16(2)B Signal Housing 28 The first sentence in the first paragraph is revised to read: 29 30 The signal head housing, or case, shall consist of an assembly of separate sections, 31 expandable type for vertical mounting, substantially secured together in a weathertight 32 manner. 33 34 In the third paragraph "may" is revised to read "shall". 35 36 9-29.16(2)D Back Plates 37 This section's content including title is deleted and replaced with: 38 39 9-29.16(2)D Vacant 40 41 9-29.16(2)E Painting Signal Heads 42 In the first sentence "Federal Standard 595B" is revised to read "Federal Standard 595- 43 14056". 44 45 9-29.16(3) Polycarbonate Traffic Signal Heads 46 This section is supplemented with the following paragraph: 47 48 Polycarbonate employed in traffic signal fabrication shall tolerate an elongation prior to 49 break in excess of 90 percent. The green color shall be molded throughout the head 50 assembly. The optical system shall be Light Emitting Diodes as defined in 9-29.16(2)A. 51 The entire optical system shall be sealed by a single neoprene gasket. The signal head AUGUST 2 2010 AMENDMENTS July 23, 2010 87 1 shall be formed to be used with standard signal head mounting accessories as shown in 2 9-29.17. All hinge pins, latch assemblies and reflector assemblies shall conform to 9- 3 29.16(2)B. 4 5 9-29.16(3)A 8-inch Polycarbonate Traffic Signal Heads 6 This section and title are deleted. 7 8 9-29.16(3)B 12-inch Polycarbonate Traffic Signal Heads 9 This section and title are deleted. 10 11 Section 9-29.16 is supplemented with the following new sub-section: 12 13 9-29.16(4) Traffic Signal Cover 14 The covers shall be manufactured from a durable fabric material, black in color with a 15 mesh front and designed to fit the signal head configuration properly. The covers shall 16 have an attachment method that will hold the cover securely to the signal in heavy wind. 17 The covers shall be provided with a drain to expel any accumulated water. 18 19 9-29.18 Vehicle Detector 20 The first paragraph is revised to read: 21 22 Induction loop detectors and magnetometer detectors shall comply with current NEMA 23 Specifications when installed with NEMA control assemblies and shall comply with the 24 current California Department of Transportation document entitled "Transportation 25 Electrical Equipment Specifications," specified in Section 9-29.13(7) when installed with 26 Type 170, Type 2070 or NEMA control assemblies. 27 28 9-29.19 Pedestrian Push Buttons 29 This section is revised to read: 30 31 Where noted in the Contract, pedestrian push buttons of tamper-resistant construction 32 shall be furnished and installed. They shall consist of a 2-inch nominal diameter 33 plunger. The switch shall be a three bladed beryllium copper spring rated at 10 34 amperes, 125 volts. 35 36 The pedestrian push-button assembly shall be constructed and mounted as detailed in 37 the Contract. 38 39 9-29.25 Amplifier, Transformer, and Terminal Cabinets 40 The first sentence in the first paragraph is revised to read: 41 42 Amplifier and terminal cabinets shall conform to NEMA 4 requirements. Transformer 43 cabinets shall be NEMA 3R. 44 45 Item number 3 in the first paragraph is revised to read: 46 47 3. Cabinet doors shall have a stainless steel piano hinge or shall meet the 48 requirements for the alternate hinge detailed for type B modified service cabinets. 49 Doors less than 3 feet in height shall have two hinges. Doors from 3 feet to 4 feet 8 50 inches in height shall have 3 hinges. Spacing of hinges for doors greater than 4 feet 51 8 inches in height shall not exceed 14 inches center to center. The door shall also AUGUST 2 2010 AMENDMENTS July 23, 2010 88 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 be provided with a three point latch and a spring loaded construction core lock 2 capable of accepting a Best six pin CX series core. The locking mechanism shall 3 provide a tapered bolt. The Contractor shall supply construction cores with two 4 master keys. The keys shall be delivered to the Engineer. Three point latches are 5 not required for terminal cabinets. 6 7 30.AP9 8 SECTION 9-30, WATER DISTRIBUTION MATERIALS 9 January 4, 2010 10 9-30.1(1) Ductile Iron Pipe 11 In the first paragraph, number 1. and 2. are revised to read: 12 13 1. Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe 14 shall have a cement mortar lining, and a 1 mil thick seal coat meeting the 15 requirements of AWWA C104. Ductile iron pipe to be joined using bolted flanged 16 joints shall be Special Thickness Class 53. All other ductile iron pipe shall be 17 Special Thickness Class 50, minimum Pressure Class 350, or the class indicated 18 on the Plans or in the Special Provisions. 19 20 2. Nonrestrained joints shall be either rubber gasket type, push on type, or 21 mechanical type meeting the requirements of AWWA C111. 22 23 9-30.1(2) Polyethylene Encasement 24 This section is revised to read: 25 26 Polyethylene encasement shall be tube -form, high density cross -laminated polyethylene 27 film, or linear low density polyethylene film, meeting the requirements of ANSI/AWWA 28 C105. Color shall be natural or black. 29 30 31 33.AP9 32 SECTION 9-33, CONSTRUCTION GEOSYNTHETIC 33 April 5, 2010 34 9-33.4(3) Acceptance Samples 35 The third paragraph is revised to read: 36 37 Samples from the geosynthetic roll will be taken to confirm the material meets the 38 property values specified. Samples will be randomly taken at the job site by the 39 Contractor in accordance with WSDOT T 914 in the presence of the Project Engineer. 40 41 The first sentence in the sixth paragraph is revised to read: 42 43 For each geosynthetic roll that is tested and fails the Project Engineer will select two 44 additional rolls from the same lot for sampling and retesting. The Contractor shall 45 sample the rolls in accordance with WSDOT T 914 in the presence of the Project 46 Engineer. 47 AUGUST 2 2010 AMENDMENTS July 23, 2010 89 1 35.AP9 2 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS 3 January 4, 2010 4 9-35.0 General Requirements 5 In the first paragraph, the item "Truck Mounted Attenuator" is revised to read "Transportable 6 Attenuator". 7 8 In the second paragraph, the third sentence is revised to read: 9 10 Unless otherwise noted, Requests for Approval of Material (RAM) and Qualified 11 Products List (QPL) submittals are not required. 12 13 9-35.12 Truck -Mounted Attenuator 14 This section including title is revised to read: 15 16 9-35.12 Transportable Attenuator 17 Transportable attenuators are Truck -Mounted Attenuators (TMA) or Trailer -Mounted 18 Attenuators (TMA -trailer). The transportable attenuator shall be mounted on, or 19 attached to a host vehicle with a minimum weight of 15,000 pounds and a maximum 20 weight in accordance with the manufacturer's recommendations. Ballast used to obtain 21 the minimum weight requirement, or any other object that is placed on the vehicle shall 22 be securely anchored such that it will be retained on the vehicle during an impact. The 23 Contractor shall provide certification that the transportable attenuator complies with 24 NCHRP 350 Test level 3 requirements. Lighter host vehicles proposed by the 25 Contractor are subject to the approval of the Engineer. The Contractor shall provide the 26 Engineer with roll -ahead distance calculations and crash test reports illustrating that the 27 proposed host vehicle is appropriate for the attenuator and the site conditions. 28 29 The transportable attenuator shall have a chevron pattern on the rear of the unit. The 30 standard chevron pattern shall consist of 4 -inch yellow stripes, alternating non -reflective 31 black and retro -reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with 32 the "V" at the center of the unit. 33 34 This section is supplemented with the following new sub -sections: 35 36 9-35.12(1) Truck -Mounted Attenuator 37 The TMA may be selected from the approved units listed on the QPL or submitted using 38 a RAM. 39 40 The TMA shall have an adjustable height so that it can be placed at the correct 41 elevation during usage and to a safe height for transporting. If needed, the Contractor 42 shall install additional lights to provide fully visible brake lights at all times. 43 44 9-35.12(2) Trailer -Mounted Attenuator 45 The TMA -trailer may be selected from the approved units listed on the QPL or 46 submitted using a RAM. 47 48 If needed, the Contractor shall install additional lights to provide fully visible brake lights 49 at all times. 50 AUGUST 2 2010 AMENDMENTS July 23, 2010 90 1 9-35.12(3) Submittal Requirements 2 For transportable attenuators listed on the QPL, the Contractor shall submit the QPL 3 printed page or a QPL Acceptance Code entered on the RAM (WSDOT Form 350- 4 071 EF) for the product proposed for use to the Engineer for approval. The Contractor 5 shall submit a RAM for transportable attenuators not listed on the QPL. 6 AUGUST 2 2010 AMENDMENTS July 23, 2010 91 GENERAL NOTES 1 THE CONSTRUCTION DRAWINGS PROVIDE ONLY APPROXIMATE INFORMATION REGARDING THE EXTENT AND LOCATION OF EXISTING IRRIGATION SYSTEM COMPONENTS. OVERHEAD POWER LINES, GARBAGE CANS, PARKED VEHICLES, RVS, AND BOATS, ETC. ARE NOT INDICATED ON THE DRAWINGS BUT MAY BE PRESENT THROUGHOUT THE PROJECT AREA, IN AND ADJACENT TO THE RIGHT OF WAY AERIAL PHOTOS ARE PROVIDED IN THE PLANS FOR GENERAL INFORMATION, ALTHOUGH ACTUAL FIELD CONDITIONS HAVE CHANGED SINCE THE DATE OF THE PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREA(S) TO NOTE EXISTING CONDITIONS, TO DETERMINE THE LOCATION OF EXISTING FEATURES, AND TO DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.40) OF THE STANDARD SPECIFICATIONS. ALL DISTURBANCE, REMOVAL, REPLACEMENT, AND RESTORATION OF EXISTING FEATURES SHALL BE COMPLETED BY THE CONTRACTOR. 2. THE CONTRACTOR IS ADVISED THAT SURFACE REPAIR IS NOT SPECIFICALLY IDENTIFIED ON THE PLANS FOR EACH REPAIR LOCATION. ALL REPAIR LOCATIONS HAVE BEEN REVIEWED FOR SPECIFIC REPAIRS AND OVERALL QUANTITIES CALCULATED REPAIR QUANTITIES IN THE BID SUMMARY ARE APPROXIMATE, AND ALL FINAL REPAIR TYPES SHALL BE DIRECTED BY THE ENGINEER. 3. THE CONTRACTOR IS ADVISED THAT A SIGNIFICANT PORTION OF THE PROJECT OCCURS WITHIN EASEMENTS ON AND ADJACENT TO PRIVATE PROPERTY THE CONTRACTOR SHALL EXERCISE CARE TO NOT DAMAGE PRIVATE PROPERTY AND SHALL LIMIT EXCAVATIONS TO AREAS DESIGNATED FOR SERVICE REPLACEMENT OR ACCESS PIT THE CONTRACTOR SHALL UTILIZE LOW IMPACT CONSTRUCTION METHODS AND EQUIPMENT, AND SHOULD ANTICIPATE THE USE OF HAND TOOLS IN THESE AREAS. 4 ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED PARTY 5. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION REQUEST CENTER NOT LESS THAN 72 HOURS NOR MORE THAN 10 BUSINESS DAYS BEFORE ANY EXCAVATION, TO REQUEST FIELD LOCATIONS OF UTILITIES. THE TELEPHONE NUMBER FOR THE ONE CALL CENTER FOR THIS PROJECT IS 1-800-424-5555. 6 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO POTHOLE AND VERIFY EXISTING UTILITY LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY WHERE EXISTING UTILITIES ARE FOUND TO CONFLICT WITH PROJECT IMPROVEMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR POTHOLING OR VERIFICATION OF EXISTING UTILITY LOCATIONS. 