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Home My WebLink AboutP& H Construction - Water Main Replacement - Maple Dr AC Main (100-103) (20030) CONTRACT DOCUMENTS WATER MAIN REPLACEMENT MAPLE DRIVE, AC MAIN (ROAD 100 TO ROAD 103) CONTRACT NO. 20030 COPY____ CONTRACT DOCUMENTS WATER MAIN REPLACEMENT MAPLE DRIVE, AC MAIN (ROAD 100 TO ROAD 103) PROJECT CERTIFICATION The technical material and data contained in this report was prepared by the City of Pasco, under the supervision of the below listed individuals. Those responsible staff members who are registered professional engineers are licensed in the State of Washington. CONTRACT NO. 20030 1/21/2022 PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov ADDENDUM NO. 1 Water Main Replacement Maple Drive, AC main (Road 100 to Road 103) Contract Number 20030 February 8, 2022 Addendum No. 1 Acknowledgement Page This addendum includes: 1 - 8 ½” x 11” Acknowledgement Pages 1 - 8 ½” x 11” Bid Date – No Extension 3 - 8 ½” x 11” Bidder Questions and Answers 2 - 22” x 34” Updated drawing sheets 1 and 7 2 - 8 ½ x 11” Updated Proposal Form 9 - Total Sheets ************************************************************************************************** This Addendum No. 1 is hereby issued for the Water Main Replacement Maple Drive, AC main (Road 100 to Road 103) Project, and therefore made a part of and incorporated into Project Number 20030, referred to as “Contract Documents.” NOTICE is hereby given that this acknowledgement page must be signed and enclosed with your proposal documents for Water Main Replacement Maple Drive, AC main (Road 100 to Road 103) Project, Project Number 20030 as evidence that the submitting Firm has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of Addendum 1 in your proposal submission. Only this signed acknowledgement page is required. ______________________________________________________________________ Company Name ______________________________________________________________________ Name (Please Print) Title ______________________________________________________________________ Signature PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov The Bid Opening Schedule has NOT CHANGED. Bids remain due on: February 10, 2022 AT 2:00 PM This addendum will be sent through the City of Pasco Plan Room Only. It can be accessed at www.cityofpascoplanroom.com ___________________________________ Jon Padvorac, PE City of Pasco Senior Engineer PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov BIDDER QUESTIONS AND ANSWERS Questions from Contractors are provided below with the City’s responses in Bold: 1. The proposal refers to the latest edition of WSDOT Standard Specifications with respect to liquidated damages, and the 2022 WSDOT specs do not contain a formula for liquidated damages. Response: The bid proposal has been updated to reference the 2020 WSDOT Standard Specifications, and included with this addendum. - Bidders, please note that Updated Bid Proposal is marked with “P-# – Addendum No. 1” at the end of each Page for reference to Addendum No. 1. - Additionally, an updated digital Proposal Form will be replaced at www.cityofpascoplanroom.com under the Specs Tab and will remain titled: o City of Pasco - Water Main Replacement - Maple Drive, AC Main (Road 100 to Road 103) - Locked.xls -------------- 2. In the contract drawings, detail ST-3 the asphalt is called out as HMA CL 1/2” PG 64S-28. In the bid proposal, the asphalt is called out as HMA CL 3/8” PG 64S-28. Can you clarify which callout is correct? Response: The asphalt used shall be in accordance with the bid proposal, HMA CL 3/8” PG 64S-28. -------------- 3. Does the City or the Contractor supply the tapping tee? Response: In accordance with Section 7-09.5 of the Special Provisions, the Contractor is to provide all the materials for the connection to the existing water main. -------------- 4. Can the Contractor dispose of the water used to sanitize the water line in the nearby sewer line? Response: Yes, as long as the water is de-chlorinated prior to disposal in the sewer line. -------------- PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov 5. Will Maple Drive need full-time flaggers for the duration of the work, or could signage/cones be adequate? Response: It is acceptable for the Contractor to close Maple Drive with detours to general traffic while allowing local access only. The street is to be opened back up at the end of each working day. -------------- 6. Will there be a penalty if additional working days (such as a Saturday) are required to wrap up the job on time? Could an additional weekend day be worked without penalty? Response: The Contractor may elect to work overtime on the weekend without the weekend days worked being counted as working days, but if this occurs the Contractor is responsible for compensating the City for the Construction Inspectors overtime wages. -------------- 7. Is there a standard depth that is likely representative of the irrigation lines near the work area? Response: The City’s understanding is that the irrigation system is still FCID, and we do not know its burial depth. -------------- 8. Where is the Rd. 100 water line relative to the road – could the line be potholed without disrupting traffic? Response: The Rd. 100 water line is near the road, it is unclear if it could be potholed without disrupting traffic on Road 100. -------------- 9. Would this typically be constructed by separately building/pressure testing the water main, then the service lines, or would it be constructed and pressure tested all at the same time? Response: This would be difficult to do since the Contractor will be tying over existing services back to the new main once the mainline has been pressure tested, flushed and bac-tee’d. The city’s Construction Inspector will perform a visual inspection of the services as they are tied over to the new main before it is backfilled. PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov -------------- 10. Will a ROW permit be required for the work? If so, is it the Contractor’s responsibility to obtain this? Response: A ROW permit will not be required. -------------- 11. Reference plan sheet (6), detail ST-3. Note 2 states that no area requiring asphalt paving will be allowed to be left open for more than (5) days. This makes sense for Road 100, but on Maple Dr will we be required to cold patch or is it sufficient to backfill to grade with top course temporarily? Response: This requirement will remain in effect for both Road 100 and Maple Drive, as stated in the bid documents. -------------- 12. Reference plan sheet (6), detail ST-3 and plan sheet (7), Typical Water Trench Section. Based on these details, the paid hot mix asphalt patch limits are approximately 4’- 8”. If the patch exceeds this is around 6’ wide, how will this overage be accounted for? Response: The drawings and the corresponding quantities for corresponding items the bid proposal have been updated to provide for up to an 8’ wide patch. -------------- 13. Will dust control be required? Response: Yes, a bid item (Line Item #7) was added to the bid proposal for dust control. -------------- 14. On key note 12 it calls out for an 8” Gate Valve with Blow-off per city detail W-1 Per sheet 6. If you go to this detail it only shows a Tapping Tee. Can you confirm what the city is wanting here? Response: Please provide blow-off assembly shown in the City of Pasco standard detail W-5 available at https://www.pasco-wa.gov/DocumentCenter/View/63253/Pasco- Design-and-Construction-Standards---June-26-2020-Revision-FINAL 2+00 3+00 4+00 5+00 6+00 7+00 9+00 10+00 11+00 12+00 13+00 23+00 0+00 8+00 1+00 LOCATION MAP-CITY OF PASCO 1 3 PLAN & PROFILE STA: 0+39 TO STA: 4+72 2 NTS 4 5 6 7 8 PLAN & PROFILE STA: 4+72 TO STA: 9+04 PLAN & PROFILE STA: 9+04 TO STA: 13+37 VICINITY MAP NTS SITE COVER SHEET SHEET INDEX SHEET TITLEREV NO.SHEET NO. GENERAL NOTES SITE PHOTOGRAPHS N DETAILS DETAILS CITY OF PASCO WATER MAIN REPLACEMENT MAPLE DRIVE (RD. 100 TO RD. 104) PROJECT NUMBER: 20030 SITE BASIN DISPOSAL VICTOR FLORES (509) 547-2476 CASCADE NATURAL GAS JODY ADAMS (509) 735-5564 CENTURY LINK EMAIL relocations@centurylink.com CHARTER COMMUNICATION TONY CAMPOS (509) 572-0537 CITY OF PASCO, ENGINEERING KENT MCCUE (509) 545-3444 CITY OF PASCO, PUBLIC WORKS OPERATIONS KIM HOLST (509) 545-3084 FRANKLIN COUNTY IRRIGATION DISTRICT JOHN BURNS (509) 547-3831 FRANKLIN PUD AARON GONZALEZ (509) 546-5953 PASCO SCHOOL DISTRICT, TRANSPORTATION SHARON RATCLIFFE (509) 547-2510 CONTACTS COVER SHEETISSUED FOR BID 02/08/2022 JP/LBS JP KM N/A N/A 1 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call N 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N 1 ADDENDUM #11JPJP02/08/2022 WATER SERVICE 6" WATER MAIN SEE DWG. NO. ST-3 FOR TRENCH SURFACING REPAIR DETECTABLE MARKING TAPE TRACER WIRE PIPE ZONE BEDDING PER SPECIFICATIONS, OR AS APPROVED BY CITY. WATER MAIN TRENCH BACKFILL MATERIAL MUST BE COMPACTED TO 95% OR MIN. (ASTM D698) 2' TACK AROUND EXISTING PAVEMENT PIPE BEDDING ALL AROUND MUST BE COMPACTED TO 95% MIN. (ASTM 698) CORPORATION STOP NOTES: 1.THIS STANDARD IS ACCEPTABLE FOR DEPTHS UP TO 14 FEET. PIPES THAT EXCEED 14 FEET SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS FOR BEDDING. 2.TRENCH SHALL BE EXCAVATED TO ACCOMMODATE PIPE BELL. 6" DUCTILE IRON TAP PVC TAP PIPE ZONE 6" TRENCH BEDDING MATERIAL MUST BE COMPACTED TO 95% OR MIN. (ASTM D698) PAID EXCAVATION LIMITS 5'-0" 6"R/W LINENOTES: 1.HYDRANTS SHALL BE PER THE SPECIFICATIONS. 2.HUB & FLANGE CASTING. (SEE SPECIFICATIONS). 3.HYDRANTS SHALL BE HOODED UNTIL OPERATIONAL. 4.HYDRANTS SHALL FACE THE STREET UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5.TRACER WIRE FROM MAIN TO FIRE HYDRANT. (BLUE INSULATION) 6.USE OF HYDRANT EXTENSIONS MUST BE APPROVED IN WRITING BY THE CITY ENGINEER. NOT TO BE USED IN NEW INSTALLATIONS. 7.SEE GUARD POST REQUIREMENTS DWG. NO. W-12. 8.REMOVE CHAINS FROM CAPS. STORZ CABLE TO REMAIN. 9.MECHANICAL RESTRAINT WILL BE PROVIDED IN LIEU OF THRUST BLOCKS CONTINUOUSLY FROM THE HYDRANT THROUGH THE 6 INCH BRANCH OF THE TEE. HYDRANT - PAINTED OSHA SAFETY YELLOW 5" STORZ ADAPTER WITH CAP PER SPECIFICATIONS COMPACTED BACK FILL TO 95% (ASTM D698) PLACE MINIMUM OF 2 C.F. OF 2" MINUS DRAIN ROCK FILTER FABRIC SEPARATING DRAIN ROCK AND NATIVE SOILS CONCRETE BASE BLOCK 12"x12"x4" WEEP HOLE, DO NOT COVER WITH CONCRETE BASE 6" PIPE, ROMAC GRIP RINGS AT ALL JOINTS 6" GATE VALVE MJxFL BOLT TO TEE OR TAPPING SLEEVE WATER MAIN THRUST BLOCK PER DWG. NO. W-8 VARIABLE TYPICAL SIDEWALK VALVE BOX EXTENSION SEE DWG. NO. W-4TYPICAL CURB AND GUTTER VALVE BOX PER DWG. NO. W-4 SEE NOTE 5 12" HYDRANT PLACEMENT WITHIN CITY R/W OR WITHIN UTILITY EASEMENT 24" MAX. 3' - 6" MIN. 3-6" DIAMETER AROUND HYDRANT MUST BE LEVEL EXCAVATION LIMITS 2"-8" ABOVE ADJACENT GROUND ELEVATION ROMAC GRIP RING MJ ACCESSORY KIT ROMAC GRIP RING MJ ACCESSORY KIT SEE NOTE 2 TYPICAL WATER TRENCH SECTION FIRE HYDRANT INSTALLATION W-10 R Know what's below. before you dig.Call DETAILSISSUED FOR BID 02/08/2022 JP/LBS JP KM NTS NTS 7 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)FINISH GRADE NOTES: 1.CENTER OF GUARD POST TO BE SET 3' - 6" FROM HYDRANT CENTER NUT. 2.GUARD POSTS OUTSIDE OF THE RIGHT-OF-WAY ARE NOT REQUIRED IF THE FACE OF A MINIMUM SIX-INCH HIGH CURB IS LOCATED A MINIMUM OF 3' - 0" HORIZONTALLY FROM THE HYDRANT CENTER NUT. 3.DO NOT INSTALL GUARD POST IN LINE WITH HYDRANT PORTS. 4.CONCRETE SHALL BE PER SPECIFICATIONS. 5.GUARD POSTS SHALL BE PLUMB. 6.GUARD POSTS SHALL BE PAINTED OSHA YELLOW. TYPICAL GUARD POST REQUIREMENTS. OTHER CONFIGURATIONS MAY BE REQUIRED BY THE CITY ENGINEER, SUBJECT TO FIELD CONDITIONS. FILLED WITH CLASS 3000 CEMENT CONCRETE 6" DIA. x 6' LONG. SCH. 40 STEEL MIN. 18" DIA. CONCRETE FOOTING STEEL CAP GUARD POST W-12 NOT TO SCALE NOT TO SCALE NOT TO SCALE 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N ADDENDUM #11JPJP02/08/20221 Pasco, Washington 99301 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1 MOBILIZATION AND DEMOBILIZATION (6%)1 LS 2 MINOR CHANGES 1 FA $15,000.00 15,000.00$ 3 PROJECT TEMPORARY TRAFFIC CONTROL, MIN. BID $1,000.00 1 LS 4 SPCC PLAN, MIN. BID $1,000.000 1 LS 5 EROSION/WATER POLLUTION CONTROL, MIN BID $1,000.00 1 LS 6 RECORD DRAWINGS, MIN. BID $1,000.00 1 LS 7 DUST CONTROL, MIN. BID $1,000.00 1 LS 8 SHORING OR EXTRA EXCAVATION 1200 LF 9 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 10 DIG AND VERIFY 1 EA 11 10" CRUSHED SURFACE BASE COARSE (CSBC)1150 SY 12 3" HMA, CL. 3/8", PG 64S-28 FOR PAVEMENT REPAIR 1150 SY 13 LANDSCAPE RESTORATION 1 LS 14 UTILITY CROSSING 13 EA 15 WATER MAIN INSTALLATION AND COMISSIONING - 8" DI 1200 LF 16 CONNECT TO EXISTING WATERMAINS 2 EA 17 DUCTILE IRON GATE VALVE, 8-IN.2 EA 18 SERVICE CONNECTIONS, COPPER PIPE, 1 IN. DIAM (WITH K-TYPE WATER METER BOXES)15 EA 19 SERVICE CONNECTIONS, COPPER PIPE, 1 IN. DIAM (WITHOUT K-TYPE WATER METER BOXES)3 EA 20 HYDRANT ASSEMBLY WITH VALVE & STORZ ADAPTER & BOLLARDS 1 EA SUBTOTAL SALES TAX (8.6%)8.60% TOTAL BASE SCHEDULE The Proposal Form, Subcontractor Disclosure, Bid Bond, Noncollusion Declaration, Prevailing Wage Reference, Mandatory Bidder Responsibility Checklist, and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. BASE SCHEDULE: Water Main Replacement - Maple Drive, AC Main (Road 100 to Road 103) The undersigned declares that he has carefully examined the site at Maple Drive between Road 100 and Road 103 And has carefully examined specifications, plans, laws, and ordinances covering a new water line, fire hydrant, and associated work. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES BID PROPOSAL Water Main Replacement - Maple Drive, AC Main (Road 100 to Road 103) Project No. 20030 HONORABLE MAYOR AND CITY COUNCIL City Hall Council Members & City Staff: P-1 -- Addendum No. 1 DATED AT ____________am/pm THIS ___________DAY OF ______________,2022 SIGNED: ____________________________________ TITLE:_____________________________________________ PRINTED NAME: ________________________________________________________________________ NAME OF COMPANY: ___________________________________________________________________ ADDRESS: _____________________________________________________________________________ TELEPHONE: _________________________________________________________________________ STATE CONTRACTOR'S LICENSE NO.: _____________________________________________________ The undersigned hereby agrees that the CIP Manager for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to Proceed and that substantial completion shall be no later than 20 working days from notice to proceed. The undersigned further agrees to pay as liquidated damage for each consecutive working day thereafter as provided in the 2020 Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Accompanying this Proposal is a certified check, cashier's check or bid bond, payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check or bid bond accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check or bid bond accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) __________, __________ & _________ P-2 -- Addendum No. 1 TOC TABLE OF CONTENTS WATER MAIN REPLACEMENT - MAPLE DRIVE, AC MAIN (ROAD 100 TO ROAD 103) CONTRACT NO. 20030 INVITATION FOR BIDS .................................................................................................................................... AD-1 INFORMATION FOR BIDDERS: Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-4 Award of Contract ................................................................................................................................... IB-4 Prevailing Wage Requirements ................................................................................................................ IB-4 Bid Opening Procedures .......................................................................................................................... IB-5 Bid Schedule ............................................................................................................................................ IB-5 PROPOSAL: Bid Proposal .............