7 ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND THE SPECIAL PROVISIONS OF THE CITY OF YAKIMA. 8. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE. NO BURNING WILL BE ALLOWED THE CONTRACTOR SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN WASTE DISPOSAL 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. THE CONTRACTOR SHALL COMPLY WITH THE STATE OF WASHINGTON REGULATIONS REGARDING DISPOSAL OF WASTE MATERIAL AS OUTLINED IN WAC 173-304, SUBCHAPTER 461 9 AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ON—SITE EROSION DUE TO WIND AND RUNOFF 10. A PRECONSTRUCTION MEETING WITH THE LOCAL JURISDICTION/PUBLIC WORKS DEPARTMENT, THE ENGINEER, THE CONTRACTOR, AND INTERESTED UTILITY COMPANIES SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. OWNER SHALL BE 48—HOURS NOTICE PRIOR TO THE START OF WORK. 11 THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS NEEDED FOR THE JOB, ON—SITE AT ALL TIMES. 12. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT/APWA SECTION 2-09 3(3)B, IT SHALL BE SHORED AND CRIBBED THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND THE ENGINEER ASSUMES NO RESPONSIBILITY ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49 17 RCW. 13. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY 14 THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS—BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE, AND AVAILABLE TO THE OWNER AT ALL TIMES. THE CONTRACTOR SHALL DELIVER THESE DRAWINGS TO THE ENGINEER AT THE COMPLETION OF THE WORK. 16 NO VEHICLES, EQUIPMENT, SUPPLIES OR MATERIALS MAY BE PARKED OR STORED ON PRIVATE PROPERTY UNLESS A WRITTEN AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNER IS EXECUTED AND PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION. SWEET 21 'SHEET 14- _ SHEET 19 17 THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD TO THE CITY OF YAKIMA FOR APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT OF WAY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THIS CONTRACT ALL SECTIONS OF THE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 1-10, TEMPORARY TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE RIGHT OF WAY WILL INTERRUPT NORMAL TRAFFIC OPERATION. 19 ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD BETWEEN 7 00 A.M. AND 6 00 P M. EVERY DAY UNLESS OTHERWISE APPROVED BY THE CITY 20. ALL RIGHT OF WAY, PARCEL CONFIGURATIONS, AND OWNER INFORMATION WAS DEVELOPED FROM THE LATEST CITY OF YAKIMA'S G.I.S. NO FIELD SURVEYS HAVE BEEN CONDUCTED THE CONTRACTOR SHALL VERIFY WITH OR REQUEST ADDITIONAL INFORMATION FROM THE ENGINEER WHERE RIGHT OF WAY OR PROPERTY LINES ARE IN QUESTION. 21 BOTH CONVENTIONAL AND TRENCHLESS CONSTRUCTION METHODS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO COMMENCING WORK. 22. THE CONTRACTOR SHALL CONFIRM EXISTING CUSTOMER SERVICE PIPING WITH COMPRESSED AIR PRIOR TO MAKING CONNECTION. 23. THE CONTRACTOR SHALL RECORD EXISTING SERVICE VALVE POSITION (ON/OFF) ON A SET OF RECORD DRAWINGS PRIOR TO REMOVAL AND THE CONTRACTOR SHALL RETURN NEW VALVE TO ORIGINAL POSITION AFTER PRESSURE TESTING AND ACCEPTANCE. THESE RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER UPON COMPLETION OF THE PROJECT 24 THE CONTRACTOR SHALL DISCONNECT EXISTING SERVICE LINES FROM ADJACENT PROPERTIES AT NEW SERVICE SERVICE LOCATIONS. SEE PLAN SHEETS FOR MORE DESCRIPTION. 25. THE CONTRACTOR SHALL REMOVE EXISTING ASPHALT PAVEMENT AT TRENCH LOCATIONS ONLY, FOR PIPE INSTALLATION. PRIOR TO ALLEY RECONSTRUCTION WHEN HMA IS AVAILABLE, SAW CUT ALLEY EDGES AND REMOVE REMAINING EXISTING ASPHALT 26. THE CONTRACTOR SHALL BACKFILL OR COVER TRENCHES OVERNIGHT WITH STEEL PLATING, LEAVING NO TRENCHES OPEN. BARRICADES AND/OR WARNING TAPE WILL NOT BE ACCETABLE. 27 THE CONTRACTOR SHALL REPAIR AND MAINTAIN ALL PAVED TRENCH LOCATIONS WITH COLD MIX ASPHALT UNTIL HOT MIX ASPHALT BECOMES AVAILABLE. NO AREA REQUIRING ASPHALT REPAIR SHALL REMAIN UNPAVED FOR MORE THAN FIVE WORKING DAYS FOLLOWING THE INITIAL EXCAVATION. VICINITY MAP Huibregtse, Louman Associates, Inc. C IVL ENGINEERING • LAND SURVEYING • PLANNING '71Ci ,.'th ?"' .•ver.u, 4 I C,17, W - JOB NUMBER: DATE. 09041 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY BAA GENERAL NOTES AND VICINITY MAP SHEET 2 OF 24 W ' 2J5Gi��'%. WASHINGTON 77-3 YAKIMA IRRIGATION GAS LINE SANITARY SEWER DOMESTIC WATER STORM DRAIN FIBER OPTICS UNDERGROUND POWER/ TELE OVERHEAD POWER/TELE FENCE IRRIGATION VALVE UTILITY POLE MANHOLE CATCH BASIN DRYWELL FIRE HYDRANT WATER VALVE STATE MAP EXISTING FEATURES SS iRP SS SD ui OXP ui ODP -0- 0 0 e LEGEND STEEL POLE/BOLLARD PULL BOX STREET LIGHT WATER METER GAS METER ANCHOR HOSE BIB CLEANOUT MAILBOX DECIDUOUS TREE EVERGREEN TREE SHRUB/HEDGE DENOTES CHANGE IN PIPE SIZE/ MATERIAL 0 CONTACT INFORMATION CITY OF YAKIMA MIKE SHANE ALVIE L. MAXEY PROJECT ENGINEER MICHAEL T BATTLE, PE NEW FEATURES IRRIGATION LINE BY TRENCH IRRIGATION LINE BY SLIPLINE IRRIGATION LINE TO REMAIN IRRIGATION MAINLINE VALVE PAVEMENT REPAIR CONCRETE REPAIR DENOTES PROPOSED ACCESS PIT LOCATION FOR INSERTION/RECEIPT OF NEW PIPING. ACTUAL LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION 576-6480 575-6194 966-7000 CITY OF YAKIMA -ii-u-nom II MI n -u- 0 O CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS SHEET INDEX SHEET 1 SHEET 2 SHEETS 3-9 SHEETS 10-22 SHEETS 23-24 COVER SHEET AND LEGEND GENERAL NOTES AND VICINITY MAP AERIAL PHOTOGRAPHS PLAN SHEETS DETAILS CITY PROJECT NO. 1R2257 HLA PROJECT NO. 09041 SEPTEMBER 2010 Huibregtse, Louman Associates, Inc. C IVIL ENGINEERING • LAND SURVEYING • PLANNING 801 North 39th Avenue ❖Yakima, WA 98902 (509) 966-7000 ❖ FAX (509) 965-3800 • Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEfING • PLANNING JOB NUMBER: DATE. 09041 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: N/A PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY' BAA COVER SHEET SHEET 1 OF 24 EX 6- HDPE IRR W YAKIMA AVE 1 w I Z ili, 7 )) / NEW 12" PVC W CHESTNUT.QVE NEW 12- PVC MATCHLINE NOTES: 1 THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO THE GENERAL NOTES ON SHEET 2 2. THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS. IRRIGATION PIPE TO BE REPLACED BY TRENCHING IRRIGATION PIPE TO BE REPLACED BY SLIPLINE LEGEND IRRIGATION PIPE TO REMAIN SEE SHEET 5 MA I CHLINE • Huibregtse, Loumae Associates, tic. 801 North 39th Avenue *Yakima, WA 989C2 (509) 966-7000 *FAX (509) 965-3800 %d JOB NUMBER DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS SHEET 3 OF 24 2 1 W YAKIMA AVE W YAKIMA AVE W CHESTNUT A MATCHLINE NOTES 1. THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.4(1) OF THE STANDARD SPECIFICATIONS SEE ALSO THE GENERAL NOTES ON SHEET 2. 2 THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS IRRIGATION PIPE TO BE REPLACED BY TRENCHING IRRIGATION PIPE TO BE REPLACED BY SLIPLINE M LEGEND SEE SHEET 6 0 40 80 Hnibregtse, Louman Associates, Inc. 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 4 FAX (509) 965-3800 JOB NUMBER DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS SHEET 4 OF 24 MATCHLINE SEE SHEET 3 (6" PVC) W WALNUT ST MATCHLINE NOTES 1. THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02 4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO THE GENERAL NOTES ON SHEET 2 2. THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY. SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS. IRRIGATION PIPE TO BE REPLACED BY TRENCHING IRRIGATION PIPE TO BE REPLACED BY SLIPLINE LEGEND IRRIGATION PIPE TO REMAIN SEE SHEET 7 0 20 40 80 li, Hnibregtse, Lomas Associates, inc. 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 a FAX (509) 965-3800 Po JOB NUMBER DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS SHEET 5 OF 24 MATCH! INF MATCHLINE NOTES: 1 THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.4(1) OF THE STANDARD SPECIFICATIONS SEE ALSO THE GENERAL NOTES ON SHEET 2 2 THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS. IRRIGATION PIPE TO BE REPLACED BY TRENCHING IRRIGATION PIPE TO BE REPLACED BY SLIPLINE LEGEND MMMMM IRRIGATION PIPE TO REMAIN 1 -HFET •s •• • Hribregtse, Lamar Associates, Inc. 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 *FAX (509) 965-3800 JOB NUMBER: DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS SHEET 6 OF 24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MATCHLINE SEE SHEET NOTES: 1 THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO THE GENERAL NOTES ON SHEET 2 2 THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY. SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS IRRIGATION PIPE TO BE LEGEND IRRIGATION PIPE TO REPLACED BY TRENCHING REMAIN IRRIGATION PIPE TO BE REPLACED BY SLIPLINE MMMMM a M • Huibregtse, Lomas Associates, loc. 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 ♦ FAX (509) 965-3800 JOB NUMBER DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS MATCH 'NE NOTES. 1. THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO. THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02.4(1) OF THE STANDARD SPECIFICATIONS. SEE ALSO THE GENERAL NOTES ON SHEET 2 2 THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY. SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS. IRRIGATION PIPE TO BE REPLACED BY TRENCHING IRRIGATION PIPE TO BE REPLACED BY SLIPLINE LEGEND MMMMM IRRIGATION PIPE TO REMAIN 0 20 40 • Hilbregtse, Lomas Associates, Ioc. 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 *FAX (509) 965-3800 JOB NUMBER: DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS Hnibregtse, Loam Associates, Inc. 801 North 39th Avenue *Yakima, WA 98902 (509) 966-7000 *FAX (509) 965-3800 %.7 NOTES: 1 THIS AERIAL PHOTOGRAPH IS SHOWN FOR GENERAL INFORMATION ONLY. ACTUAL FIELD CONDITIONS MAY HAVE CHANGED SINCE THE DATE OF THIS PHOTO THE CONTRACTOR SHALL VISIT THE PROJECT AREAS TO NOTE EXISTING CONDITIONS, VERIFY THE LOCATION OF EXISTING FEATURES AND DETERMINE THE REQUIREMENTS FOR THIS CONTRACT IN ACCORDANCE WITH SECTION 1-02 4(1) OF THE STANDARD SPECIFICATIONS SEE ALSO THE GENERAL NOTES ON SHEET 2. 0 20 40 80 2. THE PIPING LAYOUT IS SHOWN FOR REFERENCE ONLY. SEE CORRESPONDING PLAN SHEET(S) FOR INSTALLATION DETAILS LEGEND IRRIGATION PIPE TO BE IRRIGATION PIPE TO REPLACED BY TRENCHING REMAIN IRRIGATION PIPE TO BE REPLACED BY SLIPLINE MMMMM JOB NUMBER; DATE: 09041 08-30-10 FILE NAMES: DRAWING: SHEETS.dwg PLAN: 09041.dwg PROFILE: N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY: MTB ENTERED BY: BAA AERIAL PHOTOGRAPHS SHEET 9 OF 24 ( 181324-32452 ) Jacobs 1201 W Chestnut Ave SIDEWALK OHP 'of F/ = r / wN UNK 0i6, G..D.COND ION `AN. MAN O . OHP fsyL'. /�. m. A =..t` `fdE •. -'r• " �.�'w.g v!I .. iY .. :P' i SEE SHEET 12 J w (71 s t. C..,X2:14r—"i 6.V. ,114 14-1;211-PVC>(tR �t 3' 11�C TELEPHONE rABINETI OHP 5 f B OHF S{ �B o f 8 Z-tpr S B OLID GRAVEL .SIGN RIM 70' GRAVEL a'�sASPHALT- sS �8. 6 \SS z UT UT LJ LJ 07 sASPHALTz_ W O D C 87 4 ±' $1111.C1 NEWgI2" PVc-INk- G MAIN ' 17. 