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Non-Collusion Declaration ..................................................................................................................... NC-1 Prevailing Wage Rate Reference ......................................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-1 Certification of Compliance with Wage Payment Statutes ............................................................. CCWPS-1 CONTRACT REGULATIONS: Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB-1 SPECIAL PROVISIONS City of Pasco Special Provisions .............................................................................................................. SP-1 WAGE RATES WA State Prevailing Wage Rates Benefit Code Key L&I Policy Statement CONSTRUCTION DRAWINGS AD-1 INVITATION TO BID WATER MAIN REPLACEMENT MAPLE DRIVE - AC MAIN (ROAD 100 to ROAD 103) Project Number 20030 The City of Pasco, Washington is inviting and requesting bid proposals for the Water Main Replacement –Maple Drive – AC Main (Road 100 to Road 103) Project. This project includes installation of a new water main, as replacement of the existing water main, located along Maple Drive between Road 100 and Road 103. This contract provides the Contractor twenty (20) working days to physically complete the work. Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room, beginning Friday, January 21, 2022. Bidders may obtain digital files at no cost. Printed documents are available, at bidders’ expense, by choosing the “Order” option. In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco is requiring Contractors to submit bids for this project through an online bidding process. The bidding shall be done through City of Pasco’s Plan Room secure network/platform: https://www.cityofpascoplanroom.com/jobs/public. Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be accepted up to 2:00PM on February 10, 2022. The Contractor will not be charged a fee to submit a bid. Bids will be publicly opened and read aloud, in the City of Pasco Council Chambers at 2:00PM on Friday, February 10, 2022. Additionally, the City will hold the Bid Opening via Microsoft Teams. The link can be found under the project at www.cityofpascoplanroom.com/jobs/public OR, via telephone, United States +1 (323) 676-6197, Phone Conference ID: 496-712-525#. All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check, Cashier’s Check or Bid Bond in the amount of not less than 5 percent (5%) of the total bid. As this is an online bidding process the Bidder’s original hard-copy Bid Bond must be submitted in a sealed envelope prior to the bid opening deadline. For full Bid Bond submittal requirements refer to Information to Bidders. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.15 and who are listed on Abadan’s City of Pasco Plan Room Plan Holders list. Upon award, Contractor (and subcontractors) shall have a current City of Pasco Business License. Technical questions regarding the scope of this project should be put in writing up until three working days prior to bid opening and directed to Jonathan Padvorac – Senior Engineer, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco, WA 99301, Email: padvoracj@pasco-wa.gov. The City of Pasco, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252,42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority, and women- owned businesses are encouraged to submit bids. The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the Americans with Disabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its programs and activities. This material can be made available in an alternate format by e-mailing Dustin Wittman at wittmand@pasco-wa.gov or calling (509) 545-3447. The City 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 Pasco. DATED: January 18, 2022 PUBLISH: January 21, 2022 January 28, 2022 Information for Bidders Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-4 Award of Contract ................................................................................................................................... IB-4 Prevailing Wage Requirements ................................................................................................................ IB-4 Bid Opening Procedures .......................................................................................................................... IB-5 Bid Schedule ............................................................................................................................................ IB-5 IB 1 of 5 INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2020 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as “Standard Specifications,” hereby references are made a part of this contract as amended by the WSDOT and the APWA general special provisions as indicated and supplemented by the “Special Provisions.” Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 47408 Olympia, WA. 98504-7408 Any reference to the 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read 2020 Standard Specifications for Road, Bridge and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters, which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code (PMC) Chapter 14.15 'Qualification for Public Works Construction' as well as meet the mandatory bidder responsibility criteria in RCW 39.04.350(1). The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.15, who has not met the mandatory bidder responsibility criteria from RCW 39.04.350(1), or who has not registered as a Plan Holder and has downloaded the Bid Documents from www.cityofpascoplanroom.com. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The City will IB 2 of 5 charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders in accordance with PMC 14.15 (Sec. 1- 02.1). The City of Pasco will conduct the bidding of this project through an online bidding process. The bidding will be done through a Plan Center Service, via www.cityofpascoplanroom.com/jobs/public, a secure online (electronic) bidding platform. Bids shall be electronically submitted via the City of Pasco’s secure Plan Room. Any questions regarding bidding assistance or access/functionality shall be directed to Dustin Wittman at the City of Pasco at 509-545-3447 or wittmand@pasco-wa.gov. The proposal forms to be completed for the bid package include: • The Proposal (Sec. 1-02.6) • Subcontractor Disclosure (Sec. 1-02.6) • Bid Security (surety bond) • Non-Collusion Declaration • Prevailing Wage Rate Reference, • Mandatory Bidder Responsibility Checklist • Certification of Compliance with Wage Payment Statutes • Acknowledgement of any Addenda (Sec. 1-02.6) All bid prices shall be completed either in ink or be typewritten and shall contain the appropriate amounts in figures (Sec. 1-02.6). For bidders, a scanned copy of these completed proposal forms (Bid Package) shall be uploaded as part of the Bid via City of Pasco’s Plan Room. IB 3 of 5 An Excel version of the Bid Proposal will be available in the Plan Center for Bidder use prior to bid submission. This Excel version will be located in the ‘Specs’ tab on the City of Pasco Plan Room site: (https://www.cityofpascoplanroom.com). The spreadsheet is titled ‘City of Pasco – Water Main Replacement – Maple Drive, AC Main (Road 100 to Road 103) - Locked.xls’. It is the Bidder’s responsibility to verify that the information entered in the Bid Proposal accurately reflects the Contractor’s Bid. Bidders are encouraged to submit an electronic version of their Excel bid proposal as part of the electronic bid package. Bid Bonds must be submitted via hard copy (original) to the City Clerk’s Office at Pasco City Hall prior to the Bid submittal deadline. Per the following instructions: A. A Bid Bond for this project shall be submitted in a sealed envelope, either in person or mailed to the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301. Bonds will be accepted up until the hour of 2:00 PM on February 10, 2022. The sealed envelope must reference the project. B. If the Bidder is dropping off their Bid Bond in person, they shall drop off their Bid Bond at the City Clerk’s Office, located on the First Floor of Pasco City Hall, 525 N. 3rd Ave, Pasco, WA 99301. If a Bidder prefers to mail or ship their Bid Bond please address it to: Pasco City Clerk’s Office Attn: Water Main Replacement – Maple Drive, AC Main (Road 100 to Road 103) 525 N 3rd Ave (or) PO Box 293 Pasco, WA 99301 Please note if it is mailed or shipped it must arrive by the 2:00pm deadline on Thursday, February 10, 2022. C. Do not submit your Bid Proposal in your sealed Bid Bond envelope as the Bidding for this project will be completed securely online (electronically) at: www.cityofpascoplanroom.com. Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or money order made payable to the ‘City of Pasco’ in the amount of equal to at least five percent (5%) of the total amount of the bid. Security deposited by an unsuccessful bidder will be returned as soon as practicable after the bid opening. For Bidding, failure to submit a completed scanned copy of the proposal forms and/or delivery of the originally signed required bid documents may be cause for rejection of the bid. IB 4 of 5 Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within sixty (60) days after the actual date of the opening thereof (Sec. 1-03.2). Bids will be accepted from Contractors who are eligible to perform services as governed by PMC 14.15, who meet the minimum qualifications of RCW 39.04.350(1), and who obtained original bid documents from www.cityofpascoplanroom.com. SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned, a Pre-Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsive, responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec 1-03.1): • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. • Reject any and all bids. • Republish the invitation for bids. PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub-contractors must follow the State’s Prevailing Wage requirements. The Contractor must submit the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub-contractors have not submitted the IB 5 of 5 approved Intent form; nor may not release retainage until the Contractor and all sub-contractors have submitted the approved Affidavit forms. The City requests that certified payroll for the Contractor and all sub-contractors be provided on a weekly basis. BID OPENING PROCEDURE Bids received prior to the bid submission deadline through the City of Pasco Plan Room be publicly opened and read aloud shortly after the 2:00pm deadline, in the Pasco City Council Chambers, located on the first floor of Pasco City Hall. Additionally, the Bid Opening will be available via a Microsoft Teams public webinar option. You can view the webinar from your computer, tablet or smartphone using the information below: City of Pasco Bid Opening: Water Main Replacement – Maple Drive, AC Main (Road 100 to Road 103) Thursday, February 10, 2022 2:00 PM - 3:00 PM (PST) Please join this meeting from your computer, tablet or smartphone. _____________________________________________________________________________ Microsoft Teams meeting Join on your computer or mobile app Click here to join the meeting Or call in (audio only) +1 323-676-6197,,496712525# United States, Los Angeles Phone Conference ID: 496 712 525# Find a local number | Reset PIN Learn More | Meeting options ______________________________________________________________________________ Attendees will be given an opportunity to ask questions towards the end of the bid opening, whether they are attending in-person or via the public webinar. BID SCHEDULE The proposal contains one bid schedule (Base Schedule). The determination of the low bid is based on the grand total of the Base Schedule. Proposal Bid Proposal .............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Non-Collusion Declaration ..................................................................................................................... NC-1 Prevailing Wage Rate Reference ......................................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-1 Certification of Compliance with Wage Payment Statutes ............................................................. CCWPS-1 Contract Regulations Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB-1 Special Provisions City of Pasco Special Provisions .............................................................................................................. SP-1 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-1 INTRODUCTION TO THE SPECIAL PROVISIONS 1 2 (August 14, 2013 APWA GSP) 3 4 The work on this project shall be accomplished in accordance with the Standard Specifications 5 for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State 6 Department of Transportation (WSDOT) and the American Public Works Association (APWA), 7 Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, 8 as modified or supplemented by the Amendments to the Standard Specifications and these 9 Special Provisions, all of which are made a part of the Contract Documents, shall govern all of 10 the Work. 11 12 These Special Provisions are made up of both General Special Provisions (GSPs) from various 13 sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each 14 Provision either supplements, modifies, or replaces the comparable Standard Specification, or is 15 a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion 16 of the Standard Specifications is meant to pertain only to that particular portion of the section, 17 and in no way should it be interpreted that the balance of the section does not apply. 18 19 The project-specific Special Provisions are not labeled as such. The GSPs are labeled under 20 the headers of each GSP, with the effective date of the GSP and its source. For example: 21 22 (March 8, 2013 APWA GSP) 23 (April 1, 2013 WSDOT GSP) 24 (******) Project Specific Special Provisions 25 (June 26, 2020 COP GSP) 26 27 Also incorporated into the Contract Documents by reference are: 28 • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 29 edition, with Washington State modifications, if any 30 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current 31 edition 32 • Pasco Municipal Code (PMC), A Codification of the General Ordinances 33 of the City of Pasco, Washington 34 35 Contractor shall obtain copies of these publications, at Contractor ’s own expense. 36 37 DESCRIPTION OF WORK 38 (March 13, 1995 WSDOT GSP) 39 40 This Contract provides for the improvement of a new water main, as replacement of the existing 41 water main, located along Maple Drive between Road 103 and Road 100, and other work, all in 42 accordance with the attached Contract Plans, these Contract Provisions, and the Standard 43 Specifications. 44 45 46 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-2 DIVISION 1 1 GENERAL REQUIREMENTS 2 3 1-01 Definitions and Terms 4 5 Definitions 6 (January 4, 2016 APWA GSP) 7 8 Delete the heading Completion Dates and the three paragraphs that follow it, and replace them 9 with the following: 10 11 Dates 12 Bid Opening Date 13 The date on which the City publicly opens and reads the Bids. 14 Award Date 15 The date of the formal decision of the City to accept the lowest responsible and 16 responsive Bidder for the Work. 17 Contract Execution Date 18 The date the City officially binds the Agency to the Contract. 