3' W CHESTNUT AVE Ui UT C) ui FIBER DUCT UT u UT uT LAWN3 N10981 -1„5i W DRAIA MN RIM 087 7± 080 4± IE 1(81 2± w 080 34E1,IE. 1C@2 2± E UP 12" CH lc. /t S❑O CATCH BASIN SD C T H B^, 1 RIM: 1086.9± RI 1087 �.II Ina 71eMi'cinrS I .,.31E: nsa:.5±7P0: (10 STEE Kra t-2 — HGOOD CONDITION a. 0+00.00 I / SIDE ALK OHP 1 TREe+ ti�e`,i`' 1 LA OD CONDITIO - - Z --2" GOOD CONDITION IRR HP OHPEE OH SERVICE ur UT ANC TORS POLE.r SIDEWALK �J I�' e - H� F NL 5, ) UBS y,s �ASp G7 ( 181324-31513 ) Murphy 101 S 12th Ave V G SIDEWALK '8 T6,4 :025r55)acC`1 IE: 108.''+'x' IE 10813' BUILDING GSIDEWALK 1 Iv z 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. LJ 0 m Q LJ W STA 5+00 MATCHLINE a 3 J SIDEWALK ANCHO HP OHP .TEE OHP SIGN 10' SD -00 vc D+OOo o' 0 z_ ,Irct1 SEE SHEET 12 N5 STA 0+11± TO 9+75, OPEN CUT AND INSTALL 964 LF NEW 12" PVC PIPE. DEFLECT IRRIGATION MAIN WITHIN MANUFACTURER'S RECOMMENDATION TO MAINTAIN ALIGNMENT CONNECT TO EXISTING 12" PVC IRRIGATION MAIN TO WEST WITH 12" COUPLING TO PROVIDE A LEAK PROOF CONNECTION STA 0+54± AND STA 1+15±, INSTALL NEW 12" MJ 45' ELBOW AND CONC THRUST BLOCKING CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN TO EAST STA 2+82±, INSTALL NEW 12"x4" MJ CROSS, (1) EA 12" MJ R S GATE VALVE, (1) EA 4" MJ R S. GATE VALVE, (1) EA 4"x3" REDUCER, (1) EA 3" MJ R S GATE VALVE AND VALVE BOXES. STA 4+78±, INSTALL NEW 12"x12"x6" MJ TEE, 6" MJ R S GATE VALVE, VALVE BOX, CONC THRUST BLOCKING AND 40 L.F NEW 6" PVC CONNECT TO EXISTING 6" PVC IRRIGATION MAIN TO SOUTH WITH 6" COUPLING CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN TO EAST AND WEST SEE SHEET 14 ItGRAVEL SHRUBi�IE�W 1'•p(,* l� c INEW1 HRUB v : SERVICE SIDEWALK AWNP- '4010' L IpAWNz s. LAWN P'' 0 S GSD CONDITION ._0REF, H • u SERVICE •Z •p4\07OX 0GRAVEL ( 181324-31510 ) Grace Interntional Churches Ministries I 102 S 11th Ave 0 STA 6+60±, INSTALL NEW 12"x12"x4" MJ TEE, (1) EA 4"x2" REDUCER, (1) EA 12" MJ R S. GATE VALVE, (1) EA 2" MJ R S. GATE VALVE, VALVE BOXES AND CONC THRUST BLOCKING CUT, PLUG WITH CONCRETE AND ABANDON IRRIGATION MAIN TO SOUTH INSTALL NEW SERVICE CONNECTION AT LOCATION SHOWN, OR AS DIRECTED BY THE ENGINEER SEE DETAILS. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED SEE BELOW MATCHLINE PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR STA 8+57± TO STA 9+75, PROVIDE 12' WIDE TRENCH REPAIR, TYPE 2, TO SOUTH EDGE OF WATER MAIN TRENCH PATCH STA 2+91± TO STA 4+38±, INSTALL 147 L.F NEW CURB AND GUTTER N14) CLOSE VALVE, REMOVE VALVE BOX, FILL WITH SELECT BACKFILL AND PATCH WITH HMA OR CONCRETE TO MATCH EXISTING SURFACE AS REQUIRED SIDEWALK LAWN � CATCH BaSINP 085 98 OHP 8 TR LAWN 800 HP -LAWN GOOD CONDITION UP OHP 4'a, OHP 1 c EE -J J w 0 OHP LAWN 2' G OHP 7 —UT SS t+ p NEWz12=iP9C-A RIG MAIN 3' __s -ASPHALT -z__ UT SS - SS -10' PVC SS UT UT UT SS UT SS 1086.1 E 1079.8± IE 1079 7 SS CATCH BASIN RIM 1085 82 • IRR UT y )x SIDEWALK UT OHP O�IPCONDITION'�'i �E G G 2 MH aB116760:25'2,' Sta. 47+00.00 d w N MH �4•i<Jls� N _ LT -N T .. IRR RR OSI u- R ?:`•S3:r ... UP A ... • c. sH :;N z ap= te4 ' x '�`• c IDE WALK3 CABINET aim a 3 w LFP 0 OHP ASPHALT SIDEWALK OHP sASPHALT G 2' °"F-�AR<ING STRIDING HP ASPHALT2- FIBER DUCT _.Z-ASPHALTz 3 W CHESTNUT AVE UT UT UT z wv +003, r>= NEW 112" PVC IRRIGTI?MAIN uT UT G x x COLUMN J WHUUL,HT IKON F LNCE x B"I n� ASPH9 COLUMN ( 181324-31502 ) Yakima HMA Home Health LLC Chestnut/10th Ave S HP UT T--11T—AJ.,. IRR 2 G IRR +T 4088LAWN L0D CONDIT ASE OHP SIDEWALK x 3 WROUGHT IRON ±FENCE HOSPITAL PARKING ENTRANCE "CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES [sae OHP SEPOLERVICE❑ OHP LAWS Box (1 EA.) 1" SERVICE X L BOX 00 CONDITOBN OHP @•ERVICE{ ' x W~ � QJ 40HP �ln VV (n FIBER DUCT UT UT 088 CONCRETE SPOLEE SIDEWALK \ U I -I T.J ' j CLEANOU9 FIRE�N DPANT ( 181324-31452 ) Yakima HMA Inc 110 S 9th Ave H - LJ LJ 2 !n MATCHLINE 0 10 20 40 VICINITY MAP s 0 10 20 40 Hulbregtse, Louman Associates, Inc. CIVIL ENGINEEPING • LAND SURVEYING • PLANNING •''I'� 30 33 F ,5C_, 332o /f0 JOB NUMBER 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY BAA PLAN SHEET 10 OF 24 SEE SHEET 1 N rn Cn MATCHLINE SEE SHEET 15 SH81Dg C7: FAVEL- SIDEWALK _ AN HORsL r000D A PHALT SIDEWALK \ 1J SIDEWALK SIGN LAWN ---rcl '—Tri r C Ti 1NN1 - SIDEWALK ,,L$'�r�d- SIDEWALK OHP LAWNc C 'IRRIen AIN 'St. 2 HP 0 CH BASIN CATCH BA 1086 0± RIM 1086 E. I0854D0± IE 4884 2± SIGN LAWN OHP OHP AR NG TRIPI G bio RIM- 1087..0 IE 10808 N I6 10807 EMH 5 rNI PVC IRRIG.;`M OHP- STR NG Baas+UUP W CHESTNUT8AVE (8" uS�TEEL) ±8 RR IRR IRR UT SERVICE SIGN SIGN= SIGN-, POLE �PR 4 SIG�m 6000 FENCE BUILDING ( 181324-31452 ) Yakima HMA Inc 110 S 9th Ave N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES LEI O m w W (/) STA 14+00 MATCHLINE J I, II SKt3UB RtrEL GRAVEL `,' 55 SS sASPHALTz 1'1r (7" STEEL. y„ QMH HP SERVICE CONCRETE POLE EIBER DUC RR Hp CONCRETE 55 TR LAWN a:nnean:nxs SS 0 J w m 1.1 .1 UJ (n 0 0 Q H WATE' AJ �V(ELL METER DRY \ DRIVEWAY 1 EMERGENCY/ AMBULANCE ENTRANCE **CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES YAKIMA REGIONAL HOSPITAL _'W8 TER M6TER c:Cy. I SIDEWALK IH �ASET-1 N5 STA 9+75 TO STA 10+40±, OPEN CUT AND INSTALL 65 L.F NEW 12" PVC PIPE. 0 STA 10+40±, INSTALL NEW 12"x12"x4" MJ TEE, (1) EA 12"x8" REDUCER, (1) EA 8" MJ R S. GATE VALVE, (1) EA 4" MJ R S GATE VALVE, (1) EA 4"x3" REDUCER, VALVE BOXES AND CONC THRUST BLOCKING. CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN TO SOUTH 0 STA 10+40± TO STA 18+00, OPEN CUT AND INSTALL 760 L.F NEW 8" PVC PIPE. N8 STA 18+00, INSTALL NEW 8"x8"x8" MJ TEE, (1) EA 8" MJ R S GATE VALVE, (1) EA 8"x3" MJ REDUCER, (1) EA 3" MJ R S GATE VALVE, (1) EA 3"x2" MJ REDUCER, VALVE BOXES AND CONC THRUST BLOCKING SHRJa SHRUB Gl SHRtYB I SIDEWALK OHP sAWN� LP SIGN GOOD CONDITION SIGN / J ¢ LAWN / CONCRETE w sLAWNOHP GOOD CONDITION 1085 8± 1084 3 1084 3 NEWWSPSCcIRRIGMAIN7 i'1.'1,086,05-2— '�^ 10787± N 0f�rp�1 liI1078 8± W 1078 E 6± info MI= / UP SOLD OHP 00•1p�i] RIA. I\ LAWN IE ,09 �Hp 5 104 X88. ;s hd6+003 " 4.'R^s,m s: • a N 10 N `__s-ASPHALT-7___SOLID L0 CB,0 RIM 105 18 .' N7 IE 108.7± Wp . 108..7± waw T uT 1� (RAM WV o8 ASPHALT ©,-JI- DRYWELL HOSPITAL 80x LAWN - ( 181324-31431 ) o' Yakima HMA Inc 110 S 9th Ave CONTRACTOR SHALL PARKING MAINTAIN ACCESS AT ENTRANCE ALL TIMES INSTALL NEW SERVICE CONNECTION AT LOCATION SHOWN, OR AS DIRECTED BY THE ENGINEER SEE DETAILS. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED PROVIDE TRENCH REPAIR, TYPE 2. ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR STA 9+75 TO STA 16+27±, PROVIDE 12' WIDE TRENCH REPAIR, TYPE 2, TO SOUTH EDGE OF WATER MAIN TRENCH PATCH CLOSE VALVE, REMOVE VALVE BOX, FILL WITH SELECT BACKFILL AND PATCH WITH HMA AS REQUIRED �c c oHe sASPHALT- __ UTN� UT UT IRR RR IRR LAWN IRR �l�i` IRR (7 • S1rIE EL) . O OOD CONDITISNP�OH SERVICE OHP TREE EE p, NEW 1 gR PIR' r;. p _5 LAWI' CO C .E E ■ ' D1 80x -rfi P GOOD GOND SIDEWALK ASPHAI GN D K I 4"H TREE SHRUBS SIDEWALK GOOD CONDITION AWN GOOD CONDITION c SEE SHEET 21 z w 0 0 >•auxCaAMB`� !�i 470 F�'ui.: r/+UUs±060€ 24•sa±±3'8".,..q-44-+UOE77784±40,,,,8 ±8-,w.s.'f2%%1". lorza` =: rgaum r = r NEW $ PVC IRRI'G?$M` 3' ( 181324-42487 ) EA.) Yakima HMA Inc vl 102 S 8th Ave (1 1" SERVICE • 40,0 Huibregtse, Louman Associates, Inc. CIVIL ENGINEEPING LAND SURVEYING, PLANNING 30 ,th 371 - 1.. .c'<i w- ,3591 X51_'553.8671 bE=-2,8C_ FjR R E P DH CONCRETE> / Q / T CO 0 SIDEWALK a. 18+00.00= a. 107+99.73 oaO V __aASPHALTZ— v\IV 3/�h uT.,, T "Mai .2 1W_„,,,„„., d���� \ 14. Et_� uuuu uurvul �\ SIDEWALK CONC GN LAWN SIDEWAL 3 IOTEICE. AT ALL OH RUB /\,•/ GOOD COADTrIOM ( 181324-42479 ) Armstrong Rentals Armstrong Rentals LLC LLC 712 WI Chestnut Ave 101 S 8th Ave CONC ( 181324-42470 ) anada Propertier ,of Yakima LLC 102 S 7th Ave JOB NUMBER - 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A SEE SHEET 21 14, N S 0 10 20 F 40 VICINITY MAP W S 0 10 20 CITY OF YAKIMA 40 NINO CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY BAA PLAN SHEET 11 OF 24 ss G SEE SHEET 10 I I I I 1 1 m ( 181324-31496 ) I ( 181324-31498 ) 1 ( 181324-31499 ) I ( 181324-31501 ) 1 ( 181324-31502 ) I ( 181324-31503 ) 1 E- _, Sil ASPHALTz . ' " I' SERVIUS LAWN ''—.' _D OHP GOOD COND64�Sl T DT G V. G SIDEWALK V sPr Abeyta Yakima Ave W/11th Ave S ® (OUT) vIEE ` Abeyta 6 S 11th Ave 1 1 Bay Hill Estate Apartments 0 8 S 11th Ave -7— McKinney 12 S 11th Ave ARAG 14 S GARAGE Hill 11th Ave Grace Interntional Churches Ministries 1 w 16S11thAve z �,:j3-2.21�N ASPHALT --6 ` ,,,=co oQ yl E-, ?T,) YNj Ct 0 11 -�� '1� 6' Woo NCE _ TEL :.�.• PED ERvICE o 6' wooDpa m s CONCRETE I V SERVICE / J .. IIV --..- '3,66,''. IIV �` � # I i X X ..RIM:: 7090:30. �• �._�,� - P3`S°TEE =c�.�..�..�>�r���#� OLE n&'? _BOL•L'ARO"+' — - # 0+00�1;�:��.�.�P��� FENCE cv �' o G ryry• v i - I V_ is - f ` - `PI=1: �L Z ?• �. T ;�,�:1vtn� �,,�..,.��,.Y,:,� :7'^tq" ! '" ,+oo��.:.� PM .t_:. — . 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Knapp Esteves Woodcock Holdings Catholic Bishop of- ' e = p - aye s 1 S 12th Ave 5 S 12th Ave TYP 9 S 12th Ave 11 S 12th Ave LLC 13 S 12th Ave Ykm Corp 15 S 12th Ave Pr, A N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. SEE ABOVE + N) (n MATCHLIN II $h �Kz N ate" ( 181324-31510 ) Grace Interntional Churches Ministries I 102 S 11th Ave N5 STA 19+35±, INSTALL NEW 3"x2” REDUCER, (1) EA 2" R S. GATE VALVE, VALVE BOX AND 5 L.F 2" PVC PIPING CONNECT TO EXISTING BLOW—OFF PIPING AT SANITARY SEWER MAIN WITH FITTINGS AS REQUIRED N6 STA 19+35± TO STA 23+24±, OPEN CUT AND INSTALL 389 L.F NEW 3" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. N7 STA 23+24±, SEE SHEET 10 FOR CONSTRUCTION NOTE PROVIDE CONCRETE REPAIR PER DETAILS N8 STA 23+24± TO STA 28+00±, OPEN CUT AND INSTALL 476 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE, BUIL ING IVB ILDING POLE 5 EEL N�Z iTrau ge'Bk e I.a.*.,� ` 'U?; `F aI RRIG MAil,' , til &s AHAL'T-zy +� ' mss. 'aia'r� atb-s:9 •iAt:4R'S,iRra >T j __! �o — I UP IIV I I I ( 181324-31511) 1 ( 181324-34452 ) Mary Gail Matthews Nelson Trustee 106 S 11th Ave Westwood 108 S 11th Ave GARAGE SEE SHEET 10 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED 0 w w w (n Lf) N C N (n w z J 0 SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR REMOVE EXISTING GATE VALVE AND VALVE BOX CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN AT NEW MAIN CROSSING C 181324-34453 ) KGKS III Investments LLC 110 S & 112 11th Ave (OUT) SERVICE ( 181324-34454 ) Patten 116S 11th Ave 5' WOOD GARAGE x FENCE IVIVGAT= GATE IV 'NEM 47 PVC-1IRRIG 181324-31513 ) Murphy 101 S 12th Ave SAX2t11P STEEL POLE ( 181324-31512) ( 181324-34459 ) Murphy Murphy 203 S 12th Ave 205 S 12th Ave ( 181324-34458) 1 Enigma Inc 207 S 12th Ave ( 181324-34520) (16 EA.) Yakima HMA Inc TYP 209 S 12th Ave y PSPAb 6' xCHAIN 1 LINK FENCE 415TEEts� 0 M 4 N 070 C/) 0 a) 0) CO IV /m> SERVICE '47M'P;I?, roiEar tAlTE ( 181324-34037 ) Ballew & Johannsen 213 S 12th Ave 0 CO N H N MATCHLINE 2 0 10 20 40 NEM VICINITY MAP 0 10 20 40 Huibregtse, Louman Associates, Inc. 0 IVIL ENGINEERING • LAND SURVEYING • PLANNING R0 c'IF '.,e .s= •a Yc:ir.c W- r!3.e52 JOB NUMBER: 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY ENTERED BY MTB BAA PLAN SHEET 12 OF 24 LU wLLI w w 0 0 CO N w z J 0 ES IV " RT_ ViNEW. � ATMG?IRROIv1AIN:i ( 181324-34536) ( 181324-34537p Yakima HMA Inc Yakima HMA Inc 206 11th Ave S 206 11th Ave S Apt A ® Apt B E 181324-34563 ) Litchfield (8 EA.) S 11th Ave TYP Sta. 39+0 Sta. 28+5 srs'�e��t(84�fa��TFEL��a� 3;�'�SSJiEEL)' ( 181324-34556 ) ( 181324-34557 ) Wellness House Inc 210 S 11th Ave #40 ( 181324-34578 ) Ball 1109 W Spruce St 6' CHAIN PgNrrx�' LINK FENCE RI Sio Q9 ( 181324-34037 3allew & Johannser) 213 S 12th Ave ,,77? <'4,J y I6 4'S�,HALFz>r d� �,x...s s'w%h,•.