19 Notice to Proceed Date 20 The date stated in the Notice to Proceed on which the Contract time begins. 21 Substantial Completion Date 22 The day the Engineer determines the City has full and unrestricted use and benefit of the 23 facilities, both from the operational and safety standpoint, any remaining traffic 24 disruptions will be rare and brief, and only minor incidental work, replacement of 25 temporary substitute facilities, plant establishment periods, or correction or repair 26 remains for the Physical Completion of the total Contract. 27 Physical Completion Date 28 The day all of the Work is physically completed on the project. All documentation 29 required by the Contract and required by law does not necessarily need to be furnished 30 by the Contractor by this date. 31 Completion Date 32 The day all the Work specified in the Contract is completed and all the obligations of the 33 Contractor under the contract are fulfilled by the Contractor. All documentation required 34 by the Contract and required by law must be furnished by the Contractor before 35 establishment of this date. 36 Final Acceptance Date 37 The date on which the City accepts the Work as complete. 38 39 (******) 40 Supplement this Section with the following: 41 42 All references in the Standard Specifications, Amendments, or WSDOT General Special 43 Provisions, to the terms “Department of Transportation”, “Washington State Transportation 44 Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and 45 “State Treasurer” shall be revised to read “City”. 46 47 All references to the terms “State” or “state” shall be revised to read “City” unless the 48 reference is to an administrative agency of the State of Washington, a State statute or 49 regulation, or the context reasonably indicates otherwise. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-3 1 All references to “State Materials Laboratory” shall be revised to read “City designated 2 location”. 3 4 All references to “certification of completed public improvements” shall be interpreted to 5 mean the City form(s) by which final acceptance is granted. Public improvements shall be 6 deemed accepted by the City one year from the date of certification. 7 8 Additive 9 A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, 10 which may, at the discretion of the City, be awarded in addition to the base bid. 11 12 Alternate 13 One of two or more units of work or groups of bid items, identified separately in the Bid 14 Proposal, from which the City may make a choice between different methods or material of 15 construction for performing the same work. 16 17 Business Day 18 A business day is any day from Monday through Friday except holidays as listed in Section 19 1-08.5. 20 21 City 22 Means the City of Pasco, a municipal corporation, as represented by its authorized officials, 23 employees or agents, who is responsible for the execution and administration of the 24 Contract. 25 26 Contract Bond 27 The definition in the Standard Specifications for “Contract Bond” applies to whatever bond 28 form(s) are required by the Contract Documents, which may be a combination of a Payment 29 Bond and a Performance Bond. 30 31 Contract Time 32 The period of time established by the terms and conditions of the Contract within which the 33 Work must be physically completed. 34 35 Contractor 36 The individual, partnership, firm, corporation, or joint venture under contract with the City, 37 including but not limited to their employees, representatives, consultants, authorized 38 officials, or agents, to perform the construction of the public works improvements, and any 39 engineers hired by the before stated entity. 40 41 City Inspector 42 The Engineer’s representative who is responsible for inspecting the Contractor ’s 43 performance in detail. Unless otherwise authorized by the City, the Inspector is not 44 responsible for the execution and administration of the Contract. 45 46 Notice of Award 47 The written notice from the City to the successful Bidder signifying the City’s acceptance of 48 the Bid Proposal. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-4 Notice to Proceed 1 The written notice from the City to the Contractor authorizing and directing the Contractor to 2 proceed with the Work and establishing the date on which the Contract time begins. 3 4 Standard Specifications 5 The latest edition of Standard Specifications for Road, Bridge, and Municipal Construction 6 prepared by the Washington State Department of Transportation, and amendments, and the 7 APWA GSP's for Division One that are, by this reference, made part of the Contract. Except 8 as may be amended, modified, or supplemented hereinafter, each section of the Standard 9 Specifications shall be considered part of the Contract. 10 11 Special Provisions 12 The Special Provisions supplement or modify the Standard Specifications and supersede 13 any conflicting provisions of the Standard Specifications for Road, Bridge, and Municipal 14 Construction and the appended amendments to the Standard Specifications and are made a 15 part the Contract. 16 17 Traffic 18 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 19 equestrian traffic. 20 21 1-02 BID PROCEDURES AND CONDITIONS 22 23 Prequalification of Bidders 24 25 Delete this section and replace it with the following: 26 27 1-02.1 Qualifications of Bidder 28 (January 24, 2011 APWA GSP) 29 30 Before award of a public works contract, a bidder must meet at least the minimum 31 qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified 32 to be awarded a public works project. 33 34 Plans and Specifications 35 (******) 36 37 Delete this section and replace it with the following: 38 39 Information as to where Bid Documents can be obtained or reviewed can be found in the 40 Call for Bids (Advertisement for Bids) for the work. 41 42 After award of the contract, plans and specifications will be issued to the Contractor at no 43 cost as detailed below: 44 45 To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 2 Furnished automatically upon award. City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-5 Contract Provisions 2 Furnished automatically upon award. Large plans (e.g., 22" x 34") 0 Furnished only upon request. 1 Additional plans and Contract Provisions may be obtained by the Contractor from the source 2 stated in the Call for Bids, at the Contractor’s own expense. 3 4 1-02.4(1) General 5 (******) 6 7 The first sentence of the fourth to last paragraph is revised to read: 8 9 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, 10 shall request the explanation or interpretation in writing by close of business 3 business 11 days preceding the bid opening to allow a written reply to reach all prospective Bidders 12 before the submission of their Bids. 13 14 The second sentence of the fourth to last paragraph is revised to read: 15 16 Explanations, interpretations, or instructions given by anyone before the Award of a 17 Contract that are not in the form of an Addendum will not be binding on the City. 18 19 1-02.4(2) Subsurface Information 20 (March 8, 2013 APWA GSP) 21 22 The second sentence in the first paragraph is revised to read: 23 24 The Summary of Geotechnical Conditions and the boring logs, if and when included as 25 an appendix to the Special Provisions, shall be considered as part of the Contract. 26 27 Proposal Forms 28 (July 31, 2017 APWA GSP) 29 30 Delete this section and replace it with the following: 31 32 The Proposal Form will identify the project and its location and describe the work. It will also 33 list estimated quantities, units of measurement, the items of work, and the materials to be 34 furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that 35 call for, but are not limited to, unit prices; extensions; summations; the total bid amount; 36 signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; 37 the bidder’s name, address, telephone number, and signature; the bidder’s 38 UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s 39 Registration Number; and a Business License Number, if applicable. Bids shall be 40 completed by typing or shall be printed in ink by hand, preferably in black ink. The required 41 certifications are included as part of the Proposal Form. 42 43 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-6 The City reserves the right to arrange the proposal forms with alternates and additives, if 1 such be to the advantage of the City. The bidder shall bid on all alternates and additives set 2 forth in the Proposal Form unless otherwise specified. 3 4 Preparation of Proposal 5 (******) 6 7 Supplement the second paragraph with the following: 8 4. If a minimum bid amount has been established for any item, the unit or lump sum price 9 must equal or exceed the minimum amount stated. 10 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by 11 the signer of the bid. 12 13 Delete the last three paragraphs, and replace them with the following: 14 15 If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 16 Subcontractor to perform those items of work. 17 18 If provided by the City in the bid documents, the Bidder shall submit the Certification of 19 Wage Law Compliance form with their Proposal. If required, failure to return this certification 20 as part of the Bid Proposal will make their Bid Nonresponsive and ineligible for Award. 21 22 The Bidder shall make no stipulation on the Bid Proposal, nor qualify the bid in any manner. 23 24 A bid by a corporation shall be executed in the corporate name, by the president or a vice 25 president (or other corporate officer accompanied by evidence of authority to sign). 26 27 A bid by a partnership shall be executed in the partnership name, and signed by a partner. 28 A copy of the partnership agreement shall be submitted with the Bid Proposal if any UDBE 29 requirements are to be satisfied through such an agreement. 30 31 A bid by a joint venture shall be executed in the joint venture name and signed by a member 32 of the joint venture. A copy of the joint venture agreement shall be submitted with their Bid 33 Proposal if any UDBE requirements are to be satisfied through such an agreement. 34 35 Bid Deposit 36 (March 8, 2013 APWA GSP) 37 38 Supplement this section with the following: 39 40 Bid bonds shall contain the following: 41 1. City-assigned number for the project; 42 2. Name of the project; 43 3. The City named as obligee; 44 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 45 represents five percent of the maximum bid amount that could be awarded; 46 5. Signature of the bidder’s officer empowered to sign official statements. The 47 signature of the person authorized to submit the bid should agree with the signature 48 on the bond, and the title of the person must accompany the said signature; 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-7 6. The signature of the surety’s officer empowered to sign the bond and the power of 1 attorney. 2 3 If so stated in the Contract Provisions, bidder must use the bond form included in the 4 Contract Provisions. 5 6 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 7 8 The bid bond shall be provided to the City in accordance with the guidance in the instruction 9 to bidders to be considered valid. 10 11 Delivery of Proposal 12 (December 19, 2019 APWA GSP, Option A) 13 14 Delete this section and replace it with the following: 15 16 Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project 17 Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 18 otherwise required in the Bid Documents, to ensure proper handling and delivery. 19 20 To be considered responsive on a FHWA-funded project, the Bidder may be required to 21 submit the following items, as required by Section 1-02.6: 22 23 • UDBE Written Confirmation Document from each UDBE firm listed on the Bidder’s 24 completed UDBE Utilization Certification (WSDOT 272-056U) 25 • Good Faith Effort (GFE) Documentation 26 • UDBE Bid Item Breakdown (WSDOT 272-054) 27 • UDBE Trucking Credit Form (WSDOT 272-058) 28 29 These documents, if applicable, shall be received either with the Bid Proposal or as a 30 supplement to the Bid. These documents shall be received no later than 48 hours (not 31 including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. 32 33 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 34 envelope labeled the same as for the Proposal, with “Supplemental Information” added. All 35 other information required to be submitted with the Bid Proposal must be submitted with the 36 Bid Proposal itself, at the time stated in the Call for Bids. 37 38 Proposals that are received as required will be publicly opened and read as specified in 39 Section 1-02.12. The City will not open or consider any Bid Proposal that is received after 40 the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location 41 other than that specified in the Call for Bids. The City will not open or consider any 42 “Supplemental Information” (UDBE confirmations, or GFE documentation) that is received 43 after the time specified above, or received in a location other than that specified in the Call 44 for Bids. 45 46 If an emergency or unanticipated event interrupts normal work processes of the City so that 47 Proposals cannot be received at the office designated for receipt of bids as specified in 48 Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-8 to the same time of day specified in the solicitation on the first work day on which the normal 1 work processes of the City resume. 2 3 Withdrawing, Revising, or Supplementing Proposal 4 (July 23, 2015 APWA GSP) 5 6 Delete this section, and replace it with the following: 7 8 After uploading an electronic Bid proposal to the City of Pasco Plan Room, if the Bidder 9 wishes to withdraw, revise, or supplement its Bid Proposal is received before the time set 10 for receipt of Bid Proposals, they may delete and upload files through the City of Pasco 11 Plan room website prior to the day and time of bid opening. The Contractor’s current files 12 at the time of bid opening will be considered the Contractor’s bid. 13 14 Unless specifically allowed in the Contract, emailed requests to withdraw, revise, or 15 supplement a Proposal are not acceptable. The Contracting Agency is not responsible for 16 delayed, partial, failed, illegible, or partially legible documents, and such documents may be 17 rejected as incomplete at the Bidder’s risk. 18 19 The City will not accept requests to revise or withdraw electronic bid Proposals. Such 20 activities are to be performed by the Bidder through the City of Pasco Plan Room website 21 in accordance with their terms and conditions. 22 23 Once the day and time of bid opening has passed, the Contractor will no longer be able to 24 withdraw, revise, or supplement their Bid Proposal. Mailed, emailed, or faxed requests to 25 withdraw, revise, or supplement a Bid Proposal are not acceptable. 26 27 Irregular Proposals 28 (December 19, 2019 APWA GSP) 29 30 Delete this section and replace it with the following: 31 32 1. A Proposal will be considered irregular and will be rejected if: 33 a. The Bidder is not prequalified when so required; 34 b. The authorized Proposal form furnished by the City is not used or is altered; 35 c. The completed Proposal form contains any unauthorized additions, deletions, 36 alternate Bids, or conditions; 37 d. The Bidder adds provisions reserving the right to reject or accept the award, or 38 enter into the Contract; 39 e. A price per unit cannot be determined from the Bid Proposal; 40 f. The Proposal form is not properly executed; 41 g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, 42 as required in Section 1-02.6; 43 h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged 44 Business Enterprise Certification, if applicable, as required in Section 1-02.6; 45 i. The Bidder fails to submit written confirmation from each UDBE firm listed on the 46 Bidder’s completed UDBE Utilization Certification that they are in agreement with 47 the bidder’s UDBE participation commitment, if applicable, as required in Section 48 1-02.6, or if the written confirmation that is submitted fails to meet the 49 requirements of the Special Provisions; 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-9 j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, 1 as required in Section 1-02.6, or if the documentation that is submitted fails to 2 demonstrate that a Good Faith Effort to meet the Condition of Award was made; 3 k. The Bidder fails to submit a UDBE Bid Item Breakdown form, if applicable, as 4 required in Section 1-02.6, or if the documentation that is submitted fails to meet 5 the requirements of the Special Provisions; 6 l. The Bidder fails to submit UDBE Trucking Credit Forms, if applicable, as required 7 in Section 1-02.6, or if the documentation that is submitted fails to meet the 8 requirements of the Special Provisions; 9 m. The Bid Proposal does not constitute a definite and unqualified offer to meet the 10 material terms of the Bid invitation; or 11 n. More than one Proposal is submitted for the same project from a Bidder under 12 the same or different names. 13 14 2. A Proposal may be considered irregular and may be rejected if: 15 a. The Proposal does not include a unit price for every Bid item; 16 b. Any of the unit prices are excessively unbalanced (either above or below the 17 amount of a reasonable Bid) to the potential detriment of the City; 18 c. Receipt of Addenda is not acknowledged; 19 d. A member of a joint venture or partnership and the joint venture or partnership 20 submit Proposals for the same project (in such an instance, both Bids may be 21 rejected); or 22 e. If Proposal form entries are not made in ink. 23 24 Disqualification of Bidders 25 (May 17, 2018 APWA GSP, Option A) 26 27 Delete this section and replace it with the following: 28 29 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 30 responsibility criteria in RCW 39.04.350(1), as amended. 31 32 The City will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 33 39.04.350(1). To assess bidder responsibility, the City reserves the right to request 34 documentation as needed from the Bidder and third parties concerning the Bidder’s 35 compliance with the mandatory bidder responsibility criteria. 36 37 If the City determines the Bidder does not meet the mandatory bidder responsibility criteria 38 in RCW 39.04.350(1) and is therefore not a responsible Bidder, the City shall notify the 39 Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this 40 determination, it may appeal the determination within two (2) business days of the City’s 41 determination by presenting its appeal and any additional information to the City. The City 42 will consider the appeal and any additional information before issuing its final determination. 43 If the final determination affirms that the Bidder is not responsible, the City will not execute a 44 contract with any other Bidder until at least two business days after the Bidder determined to 45 be not responsible has received the City’s final determination. 46 47 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-10 Pre Award Information 1 (August 14, 2013 APWA GSP) 2 3 Revise this section to read: 4 5 Before awarding any contract, the City may require one or more of these items or actions of 6 the apparent lowest responsible bidder: 7 1. A complete statement of the origin, composition, and manufacture of any or all 8 materials to be used, 9 2. Samples of these materials for quality and fitness tests, 10 3. A progress schedule (in a form the City requires) showing the order of and time 11 required for the various phases of the work, 12 4. A breakdown of costs assigned to any bid item, 13 5. Attendance at a conference with the Engineer or representatives of the Engineer, 14 6. Obtain, and furnish a copy of, a business license to do business in the city or county 15 where the work is located. 16 7. Any other information or action taken that is deemed necessary to ensure that the 17 bidder is the lowest responsible bidder. 18 19 1-03 AWARD AND EXECUTION OF CONTRACT 20 21 Consideration of Bids 22 (January 23, 2006 APWA GSP) 23 24 Revise the first paragraph to read: 25 26 After opening and reading proposals, the City will check them for correctness of extensions 27 of the prices per unit and the total price. If a discrepancy exists between the price per unit 28 and the extended amount of any bid item, the price per unit will control. If a minimum bid 29 amount has been established for any item and the bidder’s unit or lump sum price is less 30 than the minimum specified amount, the City will unilaterally revise the unit or lump sum 31 price, to the minimum specified amount and recalculate the extension. The total of 32 extensions, corrected where necessary, including sales taxes where applicable and such 33 additives and/or alternates as selected by the City, will be used by the City for award 34 purposes and to fix the Awarded Contract Price amount and the amount of the contract 35 bond. 36 37 Execution of Contract 38 (October 1, 2005 APWA GSP) 39 40 Revise this section to read: 41 42 Copies of the Contract Provisions, including the unsigned Form of Contract, will be available 43 for signature by the successful bidder on the first business day following award. The 44 number of copies to be executed by the Contractor will be determined by the City. 45 46 Within 10 calendar days after the award date, the successful bidder shall return the signed 47 City-prepared contract, an insurance certification as required by Section 1-07.18, and a 48 satisfactory bond as required by law and Section 1-03.4. Before execution of the contract 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-11 by the City, the successful bidder shall provide any pre-award information the City may 1 require under Section 1-02.15. 2 3 Until the City executes a contract, no proposal shall bind the City nor shall any work begin 4 within the project limits or within City-furnished sites. The Contractor shall bear all risks for 5 any work begun outside such areas and for any materials ordered before the contract is 6 executed by the City. 7 8 If the bidder experiences circumstances beyond their control that prevents return of the 9 contract documents within the calendar days after the award date stated above, the City 10 may grant up to a maximum of 5 additional calendar days for return of the documents, 11 provided the City deems the circumstances warrant it. 12 13 Contract Bond 14 (July 23, 2015 APWA GSP) 15 16 Delete the first paragraph and replace it with the following: 17 18 The successful bidder shall provide executed payment and performance bond(s) for the full 19 contract amount. The bond may be a combined payment and performance bond; or be 20 separate payment and performance bonds. In the case of separate payment and 21 performance bonds, each shall be for the full contract amount. The bond(s) shall: 22 1. Be on City-furnished form(s); 23 2. Be signed by an approved surety (or sureties) that: 24 a. Is registered with the Washington State Insurance Commissioner, and 25 b. Appears on the current Authorized Insurance List in the State of Washington 26 published by the Office of the Insurance Commissioner, 27 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 28 conditions under the Contract, including but not limited to the duty and obligation to 29 indemnify, defend, and protect the City against all losses and claims related directly or 30 indirectly from any failure: 31 a. Of the Contractor (or any of the employees, Subcontractors, or lower tier 32 Subcontractors of the Contractor) to faithfully perform and comply with all contract 33 obligations, conditions, and duties, or 34 b. Of the Contractor (or the Subcontractors or lower tier Subcontractors of the 35 Contractor) to pay all laborers, mechanics, Subcontractors, lower tier 36 Subcontractors, material person, or any other person who provides supplies or 37 provisions for carrying out the work; 38 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 39 project under titles 50, 51, and 82 RCW; and 40 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the 41 bond; and 42 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 43 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by 44 the president or vice president, unless accompanied by written proof of the authority of 45 the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, 46 power of attorney, or a letter to such effect signed by the president or vice president). 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-12 Judicial Review 1 (November 30, 2018 APWA GSP) 2 3 Revise this section to read: 4 5 Any decision made by the City regarding the Award and execution of the Contract or Bid 6 rejection shall be conclusive subject to the scope of judicial review permitted under 7 Washington Law. Such review, if any, shall be timely filed in the Superior Court of the 8 county where the City headquarters is located, provided that where an action is asserted 9 against a county, RCW 36.01.050 shall control venue and jurisdiction. 10 11 1-04 SCOPE OF THE WORK 12 13 Coordination of Contract Documents, Plans, Special Provisions, Specifications 14 and Addenda 15 (******) 16 17 Revise the second paragraph to read: 18 19 Any inconsistency in the parts of the contract shall be resolved by following this order of 20 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 21 22 1. Addenda, 23 2. Proposal Form, 24 3. Special Provisions, 25 4. Contract Plans, 26 5. Amendments to the Standard Specifications, 27 6. Standard Specifications, 28 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 29 30 Changes 31 (******) 32 33 Supplement this section with the following: 34 35 The Contractor is responsible for determining all work, scheduling and costs impacts caused 36 by changes, and shall include such when proposing the price and time for the change. No 37 subsequent requests for compensation or time will be accepted once the change has been 38 approved or the protest period [Section 1-04.5] expires. 39 40 No changes in the work covered by the approved Contract shall be made without having 41 prior written approval of the City. Note that submittal review does not constitute approval of 42 a change order. Changes shown on shop drawings or submittals only will not satisfy this 43 requirement. Work performed before a change is approved is at the Contractor’s risk, and at 44 the discretion of the City at the contractor’s expense. 45 46 Variation in Estimated Quantities 47 (******) 48 49 Delete this section and replace it with the following: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-13 1 Payment to the Contractor will be made for the actual quantities of Work performed and 2 accepted in conformance with the Contract. When the accepted quantity of work performed 3 under a unit item varies from the original Proposal quantity, payment will be at the unit 4 Contract price for all Work. The quantities listed in the unit price Bid Proposal are estimates 5 for bidding purposes only. There will be no adjustments in price due to increases or 6 decreases in quantities regardless of the magnitude. The 25 percent provisions of WSDOT 7 Standard Specification Section 1-04.6 (which is replaced by these special provisions)shall 8 not apply to: All Bid Items. Payment will be made at the unit contract price for actual 9 quantities of work completed. 10 11 Differing Site Conditions (Changed Conditions) 12 (******) 13 14 Supplement this section with the following: 15 16 Depths are approximate and provided for informational purposes only. Contractor shall 17 verify the actual depths. Variation between the actual depth and the depth indicated on the 18 construction plans shall not constitute a changed condition. 19 20 The pipe diameters provided on the construction plans are the nominal pipe diameters. 21 Contractor shall measure all actual pipe diameters and lengths prior to ordering any 22 material. If a nominal pipe diameter is encountered that is different from the nominal 23 diameter shown on the construction plans, payment shall be per the unit price established 24 for the actual nominal pipe diameter. If no unit price is established for a given nominal pipe 25 diameter, payment shall be per section 1-04.4. 26 27 Final Cleanup 28 (June 26, 2020 COP GSP) 29 30 Delete this section and replace it with the following: 31 32 The Contractor shall perform final cleanup as provided in this section to the City’s 33 satisfaction. The date of acceptance will not be established until this is done. The material 34 sites and all ground the Contractor occupied to do the work shall be left neat and 35 presentable. The Contractor shall: 36 37 1. Remove all rubbish, surplus materials, discarded materials, falsework, temporary 38 structures, equipment, and debris, and 39 40 2. Deposit in embankments, or remove from the project, all unneeded, oversized rock 41 left from grading, surfacing, or paving. 42 43 Partial cleanup shall be done by the Contractor when they feel it is necessary or when, in 44 the opinion of the City, partial clean-up should be done prior to either major cleanup or final 45 inspection. 46 47 (June 26, 2020 COP GSP) 48 Add the following new section: 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-14 Waste Site 1 2 Where there is additional waste excavation in excess of that needed for the project and 3 in excess of that needed for compliance with requests of the City, the Contractor shall 4 secure and operate their own waste site at their own expense. The Contractor shall 5 also be required to secure and operate their own waste site at their own expense for 6 the disposal of all unsuitable material, asphalt, concrete, debris, or waste material, and 7 any other objectionable material which is directed to waste. 8 9 The Contractor shall comply with the State of Washington's regulations regarding 10 disposal of waste material as outlined in WAC 173-304, Subchapter 461. 11 12 1-05 CONTROL OF WORK 13 14 Authority of the Engineer 15 (June 26, 2020 COP GSP) 16 17 Supplement this section with the following: 18 19 Unless otherwise provided in the approved Contract, the means and methods of 20 construction shall be such as the Contractor may choose; subject, however, to the City’s 21 right to reject the means and methods proposed by the Contractor which (1) will constitute 22 or create a hazard to the work, or to persons or property; or (2) in the City’s opinion will not 23 produce finished work in accordance with the terms of the Contract. Approval of the 24 Contractor's means and methods of construction or their failure to exercise their right to 25 reject such means or methods shall not relieve the Contractor of the obligation to 26 accomplish the result intended by the Contract; nor shall the exercise of such right to reject 27 create a cause for action for damages. 