�`ai x1[61; til ANI W 4 ,PUC,�IRRIG: IMA'INh-- sarrr"a'IF;M=r#ii3t~itwy Y, S GN m a 11 iT$i�� 1fi�•F�i✓''al? BUILDING II STAIRT WELL II ll SIGN Lu ( 181324-34573 )(1 EA.) Shaul 1" SERVICE 1111 W Spruce St #28 eM .4; Mid! SIDEWALK rtN BUILDING CD' N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES N5 STA 28+00± TO STA 33+00, OPEN CUT AND INSTALL 500 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. SEE BELOW 0 STA 28+53±, INSTALL NEW 4"x4"x3" TEE, GATE VALVE, (1) EA 3" R S GATE VALVE, AND CONC THRUST BLOCKING rs co 0 o ao o QN (n m> (75M C r (7) � J r r r (1) EA 4" R S. VALVE BOXES 0 STA 39+21±, INSTALL NEW 3" 45° ELBOW, (1) EA 3" 22 5' ELBOW AND CONC THRUST BLOCKING STA 39+00± TO STA 40+89±, OPEN CUT AND INSTALL 189 L.F NEW 3" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. 0 STA 40+89±, INSTALL NEW 3"x2" REDUCER, (1) EA 2" R S GATE VALVE, VALVE BOX, (1) EA 2" 45° ELBOW, AND 5 L.F 2" PVC PIPING TO SANITARY SEWER MANHOLE. GROUT NEW CONNECTION TO SANITARY SEWER MANHOLE CUT, PLUG WITH CONCRETE AND ABANDON EXISTING 3" STEEL IRRIGATION MAIN TO SOUTH 00 -59�,0018� Sl° 1a r SEE ABOVE ( 181324-3457-T/) Canterbury 1111 W Spruce St #33 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 2. ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR CLOSE IRRIGATION VALVES, REMOVE VALVE BOXES, FILL WITH SELECT BACKFILL AND PATCH WITH HMA AS REQUIRED CAP OR PLUG BLOW—OFF PIPING AS DIRECTED ( 181324-34572 ) ( 181324-34573 ) BUILDING Dale 2 EA.) BUILDING SIGN QSPHALT� G lP, UGGEO � a PAN oQ GUI IV 181324-34007 ) Lewis or\Je 1 217 S 12th Ave ,�Z�r P I w U 1 (3 EA.) • TYP SIO WALK SIDEWALK I( 181324-34008) I ( 181324-34548) ( 181324-34549 ) Yakima Vly i KL & HR LLC Lee Wade LLC 1 Hear&Spch Cntr 1 307 S 12th Ave #12 ' 307 S 12th Ave #12 11 219 S 12th Ave I (1 EA.) 1" SERVICE SIDEWALK SEE SHEET 14 0 0 N') r) N MATCHLINE 0, 0 10 20 Co 40 NEM 1 T' 1.- L..il- I.W(TIETONLDR-',Ii'i VICINITY MAP z w 3 0 10 20 (1) 40 Hulbregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING 30 c10 wens.<. a ic..rnc 1/,/ d3.oG2 to JOB NUMBER DATE. 09041 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN' 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY' MTB ENTERED BY BAA PLAN SHEET 13 OF 24 I- W IiJ v) MATCHLINE (1 EA.) 1" SERVICE Via.. HEDG HEDGE 70 S 0 Q 5+ ( 181324-34460 ) Valley Imaging Partners, LLC 314S 11th Ave LAWN u LAWN G G�COONZ NDITI� CONDITION BUILDING NEW 2" HDPE IRRIG. MAINZ ioa E P SS -Gj a N R1M 082x22'• 'r" ,aat..>a'msE , 3:®IE 1075.6± N SS S e 1,I IE. 1075 5± SU G— !UP I IV. SS SS 36+a I SS C G ST: G 2' G UP Iv BUILDING GN9 UP ( 181324-34484 ) Yakima Medical Arts Inc 1104 W Spruce St (4 EA TYP ( 181324-34482 ) 303 Medical Building LLC 303 Holton Ave IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. N5 STA 33+00 TO STA 34+45±, OPEN CUT AND INSTALL 145 L.F NEW 4" PVC PIPE REMOVE EXISTING IRRIGATION PIPE. w 0 PAINTSTRIPING (OUT) ( 181324-34480 ) Valley Imaging Partners, LLC Holton Ave c0±c COLUMN STA 34+45±, INSTALL NEW 4"x2" HDPE REDUCER -ELEC A CaBINETm 15,SS CONC COLUMN STA 34+45± TO STA 37+49±, SLIPLINE 304 L.F NEW 2" HDPE PIPE IN EXISTING 3" STEEL PIPE. STA 37+40±, INSTALL NEW 2" R S GATE VALVE, VALVE BOX, (1) EA 2" 45° PVC ELBOW AND 5 L.F 2" PVC PIPING CONNECT TO EXISTING BLOW—OFF PIPING AT SANITARY SEWER MAIN WITH FITTINGS AS REQUIRED STA 43+11±, INSTALL NEW 2" R.S GATE VALVE, VALVE BOX, AND 18 L.F 2" PVC PIPING TO SANITARY SEWER MANHOLE DEFLECT IRRIGATION MAIN WITHIN MANUFACTURER'S RECOMMENDATION GROUT NEW CONNECTION TO SANITARY SEWER MANHOLE. STA 43+11± TO STA 43+31±, OPEN CUT AND INSTALL 20 L.F NEW 2" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE Jr` SS CONC COLUMN STA 43+30± TO STA 47+00, SLIPLINE 370 L.F NEW 2" HDPE PIPE IN EXISTING 3" STEEL PIPE ( 181324-31464 ) I ( 181324-31466 ) I ( 181324-31467 ) I ( 181324-31468 ) Pulliam 1008 W Yakima Ave 2 GAS HEDGE MfTR :F141-5140/1030 Fmk] ET?' Goodman 4 S 10th Ave (TYP) KSK Management Yakima HMA Inc Corp 1010 W Yakima L., _s—ASPHALT—z__ 8 PAINT MARKINGS 91 > 8 S 10th Ave o , E'SERVICE Ob '" = PDLE 4+ sASPHALT 1 _ SASPHAL ( 181324-31469 ) Yakima HMA Inc 10 S 10th Ave K (5 EA.) TYP sASPHALTz— SER 5+00 SERVICE o IV POLE y SS G G 0 0 CONC CONC COLUMN COLUMN Im BUILDING 37+R1 �ss (3 ss TEES) sASPH0 0 ALT ❑ CONC COLUMN (OUT) ( 181324-34477 ) 315 Medical Building LLC 315 Holton Ave c0 T.�sASPHA 0 CONC COLUMN ( 181324-34033) Kokenge 11th Av S/Pine W (OUT) U rOWOU 9 0 TREE ( 181324-34476) 3 315 Medical Building LLC Pine St W/Holton Av STA 47+00, SEE SHEET 10 FOR CONSTRUCTION NOTE PROVIDE CONCRETE REPAIR PER DETAILS INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED REMOVE EXISTING GATE VALVE AND VALVE BOX PROVIDE TRENCH REPAIR, TYPE 1 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR YAKIMA HMA INC PROPERTIES, CLOSE EXISTING IRRIGATION VALVES, REMOVE VALVE BOXES, FILL WITH SELECT BACKFILL, PATCH WITH HMA AS REQUIRED AND ABANDON EXISTING SERVICE LATERAL. CONSTRUCT HMA SPEED HUMP AS DIRECTED I V. ert m sASPHALTZ. �� I V..4 TELE SERVICE 0 NE "I. PED POLE u 11 II o NO 0 0 Sr' IE 108. 1± S ss G 2' 6+00 ss 'JEW 2S5 HDPE IRRSG G z' SEE SHEET y Z LU ) TE MAIN _s-ASPHALT-z._ SSSS-8 G G 10 RE- I U6U.2 • T MARKINGS BUILD NG I ONCRETE I BUILDING sASPHAL ( 181324-31478 ) KSK Management Corp (6 EA.) 1010 W Yakima Ave TYP PAINT MARKINGS 8 _sASPHALTz sASPI1ALTz_ (2 EA.) 1" SERVICE sASPHALTz ( 181324-31473 ) Yakima HMA Inc 15 S 11th Ave ( 181324-31477 ) Yakima HMA Inc 7 S 11th Ave ( 181324-31476 ) Yakima HMA Inc 9 S 11th Ave ( 181324-31475 ) Yakima HMA Inc 11 S 11th Ave (-181324-31474 ) Yakima HMA Inc 13 S 11th Ave SEE SHEET 10 0 10 20 40 MEM VICINITY MAP 0 10 20 40 4.. Huibregtse, Louman Associates, Inc. CIVIL ENGINEEPING • LAND :URVEYING • PLANNING "00 crlh 3;.' 1 000'.±l +'(c':i•-.i W- 24-32 JOB NUMBER 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY' BAA PLAN SHEET 14 OF 24 W YAKIMA AVE (13 EA.) TYP C 181324-31441 ) Keith & Keith Funeral Hm. 902 W Yakima Ave ( 181324-31442 ) Yakima HMA Inc 12 S 9th Ave ( 181324-31443 ) Yakima HMA Inc 14 S 9th Ave ( 181324-31445 ) Yakima HMA Inc 905 W Chestnut SEE SHEET 11 sASPH AL Tz IV MARKING IVP PAINT MARKINGS P- SIGN RIM 1089:43 089. 3 IE 10829t` IV BUILDING sASPHALTz SERVICE TO HESERVICE TO 912 & 914 W 912 W YAKIMA AVE YAKIMA AVE ( 181324-31451 ) Lally Family Trust 912 W Yakima Ave 1 ( 181324-31450) Hinz 914 W Yakima Ave l HHJ a 0 a N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION. THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN GAS V VALVE VALVE -ASPHALTz N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES 0 STA 47+95f, INSTALL NEW 3"x2" REDUCER, (1) EA 2" R S GATE VALVE, VALVE BOX, (1) EA 2" PVC 45' ELBOW AND 5 L.F 2" PVC PIPING CONNECT TO EXISTING BLOW—OFF PIPING AT SANITARY SEWER MAIN WITH FITTINGS AS REQUIRED (2 EA.) 1" SERVICES HOSPITAL PARKING ENTRANCE 3' WROUGHT, GE \ c E IRON F SIDEWALK CONCRETE AWN MH **CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TREE. —5 ASPHALT Z 'i x' sA HALTz UP IV 17+0 s > t413 i SEEEM ERVIC !rt;�i��'_1':•`-.c-r.�`��'Y;. - c StI. SOIL, SAND PILE ASPHALTz SS" 55 OU Eke at..CQNCRETE..r � gat BOLLARDS _NEW: 3; TPVC-1RRIG'II`'MAIt ;� 4"'e e ( 181324-31411 ) Yakima Home Health LLC 7 S 10th Ave 6 CHAIN LINK FENCE ( 181324-31447 ) Yakima HMA Inc 9 S 10th Ave N6 STA 47+95± TO STA 52+00, OPEN CUT AND INSTALL 405 L.F NEW 3" PVC PIPE REMOVE EXISTING IRRIGATION PIPE. STA 52+00, SEE SHEET 11 FOR CONSTRUCTION NOTE. STA 55+37±, INSTALL (2) EA NEW 6" MJ 22.5' ELBOW AND CONC THRUST BLOCKING CONNECT NEW 6" PVC IRRIGATION MAIN TO EXISTING 6" PVC IRRIGATION MAIN STA 55+37f TO STA 57+00, OPEN CUT AND INSTALL 163 L.F NEW 6" PVC PIPE. STA 57+00, INSTALL NEW 6" MJ 90' ELBOW, (1) EA 6"x4" REDUCER, (1) EA 4" MJ R S. GATE VALVE, VALVE BOX AND CONC THRUST BLOCKING STA 53+29±, SEE SHEET 16 FOR CONSTRUCTION NOTE. INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED YAKIMA REGIONAL HOSIPITAL ( 181324-31502 ) HOSPITAL PARKING ENTRANCE' CONTRACTOR SHALL MAINTAIN Yakima HMA Home Health LLC ACCESS AT ALL TIMES Chestnut/10th Ave S LAWN 3' WROUGHT IRON FENCE- - r 3' WROUGHTSTEEL IRON FFNC PLATEI' SD PVC) SIDEWALK LAWN BOXES ERVICE SD #V ATE N;- ETEAD w LAWN LAWN SOLID LID CATCH 5 (/) BASINS -;1.....�,Ss .4s t-. Zs,^ki? "SS 2. . PED 1 I _ ANCHOR.. - '-T C N 41111 .COEoBO AR S1NLL DS(moi o c IGN LIGH� ASPHALT (OUT) ( 181324-31446 ) Yakima HMA Inc 10th Ave S/Chestnut off 7 SEE SHEET 11 SAW CUT TRENCH EDGES, REMOVE EXISTING ASPHALT, CONCRETE AND SUBBASE MATERIAL REQUIRED FOR PIPE INSTALLATION PROVIDE TRENCH REPAIR, TYPE 1 OVERLAY EXISTING ALLEY SECTION WITH 2" HMA (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER 0 z CLOSE IRRIGATION VALVE, REMOVE VALVE BOX, FILL WITH NATIVE MATERIAL AND PROVIDE SODDED LAWN REPAIR CAP OR PLUG ABANDONED IRRIGATION PIPING AS DIRECTED REMOVE EXISTING GATE VALVE AND VALVE BOX PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR 4111) sASPHALTz (- 181324-31452 ) Yakima HMA Inc 110 S 9th Ave EW 1" RVI SIDEWALK FIELD LOCATE NEW 1" SERVICE s SS SIGN LIGHT •r- QmP'ge" MH! SS 10" PVC RIM 108399 IE 1079 4t sASPHALT LAWN G 2' NEW= 6'-VC7-IRRIGMAIN sASPHALTz sASPHALTz N 00- sl6:.'67}00.00 W WALNUT ST W WALNUT ST 12 c **ONLY NORTH SIDE OF W WALNUT ST SHOWN UP LAWN EPVICEANCHOR POLE SIDEWALK SEE SHEET 16 sASPHALTz 2 c c 1" SERVICE TO z 912/914 WALNUT AVE 2 A SEE SHEET 17 G w 0 10 20 00 40 I• VICINITY MAP N S 0 10 20 F 40 Huibregtse, Louman Associates, Inc. IVIL ENGINEERING • LAND SURVEYING • PLANNING 30 :, I - 3L' "1.= c rC rc, W_ els ;2 JOB NUMBER 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY- BAA PLAN SHEET 15 OF 24 ZI <1 BRICK PILLAR SEE SHEET 15 3 PARKING STRIPING ( 181324-34524 ) Yakima Associates LP 206 S 10th Ave PARKING STRIPING (10 EA.) TYP RVIGE !OCEr', C��=n ...ria 6' - WOOD Vu, GATE 1,1\_- SER CE POLE 4' WOOD FENCE ON CONCRETE WA L n ch CV 10 c) 'CY (V c I(a U a)Tai >CO T13 =I 5 a) E o E >- •r'.c•:..>: •.:.: RRIG' MINE 1 — (OUT) (OUT) sASPHALTz CONCRETE „mac=kms ASPHALT SHE GJ E < a Z U 2 --Z - d cta ILA L `` cnac OZ Up_D1 = Z 0 LL w ct Z 3 HOSE BIB 12' TREE rR GI AVELU 'A+�i 112«s`uV5'.a ems. . 11 IV DIRT IV IV UP 15TALL HEDGE 0 0 OLL, J v) 0 LT w3 Lu Zo ( 181324-34428 ) Yakima Associates LP 1010 Walnut N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES SEE ABOVE St C181324-34519 ) Medical Center Properties Walnut St/11th Ave S STA 58+00 12' LT, INSTALL NEW 6"x6"x4" MJ TEE, (1) EA 6" MJ R S GATE VALVE, (1) EA 4" MJ R S. GATE VALVE, VALVE BOXES AND CONC THRUST BLOCKING STA 58+32 12' LT AND STA 58+61±, INSTALL NEW 4" MJ 22.5' ELBOW AND CONC THRUST BLOCKING CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN TO NORTH STA 58+00 12' LT TO STA 67+20, OPEN CUT AND INSTALL 920 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED ( 181324-34521 ) (2 EA.) Yakima Valley 1" SERVICE Memorial Hospital 1 (N8) 302 S 10th Ave ©DRYWELL sASPH4LTz PARKING STRIPING ( 181324-34431) ( 181324-34432 ) Heiser Salinas 306 S 10th Ave 308 S 10th Ave sASPHALTz SEPCLRV E CE rr I IV SP7igiU r... uou 7 Kf^2 us . i 3ax'all�rsfi t if..