28 29 (******) 30 Add the following new section: 31 32 1-05.3(1) Project Record Drawings 33 34 The Contractor shall maintain a neatly marked and legible red-lined set of plans and 35 specifications, which shall be updated at a minimum on a weekly basis, with all field 36 instruction, change orders, and construction adjustments. The Contractor ’s red-lined 37 drawings/specifications shall be subject to the inspection of the City at all times. The 38 red-lined set of plans shall include all as-built survey information required in the 39 Contract. 40 41 The responsibility of preparing and maintaining Record Drawings shall be performed or 42 overseen by an experienced, and qualified individual. The quality of the Record 43 Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow 44 the City to modify the computer-aided drafting (CAD) Contract Drawings to produce a 45 complete set of Record Drawings for the Contracting Agency without further 46 investigative effort by the Contracting Agency. 47 48 The Record Drawing markups shall document all changes in the Work, both concealed 49 and visible. Items that must be shown on the markups include but are not limited to: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-15 1 • Actual Dimensions, arrangement, and materials used when different than shown 2 in the Plans. 3 • Changes made by Change Order or Field Order. 4 • Changes made by the Contractor. 5 • Accurate locations, both horizontally and vertically, of storm sewer, sanitary 6 sewer, water mains and other water appurtenances, structures, conduits, light 7 standards, vaults, width of roadways, sidewalks, landscaping area, building 8 footprints, channelization and pavement markings, etc. Include pipe invert 9 elevations, top of castings (manholes, inlets, etc.). 10 11 Drawings shall be subject to the inspection by the City at all times. Prior to acceptance 12 of the work, the Contractor shall deliver to the City one set of neatly marked record 13 drawings showing the information required above. Requests for partial payment will not 14 be approved if the marked-up prints are not kept current, and request for final payment 15 will not be approved until the fully complete marked-up prints are delivered to and 16 accepted by the City. 17 18 (******) 19 Add the following new section: 20 21 1-05.3(2) Measurement 22 23 The Bid item “RECORD DRAWINGS, MIN. BID $1,000.00” shall be measured as lump 24 sum (LS). 25 26 (******) 27 Add the following new section: 28 29 1-05.3(3) Payment 30 31 Payment will be made for each of the following Bid items that are included in the Proposal: 32 “RECORD DRAWINGS”, lump sum (LS). 33 34 The lump sum (LS) Contract price for “RECORD DRAWINGS, MIN. BID $1,000.00” shall 35 be for the full compensation of materials, equipment, and labor necessary to complete a 36 full set of Record Drawings as described in Section 1-05.3(1) of these Special Provisions, 37 except for those costs included in other items which are included in this Subsection and 38 which are included in the Proposal. 39 40 Conformity With and Deviations from Plans and Stakes 41 (******) 42 43 Supplement this section with the following: 44 45 Contractor Surveying - Roadway 46 47 The Contractor shall be responsible for setting, maintaining, and resetting all primary 48 survey control, alignment stakes, slope stakes, and grades necessary for the construction 49 of the roadbed, drainage, surfacing, paving, channelization and pavement marking, 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-16 illumination and signals, guardrails and barriers, and signing. Calculations, surveying, and 1 measuring required for setting and maintaining the necessary lines and grades shall be the 2 Contractor's responsibility. 3 4 The Contractor shall inform the Engineer when monuments are discovered that were not 5 identified in the Plans and construction activity may disturb or damage the monuments. All 6 monuments shall be protected throughout the length of the project or be replaced at the 7 Contractors expense. 8 9 Detailed survey records shall be maintained by the Contractor, including a description of 10 the work performed on each shift, the methods utilized, and the control points used. The 11 record shall be adequate to allow the survey to be reproduced. A copy of each day's record 12 shall be provided to the Engineer within three working days after the end of the shift. 13 14 The meaning of words and terms used in this provision shall be as listed in "Definitions of 15 Surveying and Associated Terms" current edition, published by the American Congress on 16 Surveying and Mapping and the American Society of Civil Engineers. 17 18 The survey work shall include but not be limited to the following: 19 20 1. Establish the primary horizontal and vertical control, and expand into secondary 21 control by adding stakes and hubs as well as additional survey control needed for 22 the project. Provide descriptions of secondary control to the Contracting Agency. 23 The description shall include coordinates and elevations of all secondary control 24 points. 25 26 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on 27 centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at 28 points on the alignments spaced no further than 50 feet. 29 30 3. Establish clearing limits, placing stakes at all angle points and at intermediate 31 points not more than 50 feet apart. The clearing and grubbing limits shall be 5 32 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise 33 shown in the Plans. 34 35 4. Establish grading limits, placing slope stakes at centerline increments not more 36 than 50 feet apart. Establish offset reference to all slope stakes. If Global 37 Positioning Satellite (GPS) Machine Controls are used to provide grade control, 38 then slope stakes may be omitted at the discretion of the Contractor 39 40 5. Establish the horizontal and vertical location of all drainage features, placing offset 41 stakes to all drainage structures and to pipes at a horizontal interval not greater 42 than 25 feet. 43 44 6. Establish roadbed and surfacing elevations by placing stakes at the top of 45 subgrade and at the top of each course of surfacing. Subgrade and surfacing 46 stakes shall be set at horizontal intervals not greater than 50 feet in tangent 47 sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot 48 intervals in intersection radii with a radius less than 10 feet. Transversely, stakes 49 shall be placed at all locations where the roadway slope changes and at additional 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-17 points such that the transverse spacing of stakes is not more than 12 feet. If GPS 1 Machine Controls are used to provide grade control, then roadbed and surfacing 2 stakes may be omitted at the discretion of the Contractor. 3 4 7. Establish intermediate elevation benchmarks as needed to check work throughout 5 the project. 6 7 8. Provide references for paving pins at 25-foot intervals or provide simultaneous 8 surveying to establish location and elevation of paving pins as they are being 9 placed. 10 11 9. For all other types of construction included in this provision, (including but not 12 limited to channelization and pavement marking, illumination and signals, 13 guardrails and barriers, and signing) provide staking and layout as necessary to 14 adequately locate, construct, and check the specific construction activity. 15 16 10. Contractor shall determine if changes are needed to the profiles or roadway 17 sections shown in the Contract Plans in order to achieve proper smoothness and 18 drainage where matching into existing features, such as a smooth transition from 19 new pavement to existing pavement. The Contractor shall submit these changes 20 to the Engineer for review and approval 10 days prior to the beginning of work. 21 22 The Contractor shall provide the Contracting Agency copies of any calculations and staking 23 data when requested by the Engineer. 24 25 The Contractor shall ensure a surveying accuracy within the following tolerances: 26 27 Vertical Horizontal 28 Slope stakes ±0.10 feet ±0.10 feet 29 Subgrade grade stakes set 30 0.04 feet below grade ±0.01 feet ±0.5 feet 31 (parallel to alignment) 32 ±0.1 feet 33 (normal to alignment) 34 35 Stationing on roadway N/A ±0.1 feet 36 Alignment on roadway N/A ±0.04 feet 37 Surfacing grade stakes ±0.01 feet ±0.5 feet 38 (parallel to alignment) 39 ±0.1 feet 40 (normal to alignment) 41 42 Roadway paving pins for 43 surfacing or paving ±0.01 feet ±0.2 feet 44 (parallel to alignment) 45 ±0.1 feet 46 (normal to alignment) 47 48 The Contracting Agency may spot-check the Contractor's surveying. These spot-checks 49 will not change the requirements for normal checking by the Contractor. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-18 1 When staking roadway alignment and stationing, the Contractor shall perform independent 2 checks from different secondary control to ensure that the points staked are within the 3 specified survey accuracy tolerances. 4 5 The Contractor shall calculate coordinates for the alignment. The Contracting Agency will 6 verify these coordinates prior to issuing approval to the Contractor for commencing with the 7 work. The Contracting Agency will require up to seven calendar days from the date the 8 data is received. 9 10 Contract work to be performed using contractor-provided stakes shall not begin until the 11 stakes are approved by the Contracting Agency. Such approval shall not relieve the 12 Contractor of responsibility for the accuracy of the stakes. 13 14 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are 15 needed that are not described in the Plans, then those stakes shall be marked, at no 16 additional cost to the Contracting Agency as ordered by the Engineer. 17 18 GPS systems may be used by the Contractor, but physical reference points shall be 19 available for City Inspectors. 20 21 Payment 22 23 No separate payment will be Payment will be made for Roadway Surveying. All costs 24 associated with Roadway Surveying" will be considered incidental to other bid items. 25 26 27 Inspections of Work and Materials 28 (June 26, 2020 COP GSP) 29 30 Supplement this section with the following: 31 32 The City may not be on the job site full-time. The Contractor shall follow the approved 33 construction plans and specifications, schedule, and request inspections and testing at the 34 appropriate times as required herein. The Contractor shall provide a minimum two (2) 35 business days of notice to the City to request inspections and/or testing, but in no case 36 shall there be more than three (3) business days of notice. The request shall state the date 37 and approximate time the inspection and/or test is requested. Should the Contractor 38 request inspection and/or testing on short notice, the City will make every effort to 39 accommodate the Contractor’s request but no guarantees shall apply. The Contractor shall 40 prepare a project schedule and submit it to the City for review. The approved project 41 schedule shall also be used as a guide for the Contractor to schedule inspections. 42 43 The Contractor shall be prepared for Contractor-scheduled inspections. If over the 44 duration of the Contract the Contractor fails more than twice to be prepared for Contractor-45 scheduled inspections or tests, all subsequent costs associated with re-mobilizing 46 inspectors shall be borne by the Contractor. 47 48 At the beginning of the project, or each applicable construction activity, the Contractor shall 49 meet with City and establish a minimum 100 feet of product, in the field, which meets the 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-19 specifications. This work includes: Survey staking and control, pavement cuts, utility 1 trenches, trench bedding, pipe installation, backfill, patches, curb and gutter alignment, 2 grade and finish, sidewalk finish, paving finish, and any other activities determined by the 3 City to be important to the project. No major amount of work shall proceed until this is 4 established. This does not waive the Contractor ’s requirements in the specifications for 5 quality control or materials used. 6 7 Inspections and testing are mandatory for acceptance of backfilling any utility trenches; 8 placing base course and top course for streets; paving; placing sidewalks, curbs and 9 gutters; storm, sewer and water line installation. 10 11 Removal of Defective and Unauthorized Work 12 (******) 13 14 Supplement this section with the following: 15 16 If the Contractor fails to remedy defective or unauthorized work within the time specified in a 17 written notice from the City, or fails to perform any part of the work required by the Contract 18 Documents, the City may correct and remedy such work as may be identified in the written 19 notice, with City forces or by such other means as the City may deem necessary. 20 21 If the Contractor fails to comply with a written order to remedy what the City determines to 22 be an emergency situation, the City may have the defective and unauthorized work 23 corrected immediately, have the rejected work removed and replaced, or have work the 24 Contractor refuses to perform completed by using City or other forces. An emergency 25 situation is any situation when, in the opinion of the City, a delay in its remedy could be 26 potentially unsafe, or might cause serious risk of loss or damage to the public. 27 28 Direct or indirect costs incurred by the City attributable to correcting and remedying 29 defective or unauthorized work, or work the Contractor failed or refused to perform, shall be 30 paid by the Contractor. Payment will be deducted by the City from monies due, or to 31 become due to the City by the Contractor. Such direct and indirect costs shall include in 32 particular, but without limitation, compensation for additional professional services required, 33 and costs for repair and replacement of work of others destroyed or damaged by correction, 34 removal, or replacement of the Contractor’s unauthorized work. 35 36 No adjustment in contract time or compensation will be allowed because of the delay in the 37 performance of the work attributable to the exercise of the City’s rights provided by this 38 Section. 39 40 The rights exercised under the provisions of this section shall not diminish the City’s right to 41 pursue any other avenue for additional remedy or damages with respect to the Contractor’s 42 failure to perform the work as required. 43 44 Supplement this section with the following: 45 (June 26, 2020 COP GSP) 46 47 For new roadway/street construction and overlays, HMA work rejected shall require the 48 replacement of the entire road or street width from block to block or as approved in writing 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-20 from the City. For trench patching, HMA work rejected shall require the replacement of the 1 entire patch width from block to block or as approved in writing from the Engineer. 2 3 (June 26, 2020 COP GSP) 4 Add the following new section: 5 6 Means and Methods 7 8 Unless otherwise provided in the Contract, the means and methods of construction 9 shall be such as the Contractor may choose; subject, however, to the City’s right to 10 reject means and methods proposed by the Contractor which (1) will constitute or 11 create a hazard to the work, or to persons or property; or (2) will not produce finished 12 work in accordance with the terms of the Contract. The Consultant's or City’s approval 13 of the Contractor's means and methods of construction or their failure to exercise their 14 right to reject such means or methods shall not relieve the Contractor of the obligation 15 to accomplish the result intended by the Contract; nor shall the exercise of such right to 16 reject create a cause for action for damages. 