§7,- pavot� glo._-a t.5 ;I +S .:� writ '�i .-w,z¢r! ,nacu•laiiroa�_ swM1` SERV! T1 GARAGE GRAVEL Iv MATCHLINE W ( 181324-34442 ) Gibbons Pharmacies LLC 301 S 11th Ave SPHALT STRIPING ( 181324-34422 ) Palesch 213 S 11th Ave PARKING STRIPING (OUT) 1 181324-34532 ) ( 181324-34533 ) Moss Kerns 215 11th Ave S D 215 S E 11th Ave SEE BELOW MATCHLINE SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 2. ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR CLOSE IRRIGATION VALVE, REMOVE VALVE BOX, FILL WITH SELECT BACKFILL AND PATCH WITH HMA AS REQUIRED STA 58+00, EXPOSE EXISTING TEE AT 6" PVC MAIN CONTRACTOR SHALL ABANDON TEE AS DIRECTED BY THE ENGINEER ( 181324-34433 ) Coughlin 310 S 10th Ave GARAGE ( 181324-34434 ) Fleck 312 S 10th Ave GRAVEL SIVPc,GARAGEI I GARAGE Li SERV Ct P j�{ �: 'WORM. R`M. �}�'•'�`sem«>3;413t�,�R�.3'`a�d,5..�.TAiL)w�'ti PVC IRffai. ( 181324-34435 ) Cole 314 S 10th Ave (8 EA.) TYP ,j vcn)+3o-..® ,a:' 3 + sQ'SPHAi6T:•z==. iy c' W.OD- FENCE - BRICK IV LAWN z_ 4' CHAIN LINK FENCE BUILDING METER5 .1EACR (OUT) ( 181324-34441 ) Heiser 305 S 11th Ave EE TREE R DRYWELL ( 181324-34440 ) Sahr 307 S 11th Ave 5,- 5 GAS z1METERS 1 ( 181324-34438 ) 11th & Pine Professionals 311 S 11th Ave _5-ASPHALT-a- (OUT) ASPHALTz (OUT) ( 181324-34436 ) 11th & Pine Professionals 315 S 11th Ave SEE SHEET 17 O N + CO 1- MATCHLINE 0 10 20 CO 40 MEI VICINITY MAP 0 10 20 40 MIN Huibregtse, Lotman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING':: • PLANNING ,:•II V l.5 OY�: ,I. W- JOB NUMBER. 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY ENTERED BY MTB BAA PLAN SHEET 16 OF 24 SEE SHEET 1 0 + co N MATCHLINE ai a) 0 cd SERVIC I POLE -I - ( 181324-34443 ) Oaks 402 S 10th Ave ( 181324-34444 ) Lee 404 S 10th Ave ( 181324-34525 ) Lee 1005 Tieton Dr uJ 0 S6 G Cr) 0 RAGE s w PARKING 5.F ' CHAIN a STRIPING-SASPH4LTz INC CONCRETE IV GRAVEL FENCE I (0 1 - 1 ` �SE^vICEAN GH(lR I _ a (3 M:STEEL��; oo ? t =.w ; �wS ` (3..I AEEL) ✓ Vi Ay':C•lE`vJ4.?V-IR RIG^ilvf' ItJSxu ss e's.. ss ss �"r-ri. �r.� 't ;per. � .rxa•:.: .Y��T'�•- TiZ A. ."rt• 1'' i. ig..x ntt,-Y: fu -•"�a11G-" z. v'.�;tv"i E r: .�. l �'-` ';.., - ,�•y.-s,;._ � z, }.1A4CN14P-.N(4;MI�R.B :aMe.-�� �I.V<i�t S3�_�,. '�',•�•,����-.a.���,„��®k'�±+.�i�-'`•ii _S- 1\4:1 1\�H¢SEI- 6 ' I 6' CHAIN BIB rIN IGARAGEI LINK GATE I GARAGE 1 FENC 1 Ft o= UP N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. z NEW 4" PVIF VJ z 0 `ioif2 sr BUILDING • I OD _ • e 0) Ian 0 SSRIM- 177 E. SPH AL Tz ( 181324-34450 ) Henry 401 S 11th Ave (5 EA.) TYP UTILITY VAULT N5 STA 67+20 TO STA 69+48±, OPEN CUT AND INSTALL 228 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. 0 STA 68+22±, INSTALL NEW 4"x4"x2" TEE, (1) EA 2" R S. GATE VALVE, (2) EA 4" R S. GATE VALVES, VALVE BOXES, AND 2" PVC PIPING TO SANITARY SEWER MANHOLE REMOVE EXISTING VALVES AND BLOW -OFF PIPING TO MANHOLE 0 STA 69+48±, INSTALL 4"x3" REDUCER AND 3" PVCxSTEEL COUPLING TO PROVIDE A LEAK PROOF CONNECTION TO EXISTING 3" STEEL IRRIGATION PIPE TO SOUTH 0 STA 67+82± TO STA 67+87±, SAWCUT AND REMOVE RAIL TRACKS WIDTH OF TRENCH N9 STA 71+00 TO STA 75+50, OPEN CUT AND INSTALL 450 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. (181324-34420 ) 9th Ave Apartments LLC 202 S 9th Ave a � mo 0 = ZSERVICE 3 R POLE BUILDING IV ( 181324-34421) 1 ( 181324-34504 ) Martinez Lopez 206 S 9th Ave 208 S 9th Ave (181324-34449 ) Roy 1011 Tieton Dr INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR STA 71+00, SEE SHEET 15 FOR CONSTRUCTION NOTE (181324-34505) I ( 181324-34506 ) 1 ( 181324-34507 ) Lewis 210 S 9th Ave I I NE;WW�4;�PNCk IRRIG 1 GARAGE 6' WOOD FENCE 6' CHAIN LINK IL"- V FENCE G RAGE ow V CONCRE 0 u� GV'AGE I I I GARAGE _ X 'J. .z `x'• f.•�R.,.�._.�..w-3:"H N•.r DS EEL I a� _0 ..NE FVCIf� IG.MAIaoi aRossl Wells Fargo Bank 212 S 9th Ave (17 EA ) TYP Sumerfield 214 S 9th Ave ( 181324-34508 ) Ramirez 216 S 9th Ave 6' WO D FE NC GARAGE SEE SHEET 15 0< -1- 0W 0 UL.) U z 5 Q > 4 3- (1 EA)^N 1" SERVICE°' z - w 4 000 BUILDING 0 FENCE ON CONC WALL ( 181324-34517 )1 Family Legacy Properties LLC 9_10_ Walnut Ave ( 181324-34518) AA 12/914 Walnut v IVLAWN 6 BUILDING sGRAVELTL- sPOL[E • Iv 6 CHAIN N LINK GATE + SERVICE OVERHANG AND fI POLE 6' CHAIN LINK FENCE IV GRAVEL CONCRETE ( 181324-34516 ) Brown 203 S 10th Ave ( 181324-34515) ( 181324-34514 ) ( 181324-34527 ) Truhler 205 S 10th Ave Walker 207 S 10th Ave Walker 209 S 10th Ave CONCRETE Io1- F 1LLI ( 181324-34512 ); SEE SHEET 17 ( 181324-43509 ) Mancera 302 S 9th Ave ( 181324-43510 ) Whiting 304 S 9th Ave ( 181324-43511 ) Eken 306 S 9th Ave ASPHALT GARAGE [, CONCRETE WOOD 6' WOOD FENCEI a FENCE I MATCHLINE ;STEELc .,. 6+0 SS ( 181324-43512 ) Grenz 308 S 9th Ave (16 EA ) TYP 6' WOOD GRAVEL _11 ARAC FENCE / IV ETIRTErrt ( 181324-43513 ) Prickett 310 S 9th Ave HEDG *p11, ( 181324-43514 ) Rojas 312 S 9th Ave 4' CHAIN LINK FENCE � GARAGE 78+0 G G RI't 1080 27 772 83 10 1072 4 t'sVC IRRIG. Gs TN— S —SGRAVELz— SERVICE P S}i IV I SERPOLE r5-` IAL _5 AVEL ..IV 68 I 5 G G G SS ss —ST -GRAVEL -7— SS SS 1' iSER POLELO GARAGE 11V PA 5'WOOD TV NCE 5—AS HALT— PARKING STRIPING ( 181324-34408) ( 181324-34407 ) 1 (181324-34406) ( 181324-34405 ) ( 181324-34404 ) Islamic Ctr of Yakima et al 301 S 10th Ave 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. SEE ABOVE MATCHLINE Islamic Ctr of Yakima 303 S 10th Ave Walker Masters Danielson 305 S 10th Ave 307 S 10th Ave 309 S 10th Ave STA 75+50 TO STA 84+20±, OPEN CUT AND INSTALL 870 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. STA 80+77± TO STA 80+82±, SAWCUT AND REMOVE RAIL TRACKS WIDTH OF TRENCH STA 84+20±, CONNECT TO EXISTING 4" STEEL IRRIGATION MAIN TO SOUTH WITH 4" PVCxSTEEL COUPLING TO PROVIDE A LEAK PROOF CONNECTION STA 81+20±, INSTALL NEW 4"x4"x2" TEE, (1) EA 2" R S GATE VALVE, (2) EA 4" R S GATE VALVES, VALVE BOXES, AND 2" PVC PIPING TO SANITARY SEWER MANHOLE REMOVE EXISTING VALVES AND BLOW -OFF PIPING TO MANHOLE. ( 1 81 324-4351 7 ) Peterson 402 S 9th Ave ( 181324-43518 ) Hawes 404 S 9th Ave (14 EA.) TYP ( 181324-43519 ) Hawes 406 S 9th Ave ( 181324-43515 ) Leslie 314 S 9th Ave 6' WOOD FENCE ( 181324-43516 ) Collins 316 S 9th Ave 4' CHAIN LINK IV IFENCE GARIAGE SS _S GRAVELzs BOTH SERVICES TO _5 ASP/ — HAI -T -7 I IV /907/W POE CE POLEE S PARKING STRIPING DRYWELL ( 181324-34403 ) Wing Properties LLC 311 S 10th Ave o Q I ( 181324-34401 ) W I Wing Properties O 5� D-� (35) LLC 907 W Pine St ( 181324-34400 ) 1 315 W 10th Ave 1 I I INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED PROVIDE TRENCH REPAIR, TYPE 2. ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR STA 76+09± TO STA 80+49± AND STA 81+11± TO STA 84+45±, PROVIDE GRAVEL SURFACE REPAIR FULL WIDTH OF ALLEY ( 181324-43520 ) Kaps 408 S 9th Ave ( 181324-43521 ) Karnes 410 S 9th Ave I I 1 ( 181324-43522 ) St George 412 S 9th Ave CoQ c ri WOOD FENCE d GATE X—, 4' WIRE TRs 'FENCEI EE ASPHALT _5 ASPHALTl SEF VICE IV =9L= GARAGE IV GARAGE LA1 CONCRETE II, 4 STEEL) GRAVEL SERVICE ERVICE TATE GARAGE 15' WOOD FENCE TREE r A TE ERVI POL 1-57W00 FENCE 5' W FEN OA E 4' CHAIN LINK FENCE IV _sASPHALTz— Huibregtse, Louman Associates, Inc. CIVIL ENGINEEPING • LAND SUPVEYING • PLANNING 301 11' '_ - F i.s 4.7c:rc W- 10 (181324-43529 ) ( 181324-43528 Strid Martinez 401 S 10th Ave 403 S 10th Ave ( 181324-43527 ) St Martin 405 S 10th Ave C181324-43526 ) Miller 407 S 10th Ave ( 181324-43525 ) Hawes 409 S 10th Ave ( 181324-43524D Wick 411 S 10th Ave / JOB NUMBER: DATE. 09041 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A SEE BELOW L z U 1— a 0 10 20 40 1 4W::TIETONFOR=='rr-1 ! VICINITY MAP 0 10 20 40 CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY BAA PLAN SHEET 18 OF 24 SECURITY GATE ( 181324-314283)' Yakima HMA Inc 110 S 9th Avie LAWN BOxE CON PAD LAWN S a. 85+00.00 SPHALT — (1 EA.) ( 181324-42494 ) 1" SERVICE Yakima HMA Inc 8th Ave S/Walnut St LIGHT BA BARK itPLANTER 6 70 Sto. 101+01.0 _5 ASPHALTz G G 2' H=' cn _s -ASPHALT -z -- ,R ASPHALTz, cDOVER CONCRETE, CONTRACTOR TO f' VERIFY 43—G-12" G w pa _5-- LAWN _ LAWN OD CONDIT W ra Y I 1 ;S LAWN TR .102+00 �',N; s:i�I,a59F,SF1.i15tBB NEW;'14713"WIRRIG YM NI sASPHALTz OVER CONCRETE, CONTRACTOR TO VERIFY rSCONCRETEz SIDEWALK 0 SEE BELOW 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. EE ABOVE G ( 181324-43530 ) Schubert 202 S 8th Ave GARAGE N5 LAWN 3 SIGN -,- ,J (n U") G SIGN Y Y'LAWN LAWN QI 9' Wt J l 0 LAWN SO_ID LID {CCB—_SIG _S-CWONCRETEZ— VW / w !ea BRY es ( 181324-42502 ) Next Step Housing 711 W Walnut St a LAWN WEE W 8 W '__s -ASPHALT -z_ OVER CONCRETE, TRACTOR TO VERIFY G G 2' G G G 12' W WALNUT ST - 3' CONCRETE BLOCK WALL BEHIND 6' WROUGHT IRON FENCE I ASPHALT 1 1 LAWN BOX SIDEWALK T4 “EP GOOD __ LAWNCONDITIONTIO W W 04+00v t .28 'NEW°`62TPVC-71RRIGAMATNF`-'"9" STA 101+00, INSTALL NEW 6" MJ 90' ELBOW, (1) EA 6"x4" REDUCER AND CONC THRUST BLOCKING CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN TO NORTH STA 101+00 TO STA 104+78±, OPEN CUT AND INSTALL 378 LF NEW 6" PVC PIPE. 0 STA 104+78±, INSTALL NEW 8"x8"x8" MJ TEE, (1) EA 8"x6" REDUCER, (1) EA 6" MJ R S GATE VALVE, (1) EA 8"x4" REDUCER, (1) EA 4" MJ R S GATE VALVE, VALVE BOXES AND CONC THRUST BLOCKING 0 STA 85+67± TO STA 90+25, OPEN CUT AND INSTALL 458 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. 0 STA 86+20±, INSTALL NEW 4" MJ R S GATE VALVE AND VALVE BOX ( 181324-43531) 1 ( 18132443532 ) Lang Grandmason 204 S 8th Ave 206 S 8th Ave 8' SERVICE TO 208 S 8TH AVE WOOD FENE� N5 SE • CE POLE HOUSE 6' WOOD FE ( 181324-43546) ! 208 S 8th Ave 11 ( 181324-43545 ) Kleyn 208-S 8th Ave NEW SERVICE TO Iw 6 208 S 811-IAVE OVERHANG z %HOUSE STEEL POST®S +i 0 98 aa -X88 s i ; s'"_' '�(x, + `�. SEE SHEET 21 3' CEE LAWN W /� �/ W .16 Tm� z 78 SIDEWALK LAWN mal sASPHALTz ry OVER CONCRETE, 0 CONTRACTOR TO VERIFY BARK CONC ti N N co o 112+79.62= 'St.. 104+77 49 a0 w - ' ASPHALT U z O , DEWALK SHEET 21 c 0 1 4) L ± ASPHALT8_ + OVER CONCRETE, CONTRACTOR TO VERIFY SEE INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS. CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR ( 181324-43534 ) Harris 210 S 8th Ave I I 1 ( 181324-43535) I Scott 212 S 8th Ave UP ARPORT LAW BO ( 181324-43536) 1 ( 181324-43537 ) Hoffman Strew 214 S 8th Ave 216 S 8th Ave 8 L.2 6' WOOD IV GATE GARAGE RVI E Mit2fW 0 OVERHANG IV STEEL POSTS GRA n 0 U IV` GARAGE IV1 GARAG V UP -1 n ( 181324-43544 ) Richardson Walnut Ave W/9th Ave Huibregtse, Lotman Associates, Inc. C IVIL ENGINEERING • LAND 'SURVEYING • PLANNING 3,, ,G -IP . 1.