17 18 Guarantees 19 (June 26, 2020 COP GSP) 20 21 Delete this section and replace it with the following: 22 23 If defective and unauthorized materials or work is discovered within the guarantee timeframe 24 after the certification of completed public improvements date, the Contractor shall promptly, 25 upon written request, return and in accordance with the instructions either correct such 26 work, or if such work has been rejected, remove it from the Project Site and replace it with 27 non-defective and authorized work, all without cost to the City. If the Contractor does not 28 promptly comply with the written request to correct defective and unauthorized work, or if an 29 emergency exists, the City reserves the right to have defective and unauthorized work 30 corrected or rejected, removed, and replaced pursuant to the provisions of Section 1-05.7 of 31 the Standard Specifications. 32 33 Final Acceptance 34 35 Delete this section and replace it with the following: 36 37 1-05.11 Final Inspections and Operational Testing 38 (October 1, 2005 APWA GSP) 39 40 1-05.11(1) Substantial Completion Date 41 42 When the Contractor considers the work to be substantially complete, the Contractor shall 43 so notify the Engineer and request the Engineer establish the Substantial Completion Date. 44 The Contractor’s request shall list the specific items of work that remain to be completed in 45 order to reach physical completion. The Engineer will schedule an inspection of the work 46 with the Contractor to determine the status of completion. The Engineer may also establish 47 the Substantial Completion Date unilaterally. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-21 If, after this inspection, the Engineer concurs with the Contractor that the work is 1 substantially complete and ready for its intended use, the Engineer, by written notice to the 2 Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer 3 does not consider the work substantially complete and ready for its intended use, the 4 Engineer will, by written notice, so notify the Contractor giving the reasons therefor. 5 6 Upon receipt of written notice concurring in or denying substantial completion, whichever is 7 applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 8 interruption, the work necessary to reach Substantial and Physical Completion. The 9 Contractor shall provide the Engineer with a revised schedule indicating when the 10 Contractor expects to reach substantial and physical completion of the work. 11 12 The above process shall be repeated until the Engineer establishes the Substantial 13 Completion Date and the Contractor considers the work physically complete and ready for 14 final inspection. 15 16 1-05.11(2) Final Inspection and Physical Completion Date 17 18 When the Contractor considers the work physically complete and ready for final inspection, 19 the Contractor by written notice, shall request the Engineer to schedule a final inspection. 20 The Engineer will set a date for final inspection. The Engineer and the Contractor will then 21 make a final inspection and the Engineer will notify the Contractor in writing of all particulars 22 in which the final inspection reveals the work incomplete or unacceptable. The Contractor 23 shall immediately take such corrective measures as are necessary to remedy the listed 24 deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption 25 until physical completion of the listed deficiencies. This process will continue until the 26 Engineer is satisfied the listed deficiencies have been corrected. 27 28 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 29 written notice listing the deficiencies, the Engineer may, upon written notice to the 30 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 31 Section 1-05.7. 32 33 The Contractor will not be allowed an extension of contract time because of a delay in the 34 performance of the work attributable to the exercise of the Engineer’s right hereunder. 35 36 Upon correction of all deficiencies, the Engineer will notify the Contractor and the City, in 37 writing, of the date upon which the work was considered physically complete. That date 38 shall constitute the Physical Completion Date of the contract, but shall not imply acceptance 39 of the work or that all the obligations of the Contractor under the contract have been fulfilled. 40 41 1-05.11(3) Operational Testing 42 43 It is the intent of the City to have at the Physical Completion Date a complete and operable 44 system. Therefore when the work involves the installation of machinery or other mechanical 45 equipment; street lighting, electrical distribution or signal systems; irrigation systems; 46 buildings; or other similar work it may be desirable for the Engineer to have the Contractor 47 operate and test the work for a period of time after final inspection but prior to the physical 48 completion date. Whenever items of work are listed in the Contract Provisions for 49 operational testing they shall be fully tested under operating conditions for the time period 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-22 specified to ensure their acceptability prior to the Physical Completion Date. During and 1 following the test period, the Contractor shall correct any items of workmanship, materials, 2 or equipment which prove faulty, or that are not in first class operating condition. 3 Equipment, electrical controls, meters, or other devices and equipment to be tested during 4 this period shall be tested under the observation of the Engineer, so that the Engineer may 5 determine their suitability for the purpose for which they were installed. The Physical 6 Completion Date cannot be established until testing and corrections have been completed to 7 the satisfaction of the Engineer. 8 9 The costs for power, gas, labor, material, supplies, and everything else needed to 10 successfully complete operational testing, shall be included in the unit contract prices 11 related to the system being tested, unless specifically set forth otherwise in the proposal. 12 Operational and test periods, when required by the Engineer, shall not affect a 13 manufacturer’s guaranties or warranties furnished under the terms of the contract. 14 15 Add the following new section: 16 17 1-05.12(1) Warranty 18 (******) 19 20 The Contractor shall guarantee the work for a period of one year from the date of 21 acceptance against defects in the work as described in the construction drawings and 22 project specifications and otherwise set forth in the contract documents. Contractor shall 23 start work to remedy such defects within seven (7) days of mailing notice of discovery 24 thereof by the City and shall complete such work within a reasonable time. In 25 emergencies where damage may result from delay or where loss of service may result, 26 such corrections may be made by the City, in which case the cost shall be borne by 27 Contractor. In the event Contractor does not accomplish corrections at the time 28 specified, the work will be otherwise accomplished and the cost of same shall be paid by 29 Contractor. 30 31 The Contractor shall be liable for any costs, losses, expenses or damages including 32 consequential damages suffered by the City resulting from defects in the Contractor’s 33 work. This includes, but is not limited to the cost of Engineering, inspection, and 34 supervision by the City. The Contractor shall hold the City harmless from any and all 35 claims which may be made against the City as a result of any defective work and the 36 Contractor shall defend any such claims at their own expense. 37 38 Warranty does not cover damage due to misuse by the City or conditions outside of the 39 City or Contractor’s control or exceptional events (force majeure) including war, strikes, 40 floods (water exceeding normal high water mark), rainfall in excess of 100 year storm 41 event, fire, earthquakes, high winds (over 85 mph for 3 seconds peak gust), freezes 42 below minus 10 degrees Fahrenheit (Eastern Washington), governmental restrictions, 43 vandalism, and power failures or surges. The Contractor has control over workmanship, 44 third party subcontractors and parts and materials used to complete the project. 45 46 Superintendents, Labor, and Equipment of Contractor 47 (August 14, 2013 APWA GSP) 48 49 Delete the sixth and seventh paragraphs of this section. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-23 1 Cooperation with Other Contractors 2 (June 26, 2020 COP GSP) 3 4 Supplement this section with the following: 5 6 No additional compensation will be given to the Contractor for any coordination or delays 7 caused by other nearby construction projects. 8 9 Method of Serving Notices 10 (March 25, 2009 APWA GSP) 11 12 Revise the second paragraph to read: 13 14 All correspondence from the Contractor shall be directed to the Project Engineer. All 15 correspondence from the Contractor constituting any notification, notice of protest, notice of 16 dispute, or other correspondence constituting notification required to be furnished under the 17 Contract, must be in paper format, hand delivered or sent via mail delivery service to the 18 Project Engineer's office. Electronic copies such as e-mails or electronically delivered 19 copies of correspondence will not constitute such notice and will not comply with the 20 requirements of the Contract. 21 22 (******) 23 Add the following new section: 24 Water and Power 25 26 Water Supply: The Contractor shall make necessary arrangements, and shall bear the 27 costs for water necessary for the performance of the work. Water for use on the projects 28 may be purchased from the City of Pasco, and the Contractor shall arrange for and 29 convey the water from the nearest convenient hydrant or other source at their own 30 expense. The hydrants shall be used in accordance with the City of Pasco Water 31 Department regulations. 32 33 If City water is used for any work related to a project, a fire hydrant meter and gate valve 34 will need to be obtained from the City of Pasco to be used specifically for this project. 35 The City will charge the Contractor for any water used during construction. The 36 Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be 37 allowed to operate any other City owned valve. The Contractor shall provide the 38 necessary back flow prevention device when connecting to the water service. The Fire 39 Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the 40 Customer Service Window and the Engineering Department. 41 42 The City reserves the right to deny the use of fire hydrants where deemed inappropriate 43 by the City. 44 45 Power Supply: The Contractor shall make necessary arrangements, and shall bear the 46 costs for power necessary for the performance of the work. 47 48 (June 26, 2020 COP GSP) 49 Add the following new section: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-24 1 Oral Agreements 2 3 The following new section shall be added to the Standard Specifications: 4 5 No oral agreement or conversation with any officer, agent, or employee of the City, either 6 before or after construction, shall affect or modify any of the terms or obligations 7 contained in any of the City-approved documents. Such oral agreement or 8 conversation shall be considered as unofficial information and in no way binding upon 9 the City, unless subsequently put in writing and signed by the City. 10 11 1-06 CONTROL OF MATERIAL 12 13 Approval of Materials Prior to Use 14 (******) 15 16 Revise the first paragraph to read: 17 18 Product substitution requests shall be submitted by the Contractor to the City in advance of 19 associated submittals. 20 21 Prior to purchasing any materials for use, the Contractor shall submit documentation to the 22 City of all proposed material. The Contractor shall use the Request for Approval of Material 23 (RAM) form, WSDOT Form 350-071, which shall be provided to the City as a submittal. 24 Materials included in the WSDOT Qualified Products List (QPL) but not in the City’s 25 Construction Standards will be taken under consideration by use of the RAM form. 26 27 Submittal review is only for general conformance with the design concept and the 28 information given in the Contract Documents. Submittal review and the associated 29 comments do not constitute a complete verification of the submittal, and do not relieve the 30 Contractor from compliance with the Contract Documents. Review and approval of a 31 specific item shall not constitute review and approval of the associated assembly of which 32 the item is a component. The Contractor is responsible for compatibility of assembly 33 components. The Contractor is additionally responsible for: dimensions to be confirmed 34 and coordinated at the jobsite; information that pertains solely to the fabrication process or 35 to the means, methods, techniques, sequences and procedures of construction; 36 coordination of the work with that of all other trades, and performing all work safely and 37 with good workmanship. Any deviation from the Contract Documents by the Contractor 38 shall be clearly noted. Any such deviation not noted has not been reviewed. Any 39 fabrications or other work performed in advance of the receipt of approved submittals shall 40 be entirely at the Contractor’s risk and expense. 41 42 Submittal Process 43 44 Processing Time 45 46 Allow time for submittal review, including time for resubmittals, as follows. Time for review 47 shall commence on City’s receipt of submittal. No extension of the Contract time will be 48 authorized because of failure to transmit submittals enough in advance of the work to 49 permit processing, including resubmittals. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-25 1 1. Initial Review: 2 Allow ten (10) working days for initial review of each submittal. Allow additional 3 time if coordination with subsequent submittals is required. City will advise 4 Contractor when a submittal being processed must be delayed for coordination. 5 2. Resubmittal Review: 6 Allow five (5) working days for review of each resubmittal. 7 8 Submittal Response 9 10 The City will note the submittal status when responding to a submittal as follows: 11 12 1. Under Review 13 2. Approved: 14 If the review indicates that the submittal appears to be in conformance with the 15 Contract Documents, the submittal will be marked "APPROVED". The Contractor 16 may begin implementing the work method or incorporating the material or 17 equipment covered by the submittal. 18 3. Approved As Noted: 19 If the review indicates that the submittal is insufficient or that limited corrections are 20 required, the submittal will be marked "APPROVED AS NOTED". The Contractor 21 may begin implementing the work method or incorporating the material or 22 equipment covered by the submittal, in accordance with the noted corrections. 23 Where submittal information will be incorporated in operation and maintenance 24 plan, a corrected copy shall be provided within 30 days, otherwise no further action 25 will be required. 26 4. Revise & Resubmit: 27 If the review reveals that the submittal is substantially insufficient or contains 28 incorrect data to an extent that requires revision and re-review by the District prior 29 to proceeding with the associated work, the submittal will be marked "RESUBMIT" 30 and returned to the Contractor. This indicated that the Contractor should not 31 proceed with the relevant portion of work, at-risk or otherwise, until a revised 32 submittal has been submitted, reviewed, and accepted by the District as either 33 “APPROVED”, or “APPROVED AS NOTED.” 34 5. Rejected 35 6. N/A: 36 If the review reveals that the submittal is not required by the Contract Documents, 37 at the District’s discretion it may be returned by the District without action marked 38 “N/A” This does not constitute review of the submittal, and is only communicating 39 that District review of this submittal is not required by the Contract Documents. It is 40 the Contractor ’s responsibility to follow up with the District if the Contractor needs 41 approval of information in a submittal that was marked “N/A.” 42 43 The Contract for the Work, as awarded, shall be on the basis of adhering to specifications 44 in the Contract Documents for Bid Items such as labor, materials, equipment, and/or 45 procedures. 46 47 Proposal by the Bidder for an “or-equal”, and/or “substitute”, to those items shall be 48 approved by the City and identified by an Addendum. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-26 1-06.2(1) Samples and Tests for Acceptance 1 (******) 2 3 Supplement this section with the following: 4 5 The Contractor shall coordinate with the City and schedule all material and compaction 6 testing required by these special provisions, which will be paid for by the City. All costs 7 associated with subsequent testing due to failure to meet acceptance criteria will be paid 8 by the Contractor. 9 10 Trench Backfill 11 12 The City will perform three (3) compaction tests, at varying depths, within the first one 13 hundred (100) feet of pipeline installed to establish compaction method. Once a 14 satisfactory method has been established by the Contractor, one test shall be performed 15 for each one hundred (100) linear feet of pipeline installed. Tests shall be taken at varying 16 depths along the trench. Compaction method shall be reestablished each time backfill 17 material, compaction equipment, or method of operation changes. 18 19 Roadway Subgrade 20 21 The City will perform two (2) compaction tests for the first ten thousand (10,000) square feet 22 and one (1) test for each additional ten thousand (10,000) square feet. 23 24 The City may request additional tests be performed at the Contractor's expense, if test 25 results do not meet the required subgrade densities. Subgrade compaction shall be as 26 specified for Roadway Embankment in Section 2-03.3(14)C, Method C. 27 28 Embankment 29 30 The City will perform two (2) compaction tests for the first one thousand (1,000) square feet 31 and one (1) test for each additional one thousand (1,000) square feet. Tests will be taken at 32 varying depths within the embankment. 33 34 The City may request additional tests be performed at the Contractor's expense, if test 35 results do not meet the required subgrade densities. Subgrade compaction shall be as 36 specified for Roadway Embankment in Section 2-03.3(14)C, Method C. 37 38 Ballast and Crushed Surfacing 39 40 The City will perform two (2) compaction tests for the first ten thousand (10,000) square feet 41 and one (1) test for each additional ten thousand (10,000) square feet. 42 43 The City may request additional tests be performed at the Contractor's expense, if test 44 results do not meet the required subgrade densities. Compaction of ballast and crushed 45 surfacing shall be as specified in Section 4-04.3(5). 46 47 Asphalt Pavement 48 49 Asphalt paving may not occur until successful compaction test results are achieved for 50 trench backfill, subgrade, embankment, ballast and crushed surfacing, as applicable. 51 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-27 1 The City may request additional tests be performed at the Contractor's/Developer’s 2 expense, if test results do not meet the required densities. Compaction of Hot Mix Asphalt 3 pavement shall be as specified in Section 5-04.3(10). 4 5 6 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-28 Cement Concrete Curb, Gutter, and Sidewalk 1 2 A copy of the cement concrete design mix or certification from the concrete supplier that 3 the concrete provided has been prepared to the strength requirements in Section 8-04.3(1). 4 5 All testing procedures shall be conducted in accordance with applicable Sections of 6 Division 6-02 of the Standard Specifications and Sections 8-04 and 8-14 of these Special 7 Provisions. 8 9 1-06.2(2) Statistical Evaluations of Materials for Acceptance 10 (June 26, 2020 COP GSP) 11 12 Delete Section 1-06.2(2). 13 14 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 15 16 Laws to be Observed 17 (******) 18 19 Supplement this section with the following: 20 21 In cases of conflict between different safety regulations, the Contractor shall immediately 22 notify the City and proceed with subsequent direction given by the City. For bidding 23 purposes, assume the more stringent regulation shall apply. 24 25 The Washington State Department of Labor and Industries shall be the sole and 26 paramount administrative agency responsible for the administration of the provisions of the 27 Washington Industrial Safety and Health Act of 1973 (WISHA). 28 29 The Contractor shall be solely responsible for compliance with Occupational Safety and 30 Health Administration (OSHA) requirements on the jobsite. 31 32 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 33 Contractor ’s plant, appliances, and methods, and for any damage or injury resulting from 34 their failure, or improper maintenance, use, or operation. The Contractor shall be solely 35 and completely responsible for the conditions of the project site, including safety for all 36 persons and property in the performance of the work. This requirement shall apply 37 continuously, and not be limited to normal working hours. The required or implied duty of 38 the City to conduct construction review of the Contractor ’s performance does not, and shall 39 not, be intended to include review and adequacy of the Contractor ’s safety measures in, 40 on, or near the project site. 41 42 The Contractor shall maintain at the project site office, or other well-known place at the 43 project site, all articles necessary for providing first aid to the injured. The Contractor shall 44 establish, publish, and make known to all employees, procedures for ensuring immediate 45 removal to a hospital, or doctor’s care, persons, including employees, who may have been 46 injured on the project site. Employees should not be permitted to work on the project site 47 before the Contractor has established and made known procedures for removal of injured 48 persons to a hospital or a doctor’s care. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-29 The Contractor shall comply with all applicable federal, state, and local laws and 1 requirements. 2 3 Amend the second sentence of the first paragraph to read: 4 5 The Contractor shall indemnify and save harmless the City of Pasco (including any agents, 6 officers, employees, and representatives) against any claims that may arise because the 7 Contractor (or any employee of the Contractor or Subcontractor or materialman) violated a 8 legal requirement. 9 10 (May 13, 2020 WSDOT GSP, Option 4) 11 Supplement this section with the following: 12 13 In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health 14 and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these 15 specifications, COVID-19 Health and Safety Plan (CHSP). 16 17 State Taxes 18 19 Delete this section, including its sub-sections, in its entirety and replace it with the following: 20 21 1-07.2 State Sales Tax 22 (June 27, 2011 APWA GSP) 23 24 The Washington State Department of Revenue has issued special rules on the State sales 25 tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor 26 should contact the Washington State Department of Revenue for answers to questions in 27 this area. The City will not adjust its payment if the Contractor bases a bid on a 28 misunderstood tax liability. 29 30 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract 31 amounts. In some cases, however, state retail sales tax will not be included. Section 1-32 07.2(2) describes this exception. 33 34 The City will pay the retained percentage (or release the Contract Bond if a FHWA-funded 35 Project) only if the Contractor has obtained from the Washington State Department of 36 Revenue a certificate showing that all contract-related taxes have been paid (RCW 37 60.28.051). The City may deduct from its payments to the Contractor any amount the 38 Contractor may owe the Washington State Department of Revenue, whether the amount 39 owed relates to this contract or not. Any amount so deducted will be paid into the proper 40 State fund. 41 42 1-07.2(1) State Sales Tax — Rule 171 43 (June 27, 2011 APWA GSP) 44 45 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 46 roads, etc., which are owned by a municipal corporation, or political subdivision of the state, 47 or by the United States, and which are used primarily for foot or vehicular traffic. This 48 includes storm or combined sewer systems within and included as a part of the street or 49 road drainage system and power lines when such are part of the roadway lighting system. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-30 For work performed in such cases, the Contractor shall include Washington State Retail 1 Sales Taxes in the various unit bid item prices, or other contract amounts, including those 2 that the Contractor pays on the purchase of the materials, equipment, or supplies used or 3 consumed in doing the work. 4 5 1-07.2(2) State Sales Tax — Rule 170 6 (June 27, 2011 APWA GSP) 7 8 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 9 existing buildings, or other structures, upon real property. This includes, but is not limited to, 10 the construction of streets, roads, highways, etc., owned by the state of Washington; water 11 mains and their appurtenances; sanitary sewers and sewage disposal systems unless such 12 sewers and disposal systems are within, and a part of, a street or road drainage system; 13 telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above 14 streets or roads, unless such power lines become a part of a street or road lighting system; 15 and installing or attaching of any article of tangible personal property in or to real property, 16 whether or not such personal property becomes a part of the realty by virtue of installation. 17 18 For work performed in such cases, the Contractor shall collect from the City, retail sales tax 19 on the full contract price. The City will automatically add this sales tax to each payment to 20 the Contractor. For this reason, the Contractor shall not include the retail sales tax in the 21 unit bid item prices, or in any other contract amount subject to Rule 170, with the following 22 exception. 23 24 Exception: The City will not add in sales tax for a payment the Contractor or a subContractor 25 makes on the purchase or rental of tools, machinery, equipment, or consumable supplies 26 not integrated into the project. Such sales taxes shall be included in the unit bid item prices 27 or in any other contract amount. 28 29 1-07.2(3) Services 30 (June 27, 2011 APWA GSP) 31 32 The Contractor shall not collect retail sales tax from the City on any contract wholly for 33 professional or other services (as defined in Washington State Department of Revenue 34 Rules 138 and 244). 35 36 Sanitation 37 38 1-07.4(2) Health Hazards 39 (******) 40 41 COVID-19 Health and Safety Plan (CHSP) 42 The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). 43 The Contractor ’s CHSP shall adhere to the most current State and Federal requirements 44 throughout the duration of the project. If the State and/or Federal requirements are revised, 45 the CHSP shall be updated as necessary to conform to the current requirements. The 46 CHSP shall be prepared by the Contractor prior to beginning physical Work and made 47 visible at the job site. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-31 The Contractor shall update and resubmit the CHSP as the work progresses and new 1 activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the 2 conditions change on the project, or a particular activity, the Contractor shall update and 3 resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance 4 with the CHSP. 5 6 The CHSP shall address the health and safety of all people associated with the project 7 including State workers in the field, Contractor personnel, consultants, project staff, 8 Subcontractors, suppliers and anyone on the project site, staging areas, or yards. The 9 CHSP shall: 10 11 1. Identify all standards, guidance, publications, and sources on which it is based. 12 Those standards may include references to the City’s current requirements, OSHA, 13 WISHA, and CDC publications that current at the time the CHSP is prepared. 14 15 2. Identify a responsible individual from the Contractor who is responsible for 16 implementation of the CHSP. The individual(s) contact information shall be listed in 17 the CHSP. 18 19 3. Identify the specific project for which it is applicable, and if applicable, shall address 20 project work areas outside the project limits such as staging areas and/or yards. 21 22 4. Identify the administrative and engineered controls necessary to maintain a safe site. 23 This includes, but is not limited to: personal protective equipment (PPE) needed to 24 protect workers from COVID-19, sanitation resources, screening stations, safety 25 briefings, and controlling access. 26 27 5. Identify measures for screening and managing workers or visitors to that enter and 28 leave the project site. The plan shall include procedures should a person exhibit 29 symptoms of COVID-19 at the project site. 30 31 6. Identify how the plan will be updated as new work activities are added with each two-32 week look-ahead schedule. The CHSP updates shall identify the number of workers, 33 crews, work tasks, and the degree of congestion or confinement workers will 34 experience for the work activities in the two-week look-ahead schedule. 35 36 7. Include how the Contractor will ensure everyone on the site has been trained on the 37 CHSP requirements. This includes Subcontractors, suppliers, and anyone on the 38 project site. 39 40 COVID-19 Health and Safety Plan (CHSP) Inspection 41 The Contractor shall grant full and unrestricted access to the City for CHSP Inspections. 42 The City will conduct periodic compliance inspections on the project site, staging areas, or 43 yards to verify that any ongoing work activity is following the CHSP plan. If the City 44 becomes aware of a noncompliance incident either through a site inspection or other 45 means, the Contractor will be notified immediately (within 1 hour). The Contractor shall 46 immediately remedy the noncompliance incident or suspend all or part of the associated 47 work activity. The Contractor shall satisfy the City that the noncompliance incident has been 48 corrected before the suspension will end. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-32 (******) 1 Add the following new section: 2 3 1-07.4(3) Safety Plan for Asbestos Containing Material and/or Presumed Asbestos-4 Containing Material 5 6 The work for this project includes decommissioning an existing water main comprised of 7 Asbestos Containing Material (ACM) and/or Presumed Asbestos-Containing Material 8 (PACM). The Contractor shall be fully responsible for the protection and safety of any 9 person on the job site, including their employees/agents, the City, and residents. 