= 'GYc :vr.G W- _,:Yi.2 ELte ( 181324-43543 ) Goeckler 203 S 9th Ave ( 181324-43542 ) Hammer 207 S 9th Ave (18 EA) 1 ( 181324-43541 ) TYP N10 Mckinley 209 S 9th Ave v 4' WIRE FENCE iv UPS 4' WIRE SERVICE TO FENCE 807 S 8TH AVE o > ~=I SERVICE TO 213 S 9TH AVE ( 181324-43539 ) Trusley 807 W Spruce St ( 181324-43540 ) 213 S 9th Ave JOB NUMBER' DATE. 09041 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A u N Ld 1 1324-43538 ) 215 S 9th Ave SEE SHEET 20 tn N + 0 01 (1 N MATCHLINE 0 10 20 40 VICINITY MAP 18, 0 10 20 co 40 MEM CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY' BAA PLAN SHEET 19 OF 24 SEE SHEET 19 STA 90+25 MATCHLINE LJ ( 181324-43477 ) Warnstadt 302 S 8th Ave ( 181324-43478 ) Salazar 304 S 8th Ave ( 18132443479 )1 ( 18132443480 ) Schroeder Owens 306 S 8th Ave 308 S 8th Ave HOUSE . °I SERVICE METER GAS POI F doe SERVICE 6' CHAIN LINK V POLE ENCS z N 07900' � 3 IV —5 LAWNz ttBUILDING IV 6' CHAIN H LINK FENCE < 6' HFIN E IV ,0 LINK CF C C2O IRR(. MA N'j_. , '� SS' 6 5 Bp's! 9("k'1d.`,'�a� �w�'s'}��i�"a�'-s:•� cn I V 1400 ( 181324-43481 ) RKP Investments LLC 312 S 8th Ave �w OVERHANG o3� CONCRETE BELOW 8 z I 5i ,, .o �. '.I•Vx5t".r (16 EA.) TYP OVERHANG CONCRETE BELOW ( 181324-43484 ) Meloeny 316 S 8th Ave V FENC 4' WOODE TELPEDE a GA AGE 0 J L, J LC- w w (f) 0 > CHAIN XLINK6' 46A F1A LINK GATIN E P FENCE IV 5' WOOD II FENCE W GARAGE W '' rr'( 181324-43556 ) First Corinthian 13 First Corinthian 13 Church Inc Church Inc 301 S 9th Ave 301 S 9th Ave ( 181324-43555 ) N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES 0 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES SEE ABOVE MATCHLINE X z IV 6 CHAIN LINK F NCE :: YWELL V LAWN/ NEW SERVICE TO NEW SERVICE TO 313 S 9TH AVE 313 S 9TH AVE ( 181324-43491 )1 ( 181324-43490 ) ( 181324-43489 ) I ( 181324-43488 ) Dodge 305 S 9th Ave Contretas 307 S 9th Ave Mendez 309 S 9th Ave N5 STA 90+25 TO STA 99+62±, OPEN CUT AND INSTALL 937 L.F NEW 4" PVC PIPE. REMOVE EXISTING IRRIGATION PIPE. N6 STA 95+43± TO STA 95+48±, SAWCUT AND REMOVE RAIL TRACKS WIDTH OF TRENCH 0 STA 95+85±, INSTALL NEW 4"x4"x2" TEE, (1) EA 2" R S GATE VALVE, (2) EA 4" R S. GATE VALVES, VALVE BOXES, AND 2" PVC PIPING TO SANITARY SEWER MANHOLE. REMOVE EXISTING VALVES AND BLOW—OFF PIPING TO MANHOLE 0 STA 99+62±, CONNECT TO EXISTING 4" STEEL IRRIGATION MAIN TO SOUTH WITH 4" PVCxSTEEL COUPLING TO PROVIDE A LEAK PROOF CONNECTION 0 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED ( 181324-43494 ) 1 Thorpe Thorpe 402 S 8th Ave 404 S 8th Ave ( 181324-43495 ) ( 181324-43496 ) ( 181324-43497 ) Bethlehem LutherarrBethlehem Lutherarj Church Church 406 S 8th Ave 408 S 8th Ave (16 EA.) TYP CONCRETE GARAGE VCONC/ WOOD 00D FENCE GARAGE CONCRETE sGRAVEL -z— a IV Brockway Holding LLC 311 S 9th Ave ( 181324-43406 ) Brockway Holding LLC 313 S 9th Ave 313 S 9TH AVE EXISTING SERVICES, CLOSE IRRIGATION VALVES, REMOVE VALVE BOXES, REMOVE EXISTING HOSE BIBS, FILL WITH NATIVE MATERIAL, CAP AND ABANDON EXISTING SERVICE LATERAL AND INSTALL NEW SERVICE CONNECTIONS AT LOCATIONS SHOWN, OR AS DIRECTED BY THE ENGINEER SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 2. ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR ( 181324-43498 ) Bethlehem Lutheran Church 801 Tieton Dr —3BUILDING z-- SERPOLEE VIC UP z G W 1 Z E IE 1069 ,EELit 5'4 %SP 'ACTS ,yy G G„ z UP 5' CHAIN LINK FENCE LAWN V CONC 'ETEI 5 GRAVEL GARAGE I (PAVERS CONC CONC GARAGE HOUSE ( 181324-43507 ) ( 181324-43506 ) (.181324-43505 ) I ( 181324-43504 ) Rodriguez Schweyen Cousart Schuknecht 401 S 9th Ave 403 S 9th Ave 405 S 9th Ave 407 S 9th Ave ( 181324-43503 ) Johnston 409 S 9th Ave ( 181324-43502 ) Mendoza 411 S 9th Ave a V I 6' WOOD FENC I x w a 1— • +0 V, IRRIG MN SS 5 (-1J O D a;GAR( rVF�Fs� PGRPAVE5WIi�AS1iz�i ,FENCE SERVICE TO0 SERVICE TO 807 TIETON DR 805 TIETON DR 6 ( 181324-434933 Everitt 805 Tieton Dr ( 181324-43499 ) Bailey 807 Tieton Dr 3' WOCID� UP FENC a ROCK,, a- 1 1 MATCHLINE 0 0 w + 0 V(q 1-- RIM: 1075 SS IE 1065 5:36N 0_ IN 0 10 20 0 40 VICINITY MAP 0 10 20 40 Huibregtse, Louman Associates, Inc. CIVIL ENGINEEPING • LAND SURVEYING • PLANNING 35 .✓I1 ?v= .I,5 4 Yr. W- 36' - - 33.;_ ±55-355_ JOB NUMBER 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN: 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY MTB ENTERED BY BAA PLAN SHEET 20 OF 24 ( 181324-42463 ) First Presbyterian Church 9 S 8th Ave ( 181324-42464 ) First Presbyterian Church 10 S 7th Ave ( 181324-42465 ) First Presbyterian Church 9 S 8th Ave 7 sASPHALT ( 181324-42466 ) First Presbyterian Church 9 S 8th Ave TZ r1EW 2 HDP IRRIG. MAIN106+00 3•• S EEL) —�EEH6 SE 3 0 UN nn on o O0 + PE IRRIC +00wT ( 181324-42470 ) Granada Propertier of Yakima LLC 102 S 7th Ave PARKING STRIPING \ C CRE NEWW 8 P4V,C IRIIC M C(VCRE\TE 1 181324-42471 )I Eslinger 106 S 7th Ave TELE PED, ( 181324-42472 ) Armstrong Rentals LLC 108 S 7th Ave BUILDING S VTa„� e'J -s-ASPHALT-z__ BUILDING FENCE GAS MFTFR BUILDING is BUI DING WOOD FENCE ON CONCRETE WALL U IV CONC Iv vl ( 181324-42469 ) First Presbyterian Church 9 S 8th Ave (TYP) N1 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN N2 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER N3 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES. 0 STA 105+15±, INSTALL (1) EA 2” R S. GATE VALVE, VALVE BOX, AND 2" PVC PIPING TO SANITARY SEWER MANHOLE REMOVE EXISTING VALVES AND BLOW -OFF PIPING TO MANHOLE. SEE ABOVE O 0 a 1- (n MATCHLINE ( 181324-42473 ) Armstrong Rentals LLC 110 S 7th Ave aH LAWN 1 ( 181324-42474 ) Eslinger 112 S 7th Ave 4' CHAIN LINK AWN up FENCE 18( g11`s06 a GRAVEL ( 181324-42475 ) Young 114 S 7th Ave ISHED,�L SPED GRAVEL ?co< IV 0J ( 181324-42468 Community Presbyterian Ch 13 S 8th Ave E 181324-42467 ) First Presbyterian Church of Yakim 15 S 8th Ave SHEET 11 0 STA 105+15± TO STA 108+00±, SLIPLINE 285 L.F NEW 2" HDPE PIPE IN EXISTING 3" STEEL PIPE N7 STA 108+00±, SEE SHEET 11 FOR CONSTRUCTION NOTE .N8 STA 108+00± TO STA 112+80±, OPEN CUT AND INSTALL 480 L.F NEW 8" PVC PIPE. 0 STA 112+80±, SEE SHEET 19 FOR CONSTRUCTION NOTE STA 112+80± TO STA 116+00, OPEN CUT AND INSTALL 320 L.F NEW 4" PVC PIPE. INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED CUT, PLUG WITH CONCRETE AND ABANDON EXISTING IRRIGATION MAIN TO EAST AND WEST CLOSE IRRIGATION VALVE, REMOVE VALVE BOX, FILL WITH SELECT BACKFILL AND PATCH WITH HMA AS REQUIRED ( 181324-42476 ) Garrison 116 S 7th Ave LAWN = z GRAVEL 0 .o' Ld> 0 O uQ U� S 0 0_ 0_U O CG U w< >o- oz ,1 • 0 0 _. 3+0 . z 1 N EW 8 P_AVIRRfG1I IN LM Im OZ4tZASPF�ALT?, I I cL 0 <UP ( 181324-42481 ) Hanson 702 W Walnut Ave (OUT) FENCE r LAWN wa GE w O > '- 0 NEW SERVICE TO 00 1,1 co 712 W CHESTNUT AVE w m w Q( 181324-42480 ) 5 3 3Armstrong Rentals LLCM s Z ^ 712 W Chestnut Ave 181324-42479 ) 101 S 8th Ave IV 6' WROUGHT r- 0 c (y0 J i z. N E (h � co IRON FENCE (15 EA.) TYP 712 W CHESTNUT AVE EXISTING SERVICES CONNECTED TO 101 S 8TH AVE SERVICE, REMOVE EXISTING HOSE BIBS, ABANDON EXISTING SERVICE LATERAL AND INSTALL NEW SERVICE CONNECTION AT LOCATION SHOWN, NEW SERVICE RISER AND NEW HOSE BIB OR AS DIRECTED BY THE ENGINEER CONNECT 101 S 8TH AVE EXISTING SERVICE PIPING TO NEW SERVICES WITH FITTINGS AS REQUIRED SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PROVIDE TRENCH REPAIR, TYPE 1 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR PROVIDE TRENCH REPAIR, TYPE 2 ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR REMOVE EXISTING GATE VALVE AND VALVE BOX. I I 1 ( 181324-42482 ) 1 Hanson 202 W 7th Ave ( 181324-42483 ) Yakima School #7 7th Av W/Walnut Av BUILDING GAS TELE V MET R PED BOLfARDS• GRAVEL IV BLDG PED sASPHALT z 6"x6" BOLLARDS ?Cpr��»:NEVJr�4; RIG. MAIN UP� CONCRETE C 181324-43429 ) Capitol Hill Property LLC 210 S 7th Ave 5 GRAVEL z— U z O U SEE BELOW 0 10 20 40 MEI MATCHLINE SEE SHEET 22 0 O 15+00 TELE PED OVERHANG - PARKING, AS HALT BELOW ( 181324-42502 ) Next Step Housing 711 W Walnut St (17 EA.) TYP My Huibregtse, Louman Associates, Inc. CIVIL EI`1GINEEPING • LAND SURVEYING • PLANNING 3CS No:it. - 4' 0 4:•5,,i•nc W- cv' uF`-36C_ V CONCRETE OVERHANG - PARKING, CONCRETE BELOW V SHE O GARAGE 0 U ( 181324-42424 ) ( 181324-42485 ) Means Dorn 710 W Walnut St 203 S 8th Ave ( 181324-42484 ) Alvord 205 S 8th Ave JOB NUMBER: 09041 DATE. 08-30-10 sGARAGEz ( 181324-43551 ) Orona Schatz 207 S 8th Ave 207 S 8th Ave ( 181324-43547 ) FILE NAMES. DRAWING. SHEETS.dwg PLAN- 09041 dwg PROFILE. N/A N 03 0 (— N w z 2 0 H- a VICINITY MAP (v 0 10 20 co 40 — CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS MIM REVISION DATE DESIGNED BY- MTB ENTERED BY BAA PLAN SHEET 21 OF 24 SEE SHEET 21 0 0 + Q MATCHLINE ( 181324-43429 ) Capitol Hill Property LLC 210 S 7th Ave j CONCRETE \Ui J f'II flr�s��� rii_Yg SLE: HOU± GAY �€E —5 -GRAVEL ( 181324-43430 ) Yakima School #7 Spruce Av/7th Av S sASPHALTz OLLARDS C RB Iv_`;— ® N.:..,_�...�i '� 4= STEEL ` 3�' STE L14: I ir7+.00� )s� S _ � a NEW%F„gPVQ:IRRIGkMAINcc; w 0 IV x`' TELE 6 CHAIN LINK tt FENCE ,S ( 181324-43432 ) Community of Christ 213 S 8th Ave BUILDING JIPLNTR\-C01�1CRETEZ 0 ( 181324-43431 ) Reorganized Ch Jesus Christ LDS 707 S Spruce Ave PARKING STRIPING �;;Wt;NEWE.43 PVC IRRIQ.{M41N syASPFiALT 0 IRRIGATION MAIN AND SERVICE LOCATIONS HAVE BEEN TAKEN FROM EXISTING CITY RECORDS, AND MAY VARY FROM THE ACTUAL FIELD LOCATION THE CONTRACTOR SHALL VERIFY EXISTING IRRIGATION MAIN SIZE AND MATERIAL, AND SERVICE LOCATIONS PRIOR TO CONSTRUCTION NOTIFY THE ENGINEER IF IRRIGATION MAIN SIZE OR MATERIAL DIFFERS FROM THAT SHOWN 0 PROVIDE SURFACING REPAIR AT ALL EXCAVATION LOCATIONS, AS APPROVED BY THE ENGINEER SURFACE REPAIR TYPE SHALL MATCH EXISTING CONDITIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER 0 SANITARY SEWER MAIN AND SIDE SEWER SERVICE LOCATIONS WERE TAKEN FROM CITY UTILITY MAP RECORDS AND MAY NOT REFLECT ACTUAL LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENT RESULTING FROM DAMAGE TO THE SEWER MAIN AND SERVICES FROM THE CONTRACTOR'S ACTIVITIES N4 THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM RESIDENCES AND BUSINESSES AT ALL TIMES SEE ABOVE 0 LD + Z Sali o 1 707 S Pine Ave ( 181324-43446 ) 2 , 315S8thAve ' ( 181324-43444 ) 1Yakima School Dist #7 705 S Pine Ave PARKING STRIPING ( 181324-43455 ) Nelson 402 S 7th Ave P LAWN ow u wQ U > EC CO w (/2 CO , 0` z� AIN IV ENCE UL •HKySIkN�_I�CN.0 �>I\/� 'GA TE 6' CHAIN HOUSE LINK FENCE SERVICE TO 708 W SPRUCE AVE ( 181324-43454 ) Stone 708 W Spruce Ave ( 181324-43453 ) ( 181324-43407 ) Yakima School #7 302 S 7th Ave (OUT) sASPHALTz PARKING STRIPING 1( 181324-43442 ) lilakima School Dist No 7 314 S 7th Ave (OUT) SEE BELOW PHAL1 4%40 UP ` --I „e0P zo+ooh• HA . V SEROCE IV POLE _s-LAM/N' -- GARAGE ( 181324-43452 ) ( 181324-43451 ) Low Torres 303 S 8th Ave 305 S 8th Ave 301 S 8th Ave . I N5 STA 116+00 TO STA 126+97±, OPEN CUT AND INSTALL 1,097 L.F NEW 4” PVC PIPE REMOVE EXISTING IRRIGATION PIPE. N6 STA 122+56± TO STA 122+61±, SAWCUT AND REMOVE RAIL TRACKS WIDTH OF TRENCH 0 STA 122+97±, INSTALL NEW 4"x4"x2" TEE, (1) EA 2" R S. GATE VALVE, (2) EA 4" R S. GATE VALVES, VALVE BOXES, AND 2" PVC PIPING TO SANITARY SEWER MANHOLE. REMOVE EXISTING VALVES AND BLOW -OFF PIPING TO MANHOLE 0 STA 126+97±, CONNECT TO EXISTING 4" STEEL IRRIGATION MAIN TO SOUTH WITH 4" PVCxSTEEL COUPLING TO PROVIDE A LEAK PROOF CONNECTION N9 INSTALL NEW SERVICE CONNECTION AT EXISTING SERVICE LOCATIONS, OR AS DIRECTED BY THE ENGINEER SEE DETAILS CONNECT TO EXISTING SERVICE PIPING WITH FITTINGS AS REQUIRED ( 181324-43456 ) Pryor 404 S 7th Ave ( 181324-43457 ) Wilson Real Estate LLC 406 S 7th Ave HOUSE ( GARAGE IV I CONCRa TE GRAVEL TELE PED ( 181324-43458 ) Brendale 408 S 7th Ave 6' WOOD FENCE rI v sj ( 181324-43450 ) Martinez 307 S 8th Ave CONCRETE GARAGE IV (12 EA.) TYP. E 181324-43449 ) I ( 181324-43448 ) Schuler Hammons 309 S 8th Ave 311 S 8th Ave _sASPHAL ( 181324-43447 ) Hammons 313 S 8th Ave SAW CUT ALLEY EDGES AND REMOVE EXISTING ASPHALT AND SUBBASE MATERIAL REQUIRED FOR RECONSTRUCTION OF THE ALLEY SECTION WITH 2" HMA AND 2" CSBC (SEE DETAIL) SEQUENCE OF MATERIAL REMOVAL AND REPLACEMENT SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER STA 122+74± TO STA 127+09±, PROVIDE GRAVEL SURFACE REPAIR FULL WIDTH OF ALLEY REMOVE EXISTING GATE VALVE AND VALVE BOX. PROVIDE TRENCH REPAIR, TYPE 2. ALL TRENCH PAVEMENT EDGES SHALL BE NEAT LINE CUT PRIOR TO REPAIR ( 181324-43459 ) Dufault 410 S 7th Ave TELE PED.! GARAGE ( 181324-43460 ) Hanford 412 S 7th Ave GARAGE CONC ><GATE HOUSE ( 181324-43461 ) Cantu 414 S 7th Ave GARAGE ( 181324-43463 ) 0 ow OU 3w Bacchus 705 Tieton Dr 0 ED • HOUSE AANN 5V 25+00 6' WOOD FENCE SERVICE TO 707 W PINE AVE ( 181324-43445 ) IG» G I— Y A v, < LU z 0_ LAWN G — ' RIM 1 75 95 IE 10 71t NT uT1 plus , I V SERVICE POLE _5 -GRAVEL -0— OL GRAVEL -0 - ( 181324-43469 ) Unity Church of the Valley 401 S 8th Ave OL PLANTER IV SS GRAVEL GRAVEL — (19 EA.) TYP /2'0 TREE S sASPHALTz ( 181324-43468 ) Bethlehem Lutheran Church 801 Tieton Dr z 126+00 Cmc m L ELEU P PED O1 ss NEW 4" PS C G G SERVICE POLE,, _. sASPHALTz ( 181324-43467 ) Bethlehem Lutheran Church 411 S 8th Ave I IRIR I G. 2' G GRAVEL sERPOvlLEcc iawh IV GARAG IV CONCRETE a�— sGRA VEL Z . 707 E LAWN 0 ( 181324-43466 ) Bethlehem Cartegena Lutheran Church 707 Tieton Dr SERVICE TO ( 181324-43465 ) 413 S 8th Ave ( 181324-43464 ) ! 415 S 8th Ave L 3 0 0L sE 0 0 10 20 co 40 I- 0 0 W� RIN IE a 0 V, VICINITY MAP 2 0 10 20 GO 40 Huibregtse, Louman Associates, Inc. CIVIL ENGINEERING • LAND SUPVEYING • PLANNING i, ..; Ih- w.rl.s+(c, W- 772 fro JOB NUMBER 09041 DATE. 08-30-10 FILE NAMES. DRAWING. SHEETS.dwg PLAN. 09041 dwg PROFILE. N/A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY ENTERED BY MTB BAA PLAN SHEET 22 OF 24 LENGTH VARIES SEE PLAN w z J FINISHED / GRADE RIGATION MAIN NOTE. VALVE 80X TYPE VARIES USE TYPE 1 IN ALL TRAFFIC AREAS AND TYPE 2 IN NON -TRAFFIC AREAS. SEE DETAILS. t IRRIGATION MAIN AND SERVICE CONNECTION WILL VARY DEPENDING ON PVC OR HDPE MAIN. SEE SERVICE CONNECTION DETAILS. 3/4" OR 1" SERVICE PIPE SDR -9 CTS 200 LB POLYETHYLENE OR EQUAL. TYPICAL SLOPE TO DRAIN :11:1 LOCATING WIRE SECURE TO SIDE OF VALVE BOX AS APPROVED BY ENGINEER SLOPE TO DRAIN MATCH EXISTING SERVICE DEPTH 3/4" CURB STOP VALVE FOR PE PIPE FORD B66 -333-G (3/4") AND 866-444-G (1") OR APPROVED EQUAL TYPICAL SERVICE INSTALLATION NOT TO SCALE VN-I1 EW HDPE SERVICE LATERAL. XTEND FOR CONNECTION TO EXISTING SERVICE PIPING. EXISTING PIPE MATERIALS MAY VARY USE FITTINGS AS REQUIRED FOR A COMPLETE, LEAK PROOF CONNECTION. 2" HMA CL 3/8", PG 64-28 CL 3000 CEMENT CONCRETE FULL DEPTH OF PVMT LESS 1 1/2" (4" MINIMUM) NOTE. FOR VEHICLE TRAFFIC AREAS 1'-0" 1,-0" PAVED AREAS UNPAVED AREAS FINISHED GRADE CAST IRON LID W/ "IRR" OR "IRRIGATION" MIN. 6" THICK CL 3000 CEMENT CONCRETE UPPER SECTION SLIDING TYPE C.I. VALVE BOX (OLYMPIC FOUNDRY 940-A, 8 -INCHES HIGH) LOWER SECTION (OLYMPIC FOUNDRY, HEIGHT REQUIREMENT VARIES) SEE TYPICAL SERVICE INSTALLATION DETAIL TYPE 1 VALVE BOX NOT TO SCALE NOTE. FOR NON -VEHICLE TRAFFIC AREAS EXISTING GROUND IRON VALVE BOX CAPS TO BE PROVIDED BY THE CITY FOR LAWNS OR UNSURFACED AREAS, INSTALL 5" DIA. SCH. 40 PVC PIPE, LENGTH AS REQUIRED SEE TYPICAL SERVICE INSTALLATION DETAIL TYPE 2 VALVE BOX NOT TO SCALE CLASS 3000 CONCRETE /\ POURED IN PLACE i /J \ \\ UNDISTURBED EARTH FORM CONCRETE TO ALLOW REMOVAL OF BOLTS CLASS 3000\/\\ CONCRETE POURED IN PLACE '//\ /\/\\/// UNDISTURBED EARTH //' / �j\\\i�\\:\\/\ SIDE VIEW THIS VIEW TYPICAL OF ALL BLOCKING TEES MINIMUM END AREAS PIPE {pSIZE TEES & PLUGS 90' BENDS 45' BENDS 2211/2' BENDS 6" 5.1 SO FT 7.2 SQ FT 3.9 SQ FT 2.0 SO FT 8" 8.8 SQ FT 12.4 SO FT 6.7 SQ FT 3.4 SQ FT 10" 14.3 SQ FT 20.2 50 FT 11.0 SO FT 5.6 SQ FT 12" 20.4 SQ FT 28.9 SQ FT 15.7 SO FT 7.9 SQ FT 14" 27 7 SO FT 39.2 SO FT 21.2 SQ FT 10.7 SO FT 16" 35.8 SO FT 51.2 SQ FT 27.5 SQ FT 13.9 SQ FT \/\\ 111 X11 114. PLUG (USE MECHANICAL CAP FORM CONCRETE TO ALLOW REMOVAL OF BOLTS SQUARE STEEL PLATE - CLASS 3000 CONCRETE POURED IN PLACE / � ;.�_ UNDISTURBED EARTH -1' \/' \/‘• PLUGS AND CAPS FOR SLIP JOINT PIPE) /. L/2± NOTES. 1 D IS APPROXIMATE PIPE DIAMETER. THE ABOVE END AREAS ARE BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF AND 250 PSI TEST PRESSURE. 2. DIMENSIONS LISTED DENOTE MINIMUM STANDARDS FOR SOIL AND TEST PRESSURES SHOWN. SHOULD TEST PRESSURE AND/OR SOIL CONDITIONS VARY, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIAL THRUST BLOCK DESIGN. 3. ALL FITTINGS AND/OR PIPE MAKING DIRECT CONTACT WITH CONCRETE SHALL BE WRAPPED WITH 4 MIL POLYETHYLENE SHEETING PRIOR TO PLACEMENT OF CONCRETE. TYPICAL THRUST BLOCKING NOT TO SCALE CLASS 3000 L/2t,\ CONCRETE //• POURED IN /////// / PLACE UNDISTURBED EARTH ��/�\\/,‘\\BENDS REBAR STRAP W/ II� STD HOOK COAT AS PER SHACKLE RODS VERTICAL OVERBEND VERTICAL OVERBEND PIPE SIZE 22 1/2' BEND 45' BEND REBAR SIZE L 6" 20 CU FT 39 CU FT #5 2.0 FT 8" 34 CU FT 67 CU FT #5 2.0 FT 10" 56 CU FT 110 CU FT #5 2.0 FT 12" 79 CU FT 157 CU FT #6 2.5 FT 14" 107 CU FT 212 CU FT #7 3.0 FT 16" 139 CU FT 275 CU FT #9 4.0 FT 2" WIDE STAINLESS STEEL STRAP NEW PVC IRRIGATION MAIN ROMAC SINGLE STRAP SERVICE SADDLE 1015 FOR 3/4" OR 1" SERVICE 3/4" OR 1" SERVICE PIPE FORD C86 -33-G (3/4") OR C86 -44-G (1") COUPLING SERVICE CONNECTION FOR PVC DETAIL NOT TO SCALE 3/4" OR 1" HDPE TAPPING TEE WITH FULL CIRCLE SERVICE SADDLE FUSED CONNECTION. SLIPLINING. A MINIMUM OF 2'-0" OF EXISTING RECEIVING PIPE, CENTERED ON THE NEW SERVICE TEE, SHALL BE REMOVED IN ENTIRETY PROTECT NEW INSERTION PIPE. 3/4" OR 1" SERVICE PIPE NEW HDPE IRRIGATION MAIN SERVICE CONNECTION FOR HDPE DETAIL NOT TO SCALE CAST IRON LID WITH "IRR" OR "IRRIGATION" 1 1/2" HMA CL 3/8" CLASS 3000 CEMENT CONCRETE 2,_0" 1 -FULL DEPTH OF PAVEMENT SECTION HMA ' LESS 1 1/2" LOWER SECTION (OLYMPIC FOUNDRY 940, 36 -INCHES HIGH) TOP OF SUBGRADE UPPER SECTION SLIDING TYPE C.I. VALVE BOX (OLYMPIC FOUNDRY 940-A, 8 -INCHES HIGH) VALVE IN PAVEMENT CAST IRON LID WITH "IRR" OR "IRRIGATION" -\ 2'-0" NOTE. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. (OLYMPIC FOUNDRY 940R 12, 12 -INCHES HIGH) 6" THICK CLASS 3000 CEMENT CONCRETE LOWER SECTION (OLYMPIC FOUNDRY 940, 36 -INCHES HIGH) UPPER SECTION SLIDING TYPE C.I. VALVE BOX (OLYMPIC FOUNDRY 940-A, 8 -INCHES HIGH) VALVE NOT IN PAVEMENT NOTE. PROVIDE EXTENSION PIECE WHERE REQUIRED FOR VALVE BOX. (OLYMPIC FOUNDRY 940R 12, 12 -INCHES HIGH) IRRIGATION MAINLINE VALVE BOX NOT TO SCALE Huibregtse, Louman Associates, Inc. CIVIL ENGINEEPING • LAND SUPVET'ING • PLANNING '' 30 t.c.th JOB NUMBER: DATE. 09041 08-30-10 FILE NAMES. DRAWING SHEETS.d PLAN: N/A PROFILE. N/A 9 CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM PHASE 2 IMPROVEMENTS REVISION DATE DESIGNED BY ENTERED BY M TB BAA DETAILS SHEET 23 OF 24 PAYMENT LINE LIMIT FOR ALL PAYMENT LINE LIMIT FOR ALL VARIES SEE PLANS 1'-0" TRENCH SURFACING REPAIR PIPE O.D. + 12" t'-0" 1'-0" TRENCH SURFACING REPAIR PIPE O.D. + 24' 1'-0" MAX. SEE DETAILS FOR SURFACING REPAIR MAX EXISTING UNDISTURBED SURFACE MAX SEE DETAILS FOR SURFACING REPAIR MAX. EXISTING UNDISTURBED SURFACE EXISTING CEMENT CONCRETE CURB & GUTTER TO REMAIN PROFILE GRADE POINT MATCH EXISTING VARIES 2.0% VARIES 2.0% MAX. EXISTING CEMENT CONCRETE CURB & GUTTER TO REMAIN ':\V ,,..2"4.iIr w w Y a m \,� v'r°'i° Or��o3 � \ Air///////,/\i�i// z �zawa n N I w z = w v w _.,,, i < z z a < 5 a w J N w w i \ y �i�i ALTERNATE BACKSLOPE AT CONTRACTOR'S OPTION SELECT BACKFILL SHALL BE / USED ON ALL TRENCHES WITHIN ALLEYS OR AS / DIRECTED BY THE ENGINEER. NATIVE MATERIAL SHALL BE USED FOR BACKFILL ON \''t,:%>"y\\y y y y ad//, vAT iii? ALTERNATE BACKSLOPE w w - 0 m 6 \ r aY z w 5a�w n z u Z X w w czi 3 < w a i a c� a E5 < w w w AT CONTRACTOR'S OPTION /NATIVE MATERIAL SHALL BE / USED FOR BACKFILL ON LONGITUDINAL TRENCHES. / SELECT BACKFILL SHALL BE USED ON ALL TRANSVERSE TRENCHES OR AS DIRECTED , MIN 3% MIN 3% MAX. b, r�?r'Ai .v r �`9i�i r 1i` �.0,�r4'9rr�` r2`� EXCAVATION PAYMENT LINE 2" HMA CLASS 3/8" PG 64-28 NOTES. 6" CRUSHED SURFACING - BASE COURSE 1 ALL THICKNESSES ARE COMPACTED DEPTHS. 2. CONTRACTOR WILL BE REQUIRED TO PAVE NEW ROADWAY IN TWO (2) PASSES MAX. TYPICAL ROADWAY SECTION Z oN Z 4, TRENCHES OUTSIDE OF ALLEYS. z BY THE ENGINEER. DETECTABLE MARKING TAPE w aZONE a TYPICAL 4 IJJfJJJ!J*f SUITABLE FOUNDATION NOTE. THE CONTRACTOR ALL TRENCH SHOWN, RESULTING AT THE MEASUREMENT BEYOND PIPE . 2"'V°�r �JCRUSHED G`,p EARTH SHALL BE RESPONSIBLE BACKFILL BEYOND INCLUDING WIDER TRENCH FROM LAYING BACK CONTRACTOR'S OPTION. OR PAYMENT WILL THE PAYMENT LIMIT SERVICE LATERAL LOCATING WIRE, SEE TYPICAL SERVICE INSTALLATION DETAIL �`�TRENCHING. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR PIPE ZONE MATERIAL. NEW IRRIGATION SERVICE LATERAL FOR THE LIMITS SECTIONS TRENCH SIDES NO BE MADE TRENCH SECTION w 0 IV a TYPICAL 0 p Oa`q`�G``O�PriQ `>�//%/ ' SUITABLE FOUNDATION NOTE.VARIES THE CONTRACTOR ALL TRENCH SHOWN, RESULTING AT THE MEASUREMENT BEYOND PIPE ZONE ✓�irri0or oo��o°$M r'��'r >��jr. EARTH SHALL BACKFILL INCLUDING FROM LAYING CONTRACTOR'S OR PAYMENT THE PAYMENT IRRIGATION r',..7.77** oorriG J ! ,.,4v, 1`..'4...(‘1..4".‘* BE RESPONSIBLE BEYOND WIDER TRENCH BACK OPTION. WILL LIMIT MAIN PER SECTION 9-15.18 REQUIRED FOR ALL PIPE INSTALLATION BY 4 SURFACING TOP3. �COURSE SHALL BE USED FOR PIPE ZONE MATERIAL. NEW IRRIGATION MAIN FOR THE LIMITS SECTIONS'' TRENCH SIDES NO BE MADE TRENCH SECTION (MIN. WIDTH OF PAVING PASS SHALL 15'). EXCAVATION PAYMENT LINE SHALL BETWEEN EXISTING GUTTER LINES EIGHT INCHES OF DEPTH. = BE NOT TO SCALE BE AND (8) VARIES SEE PLANS = 1 -Uv c0 < 3 ZVARIES PROFILE GRADE POINT MATCH EXISTING 2.0% 2.0% MIN 3% MAX. 0a 3 Z0 MAX.— MIN/3% -__===.., .i`" ' '1.T' -X'" - N.,&,,,,q', /,' EXCAVATION PAYMENT LINE 2" HMA CLASS 3/8" PG 64-28 2" CRUSHED SURFACING - BASE COURSE TYPICAL ALLEY SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE * PANEL SIZE MAY EXCEED I 10' WHERE MATCHING 70• 44/F'S ASPHALT PATCH PAYMENT LIMITS EXISTING PAVEMENT EXISTING M.4 DEPTH GRAVEL REPAIR PAYMENT LIMITS SURFACINGDRAVEL EPTHEXISTING CONDITIONS OR o, AS DIRECTED BY THE t SFE ENGINEER. AE i----,SURFACING 1/2" R 1 1'-0" EXCAVATION 1'-0' VARIES 1'-0" 1'-0" EXCAVATION VARIES 9yS 1 PAYMENT LINE (MIN) PAYMENT LINE (MIN) \ter SYMMETRICAL CONCRETE ` xa ABOUT Q OF PIPE . IF 1 2" COMPACTED DEPTH CSTCTC� A IM 111111111111r CONSTRUCTION f� JOINT 18 HOT MIX ASPHALT (PERMANENT) 1\ c\ �j,,, p�/x 2" CRUSHED / 4" THICK CONCRETE SLAB SECTION AT SIDEWALKS AND OTHER AREAS AS DIRECTED BY THE ENGINEER. • 6" THICK CONCRETE SLAB SECTION AT DRIVEWAYS 1 DEPRESSED - TYPE 2-#4 BARS D / ` . ••\ COLD MIX ASPHALT (TEMPORARY), .//))A/ SEE SPECIFICATIONS Y\ ''" SURFACING TOP COURSE ALTERNATE BACKSLOPE AND OTHER AREAS AS DIRECTED BY THE ENGINEER.ALTERNATE ALL 6" THICK CONCRETE SLABS SHALL HAVE #4 REBAR AT 12" O.C. EACH WAY --{ 5 1/2" y! SELECT BACKFILL BACKSLOPE (BASE COURSE) AT CONTRACTORS OPTION ASPHALT SURFACING AT CONTRACTORS OPTION GRAVEL SURFACING CONC SLAB SECTIONS 1/2" R 1 Ix- 1" R. TRENCH REPAIR. TYPE 1 UNSURFACED REPAIR 2% PAYMENT LIMITS NOT TO SCALE ALLEYWAYS, DRIVEWAYS, AND OTHER AREAS DIRECTED 1'-0" EXCAVATION NOTES., 1" BATTER BY THE ENGINEER PAYMENT LINE EXISTING 1 THROUGH JOINTS WITH 3/8" JOINT N 1" R. �� 1/2" R 2" HMA CL 3/8" GROUND MATERIAL SHALL BE PLACED AT 20' PG 64-28/ 12" /' t INTERVALS. .6 1/2" •0 6" CSBC (MIN.) SILT MATERIAL FREE FROM /�/ Si ' ROCKS. STORE IN STOCKPILE WHEN TRENCH REPAIR. TYPE 2 REMOVED DURING TRENCHING OPERATIONS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE STREETS AND OTHER REPLACE TO MINIMUM THICKNESS SHOWN. SCORED INTO THE CONCRETE AT THROUGH JOINTS ON EACH ALTERNATING 10' INTERVALS. 18„ - ,- AREAS DIRECTED BY THE IF EXISTING GROUND SURFACE ADJACENT ENGINEER TO TRENCH DOES NOT INCLUDE SILT 3/\• SIDE OF AND AROUND EACH UTILITY ® 3. "V" GROOVES SHALL BE PLACED AT 5' OVERBURDEN, THEN BACKFILL TO 3" HMA CL 3/8" PG 64-28 SURFACE WITH NATIVE MATERIAL /, • 6" CSBC /ALTERNATE BACKSLOPE APPURTENANCE. INTERVALS. FULL HEIGHT - TYPE A EXCAVATED FROM TRENCH. COLD MIX ASPHALT AT CONTRACTORS OPTION TOR 4 ALL JOINTS, "V" GROOVES, AND EDGES UNSURFACED AREAS SHALL BE FINISHED WITH AN EDGER STREETS, ALLEYWAYS, NOTES. DRIVEWAYS AND OTHER AREAS 1 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCH HAVING A 1/4" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. * AS DIRECTED BY ENGINEER. MAY VARY DEPENDING UPON GRADE OF SIDEWALK AND DRIVEWAY BEYOND CURB. SURFACE RESTORATION DIRECTED BY THE ENGINEER BEYOND THE PAYMENT LIMITS SHOWN, INCLUDING WIDER TRENCH SECTIONS • 2" COLD MIX ASPHALT RESULTING FROM LAYING BACK TRENCH SIDES AT THE CONTRACTORS OPTION. NO • 6" CSBC MEASUREMENT OR PAYMENT WILL BE MADE FOR SURFACE REPAIR BEYOND THE PAYMENT LIMITS. CONC SLAB JOINTING STANDARD CONCRETE CURB & GUTTER SURFACING REPAIR NOT TO SCALE NOT TO SCALE 2. NO MEASUREMENT OR PAYMENT WILL BE MADE FOR TRENCH SURFACING REPAIR IN NOT TO SCALE UNSURFACED AREAS. T\ipq�ji JOB DATE. Huibregtse, Louman Associates, Inc. `�L 09041 08 08- CITY OF YAKI MA SHEET • '' .:, �;- ;�- FILE NAMES. D• IVIL ENGINEERING LAND SUP/EYING PLANNING N; 1 ;.���•i �'tiPLAN: DRAWING SHEETS.dwg CAPITOL HILL IRRIGATION SYSTEM 24 ,, 30 ,-.-ii . ; i„ PY ,r -c W- dcr,Z �• N/A PHASE 2 IMPROVEMENTS OF PROFILE. N/A %on:gt,� /! � DESIGNED BY 24 REVISION DATE ENTERED BY BAA DDETAILS AGREEMENT FOR PROFESSIONAL SERVICES ADDENDUM NO. 2 This Addendum, hereinafter identified as Addendum No. 2, is hereby entered into and made a part of the Agreement between City of Yakima, Washington, and Huibregtse, Louman Associates, Inc., for Professional Services first entered into on the 19th day of March, 2009; and Addendum No. 1 executed on September 19, 2009, by the CITY OF YAKIMA, hereinafter called the "CITY," and HUIBREGTSE, LOUMAN ASSOCIATES, INC., hereinafter called the "ENGINEER." WITNESSETH: That in consideration of the mutual covenants and agreements herein contained, the parties hereto do mutually agree to amend, revise, and/or add the following to the referenced Agreement: SECTION 2 - SCOPE OF SERVICES 2.1 Basic Services: ENGINEER agrees to perform additional work tasks described in the attached Addendum No..2 Exhibit A: Capitol Hill Irrigation System improvements, Phase 2 - Engineering Services During Construction. SECTION 5 - COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS: For the services described in the attached Addendum No. 2 Exhibit A, compensation shall be on a time spent plus expenses basis with estimated fees shown on the attached Addendum No. 2 Exhibit B at the ENGINEER'S normal hourly billing rates shown on Exhibit C of the original agreement. IN WITNESS WHEREOF the parties hereto duly enter into and execute this Addendum No. 2, as of this Z' day of Sey},€N.fd,,, 2010. CITY OF YAKIMA HUIBREGTSE, LOUMAN ASSOCIATES, INC. Signature Printed Name: R.A. Zais, Jr. Title: City Manager Date: 9f24 -//O Attest: SignCure Printed Name: Jeffrey T. Louman Title: President 9/z74//o Date: City Clerk City Contract No. 2009-38 Resolution No. R-2007 33. G:IPROJECTS12009109041 APS Addendum No. 2.doc Page 1 of 7 ADDENDUM NO. 2 EXHIBIT A CITY OF YAKIMA CAPITOL HILL IRRIGATION SYSTEM IMPROVEMENTS, PHASE 2 ENGINEERING SERVICES DURING CONSTRUCTION SCOPE OF WORK During the term of this AGREEMENT, the ENGINEER shall perform professional services in connection with the following project: City of Yakima - Capitol Hill Irrigation System Improvements, Phase 2 This scope of work shall include the furnishing of engineering services during construction, labor, materials, equipment, supplies, and incidentals necessary to conduct and complete the work as indicated hereinafter, for the following irrigation pipe replacement project: Capitol Hill Irrigation System Improvements: City of Yakima Project No. IR2257 Irrigation system improvements including cleaning and inspection of approximately 960 linear feet of existing pipes; sliplining approximately 960 linear feet of new 2" HDPE pipe; trenching approximately 10,320 linear feet of new 2", 3", 4", 6", 8", and 12" PVC pipe; and installing 260 service connections. Work includes installation of new mainline valves, service valves, and service pipes; connection to existing mainline and service pipes of various materials; abandonment and/or removal of existing pipe and valves; surface restoration including hot mix asphalt pavement, cement concrete pavement, gravel surfacing, cement concrete curb and gutter, and lawns; and other related improvements. (See attached Project Vicinity Map.) 3. SERVICES DURING CONSTRUCTION A. Furnish a qualified resident engineer who shall make construction observations and be on the job at all times that significant work is in progress, whose duty shall be to provide surveillance of project construction for substantial compliance with Plans and Specifications. B. Provide survey crew as required to stake roads/alleyways scheduled for new asphalt pavement surfacing. C. Prepare progress reports on the Project and file same with the CITY, and provide monthly progress estimates to the CITY. D. Consult and advise the CITY during construction and make a final report of the completed work. E. Monitor the construction contractor's compliance with State labor standards. F. Review Contractor's submission of samples and shop drawings, where applicable. G. Recommend progress payments for the construction contractor to the CITY. H. Prepare and submit proposed contract change orders when applicable. Prepare and furnish reproducible record drawings of all completed work from as -built drawings furnished by the CITY's construction contractor. G:\PROJECTS\2009\09041\APS Addendum No. 2.doc Page 2 of 7 TIME OF PERFORMANCE Engineering Services During Construction for this Capitol Hill Irrigation System Improvements, Phase 2 Project shall begin upon construction contract award by the CITY to the lowest responsible bidder (anticipated October 2010) and extend through construction contract completion (anticipated April 15, 2011), G:IPROJECTS120091090411APS Addendum No. 2.doc Page 3 of 7 ADDENDUM NO. 2 EXHIBIT B CAPITOL HILL IRRIGATION SYSTEM IMPROVEMENTS, PHASE 2 Engineering Services During Construction Fees Compensation for professional engineering services during construction will be on a time spent plus expenses basis at the ENGINEER's normal hourly rates shown on Exhibit C of the original agreement. The following spreadsheet shows the estimated time and expenses to perform engineering services during construction for this project. The maximum amount of compensation to the ENGINEER for engineering services during construction will be $131,696.00. This maximum amount will not be exceeded without the written agreement of the CITY and the ENGINEER. PROJECT TITLE. Capitol Hill Irrigation System Improvements, Phase.2 CLIENT. CITY OF YAKIMA JOB NUMBER: 09041B -C Huibregtse, Louman Associates, Inc. DATE: September 10, 2010 ENGINEER'S HOURLY ESTIMATE PROJECT TASK Engineer Licensed Prof. Surveyor Two -Man Survey Crew Project Engineer SeniorResident jPrincipal Engr Engineer/ Clerical Tech. Inspector TOTAL HRS TASK FEES $159 $120 $173 $109 $90 $90 $63 1 Construction Observation 24 4 16 80 0 820 , 0 918 89,584.00 2 Surveying for-St./Alley Paving 0 8 64 12 0 0 { 0 84 13,340.00 3 Construction Administration 16 0 0 32 12 0 2 62 7,238.00 4 Submittal Review 4 0 0 8 8 8 1 2 30 3,074.00 5 State:LaborStandards Compliance 0 0 0 24 6 0 2 32 3,282.00 6 Progress Reports 6 0 0 12 8 16 2 44 4,548.00 7 Progress Payments 6 0 0 12 16 i 16 4 54 5,394.00 8 Change Orders 4 0 0 .8 2 8 2 24 2,534.00 9 Record Drawings 0 0 0 4 4 12 2 22 2,002.00 Labor Subtotal 60 12 80 192 56 880 16 1,270 130,996.00 EXPENSES. hours $/hr Computers: { 0.00 Travel: Cost/ Unit Air Trips Ground Trp. Days Trip Miles Air Travel $0.00 0.00 Mileage $500.00 500.00 Meals/Lodging $0.00 0.00 Misc. expenses: FAX I 0.00 PROJECT TITLE. Capitol Hill Irrigation System Improvements, Phase 2 CLIENT CITY OF YAKIMA TELEPHONE 0.00 POSTAGE 0.00 PRINTING $200.00 200.00 SUB-CONSULTANTS. None Anticipated 0.00 x 1 1 0.00 Subtotal - Labor $130,996.00 Subtotal - Expenses $700.00 Subtotal - Subconsultants $0.00 Total - ENGINEERING SERVICES DURING CONSTRUCTION $131,696.00 EXHIBIT "C" Schedule of Hourly Billing Rates Effective January 1, 2010, through December 31, 2010 Licensed Principal Engineer $154.00 per hour Licensed Principal Land Surveyor $142.00 per hour Licensed Professional Engineer $128.00 per hour Licensed Professional Land Surveyor $116.00 per hour Project Engineer $105.00 per hour CAD Technician $92.00 per hour Resident Engineer/Inspector $87.00 per hour Surveyor $87.00 per hour Senior Engineering Technician $87.00 per hour Engineering Technician $61.00 per hour Word Processing Technician $61.00 per hour Surveyor on Two Man Survey Party $83.50 per hour Surveyor on Three Man Survey Party $72.67 per hour Vehicle Mileage $0.45 per mile Global Positioning Survey System Fee $80..00 per hour G:IPROJECTS12009109041\APS Addendum No. 2.doc Page 6 of 7 EXHIBIT "C" Schedule of Hourly Billing Rates Effective January 1, 2011, through December 31, 2011 Licensed Principal Engineer $159 00 per hour Licensed Principal Land Surveyor $147.00 per hour Licensed Professional Engineer $132 00 per hour Licensed Professional Land Surveyor $120.00 per hour Project Engineer $109.00 per hour CAD Technician $95.00 per hour Resident Engineer/Inspector $90 00 per hour Surveyor $90.00 per hour Senior Engineering Technician $90.00 per hour Engineering Technician $63.00 per hour Word Processing Technician $63.00 per hour Surveyor on Two Man Survey Party $86.50 per hour Surveyor on Three Man Survey Party $75.33 per hour Vehicle Mileage $0.48 per mile Global Positioning Survey System Fee $83 00 per hour G:IPROJECTS120091090411APS Addendum No. 2.doc Page 7 of 7 !E '0AV °ORONO' Iti z * * o -s ' c,ce cis 'eAV 141SL .efA L119 ray .!,AV I.1)9 co •anv,1094 •eAVUILL '9AV LOLL 40AV In L '9AV 1119L AV (4161. 0 X uj