10 11 Prior to starting the work, the Contractor shall develop and submit a Safety Plan for ACM 12 and/or PACM to the City for review. The Safety Plan shall identify the Contractor’s practices 13 and procedures for full compliance with standards set forth by the Occupational Safety and 14 Health Administration (OSHA), and all other local, State, and Federal safety standards. The 15 Contractor shall also identify in the Safety Plan their means and methods of handling ACM 16 and/or PACM, as well as their proposed location for a disposal site. 17 18 Environmental Regulations 19 20 1-07.5(1) General 21 (******) 22 23 Supplement this section with the following: 24 25 Dumping of material removed from catch basins and other storm drain structures into the 26 right of way, sanitary sewer or storm drain system is prohibited. 27 28 1-07.5(3) State Department of Ecology 29 (******) 30 31 Supplement this section with the following: 32 33 10. Comply with the requirements and special general conditions of the Construction 34 Stormwater General Permit issued by the Washington State Department of Ecology for 35 this project. 36 37 Contractor ’s Responsibility for Work 38 39 1-07.13(1) General 40 (******) 41 42 Supplement this section with the following: 43 44 The Contractor is responsible for constructing and completing all work included in the 45 Contract in a professional manner with first-class workmanship. 46 47 The Contractor shall keep the City of Pasco informed in writing of the address to which 48 official correspondence is to be directed, the address and phone number of the person in 49 charge of their field personnel, and the address and telephone number of the Contractor's 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-33 representative who will be responsible and available outside of normal working hours for 1 emergency repairs and the maintenance of traffic control and safety devices. 2 3 1-07.16(1) Private/Public Property 4 (*****) 5 6 Supplement this section with the following: 7 8 Existing utilities and access to utilities may be located within easements on private property. 9 The City will assist the Contractor in gaining access to those existing utilities on private 10 property by notifying property owners of the intent to access the property. The Contractor 11 shall notify the City of any properties where access to an easement is required a minimum of 12 three (3) working days in advance of needing the access. The Contractor shall be 13 responsible to make arrangements for physical access and to remove or relocate any public 14 or private improvements impacting the project specific work. All improvements that are 15 removed or relocated shall be restored by the Contractor in accordance with this section. 16 17 Utilities and Similar Facilities 18 (******) 19 20 Supplement this section with the following: 21 22 It shall be the Contractor ’s responsibility to coordinate and schedule work with other local 23 utility companies where the work may impact their operations and/or existing infrastructure. 24 A list of contacts is provided below for informational purposes. Should any of the contacts 25 change throughout the duration of the project, the Contractor shall contact the City to 26 obtain alternate contact information. The Contractor is responsible for coordination in 27 advance of work with the contacts below to avoid delays. 28 29 Benton Franklin Transit Richard Ciccone ciccone@bft.org 1000 Columbia Park Trail Richland, WA 99352 (509) 735-4131 (509) 735-1800 Fx Big Bend Electric Cooperative Duane Johnson admin@bbec.org PO Box 348 Ritzville, WA 99169 (866) 844-2363 (509) 659-1700 (509) 659-1404 Fx BNRR Jim Breene, Superintendent PO Box 1309 Pasco, WA 99301 Bonneville Power Admin. Stephanie Lorenz, Realty Specialist selorenz@bpa.gov Real Property Field Services 2211 N. Commercial Ave Pasco, WA 99301 (509) 544-4748 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-34 Cascade Natural Gas Arnie Garza arnie.garza@cngc.com 8311 W. Grandridge Blvd. Kennewick, WA 99336 (509) 735-7333 (509) 735-9141 Fx Century Link Tobias Mears tobias.mears@centurylink.com Sunnyside, WA (509) 839-6651 - Office (509) 305-7503 - Cell Charter Communications Antonio "Tony" Campos Antonio.Campos@charter.com 639 N. Kellogg Kennewick, WA 99336 (509) 572-0537 cell Corps of Engineers (509) 547-2048 (509) 547-6720 Fx Chiawana Park Reservations for Pavillion Janet (509) 547-2048 #8 Ice Harbor Lanelle Adams (509) 543-6060 Dept. of Natural Resources Mark Bonet 2211 Airport Rd. Ellensburg, WA 98926 FCID-Franklin County Irrigation District John Burns fcid1@owt.com jburn@pocketinet.com PO Box 3907 Pasco, WA 99302 (509) 547-4912 (509) 545-1160 Fx Fire Department (Pasco) Chief Bob Gear GEARB@pasco-wa.gov 509-543-5701 Franklin County Engineering Dept. Craig Erdman, County Engineer publicworks@co.franklin.wa.us 3416 Stearman Ave. Pasco, WA 99301 (509) 545-3514 (509) 545-2133 Fx Franklin County PUD Aaron Gonzalez agonzalez@franklinpud.com PO Box 2407 Pasco, WA 99302 (509) 547-5591 (509) 547-4116 Fx Williams Pipeline Paul Fincher paul.m.fincher@williams.com 606 S. Oregon Ave. Pasco, WA 99301 (509) 544-9216 (509) 544-0866 Fx 1 It shall be the Contractor's responsibility to investigate and verify the presence and location of 2 all utilities prior to construction. 3 4 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-35 The Contractor shall call for field location, no sooner than 5 business days before the 1 scheduled date for commencement of excavation which may affect underground utility 2 facilities, unless otherwise agreed upon by the parties involved. A business day is defined 3 as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The 4 phone number for the Northwest Utility Notification Center for Pasco is 1-800-424-5555 (or 5 811). If no one-number locator service is available, notice shall be provided individually by 6 the Contractor to those owners known to or suspected of having underground facilities 7 within the area of proposed excavation. 8 9 The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to 10 underground utilities. Any cost to the Contractor incurred as a result of this law shall be at 11 the Contractor's expense. 12 13 No excavation shall begin until all known facilities, in the vicinity of the excavation area, 14 have been located and marked. 15 16 In addition to the requirements of RCW 19.122, the Contractor shall use surface features 17 and other evidence in determining the approximate utility location prior to excavation. The 18 Contractor shall hand dig to expose known utilities. 19 20 Where the location of the work is in proximity to overhead wires and power lines, the 21 Contractor shall coordinate all work with the utility and shall provide for such measures as 22 may be necessary for the protection of workmen. 23 24 Only City personnel shall operate water system valves. 25 26 Public Liability and Property Damage Insurance 27 28 Delete this section in its entirety, and replace it with the following: 29 30 1-07.18 Insurance 31 (January 4, 2016 APWA GSP) 32 33 1-07.18(1) General Requirements 34 35 A. The Contractor shall procure and maintain the insurance described in all subsections of 36 section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best 37 rating of not less than A-: VII and licensed to do business in the State of Washington. 38 The City reserves the right to approve or reject the insurance provided, based on the 39 insurer’s financial condition. 40 41 B. The Contractor shall keep this insurance in force without interruption from the 42 commencement of the Contractor’s Work through the term of the Contract and for thirty 43 (30) days after the Physical Completion date, unless otherwise indicated below. 44 45 C. If any insurance policy is written on a claims made form, its retroactive date, and that of 46 all subsequent renewals, shall be no later than the effective date of this Contract. The 47 policy shall state that coverage is claims made, and state the retroactive date. Claims-48 made form coverage shall be maintained by the Contractor for a minimum of 36 months 49 following the Completion Date or earlier termination of this Contract, and the Contractor 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-36 shall annually provide the City with proof of renewal. If renewal of the claims made form 1 of coverage becomes unavailable, or economically prohibitive, the Contractor shall 2 purchase an extended reporting period (“tail”) or execute another form of guarantee 3 acceptable to the City to assure financial responsibility for liability for services performed. 4 5 D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or 6 Umbrella Liability insurance policies shall be primary and non-contributory insurance as 7 respects the City’s insurance, self-insurance, or self-insured pool coverage. Any 8 insurance, self-insurance, or self-insured pool coverage maintained by the City shall be 9 excess of the Contractor ’s insurance and shall not contribute with it. 10 11 E. The Contractor shall provide the City and all additional insureds with written notice of 12 any policy cancellation, within two business days of their receipt of such notice. 13 14 F. The Contractor shall not begin work under the Contract until the required insurance has 15 been obtained and approved by the City 16 17 G. Failure on the part of the Contractor to maintain the insurance as required shall 18 constitute a material breach of contract, upon which the City may, after giving five 19 business days’ notice to the Contractor to correct the breach, immediately terminate the 20 Contract or, at its discretion, procure or renew such insurance and pay any and all 21 premiums in connection therewith, with any sums so expended to be repaid to the City 22 on demand, or at the sole discretion of the City, offset against funds due the Contractor 23 from the City. 24 25 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices 26 of the Contract and no additional payment will be made. 27 28 (June 26, 2020 COP GSP) 29 Supplement this section with the following: 30 31 I. The Contractor shall obtain and maintain in full force and effect during the duration of 32 the work public liability and property damage insurance in accordance with this section 33 and as modified herein. 34 35 J. Prior to start of construction, the Contractor shall furnish the City of Pasco a Certificate 36 of Insurance and the additional insured endorsements as evidence of compliance with 37 these requirements. This certificate shall name the City of Pasco, its employees, 38 agents, elected and appointed officials, consultants, and all Subcontractors as 39 “additional insureds” and shall stipulate that the policies named thereon cannot be 40 canceled unless at least forty-five (45) days written notice has been given to the City of 41 Pasco. The certificate shall not contain the following or similar wording regarding 42 cancellation notification: “Failure to mail such notice shall impose no obligation or liability 43 of any kind upon the company, its agents, or representatives.” 44 45 1-07.18(2) Additional Insured 46 47 All insurance policies, with the exception of Workers Compensation, and of Professional 48 Liability and Builder’s Risk (if required by this Contract) shall name the following listed 49 entities as additional insured(s) using the forms or endorsements required herein: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-37  the City and its officers, elected officials, employees, agents, and volunteers 1  City’s hired independent testing agency 2 3 The above-listed entities shall be additional insured(s) for the full available limits of liability 4 maintained by the Contractor, irrespective of whether such limits maintained by the 5 Contractor are greater than those required by this Contract, and irrespective of whether the 6 Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits 7 lower than those maintained by the Contractor. 8 9 For Commercial General Liability insurance coverage, the required additional insured 10 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 11 operations and CG 20 37 10 01 for completed operations. 12 13 1-07.18(3) SubContractors 14 The Contractor shall cause each SubContractor of every tier to provide insurance coverage 15 that complies with all applicable requirements of the Contractor-provided insurance as set 16 forth herein, except the Contractor shall have sole responsibility for determining the limits of 17 coverage required to be obtained by SubContractors. 18 19 The Contractor shall ensure that all SubContractors of every tier add all entities listed in 20 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by 21 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 22 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 23 24 Upon request by the City, the Contractor shall forward to the City evidence of insurance and 25 copies of the additional insured endorsements of each SubContractor of every tier as 26 required in 1-07.18(4) Verification of Coverage. 27 28 1-07.18(4) Verification of Coverage 29 The Contractor shall deliver to the City a Certificate(s) of Insurance and endorsements for 30 each policy of insurance meeting the requirements set forth herein when the Contractor 31 delivers the signed Contract for the work. Failure of City to demand such verification of 32 coverage with these insurance requirements or failure of City to identify a deficiency from 33 the insurance documentation provided shall not be construed as a waiver of Contractor’s 34 obligation to maintain such insurance. 35 36 Verification of coverage shall include: 37 1. An ACORD certificate or a form determined by the City to be equivalent. 38 2. Copies of all endorsements naming City and all other entities listed in 1-07.18(2) as 39 additional insured(s), showing the policy number. The Contractor may submit a copy of any 40 blanket additional insured clause from its policies instead of a separate endorsement. 41 3. Any other amendatory endorsements to show the coverage required herein. 42 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 43 these requirements – actual endorsements must be submitted. 44 45 Upon request by the City, the Contractor shall forward to the City a full and certified copy of 46 the insurance policy(s). If Builders Risk insurance is required on this Project, a full and 47 certified copy of that policy is required when the Contractor delivers the signed Contract for 48 the work. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-38 1-07.18(5) Coverages and Limits 1 The insurance shall provide the minimum coverages and limits set forth below. Contractor’s 2 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 3 construed to limit the liability of the Contractor to the coverage provided by such insurance, 4 or otherwise limit the City’s recourse to any remedy available at law or in equity. 5 6 All deductibles and self-insured retentions must be disclosed and are subject to approval by 7 the City. The cost of any claim payments falling within the deductible or self-insured 8 retention shall be the responsibility of the Contractor. In the event an additional insured 9 incurs a liability subject to any policy’s deductibles or self-insured retention, said deductibles 10 or self-insured retention shall be the responsibility of the Contractor. 11 12 1-07.18(5)A Commercial General Liability 13 Commercial General Liability insurance shall be written on coverage forms at least as broad 14 as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, 15 operations, stop gap liability, independent Contractors, products-completed operations, 16 personal and advertising injury, and liability assumed under an insured contract. There shall 17 be no exclusion for liability arising from explosion, collapse or underground property 18 damage. 19 20 The Commercial General Liability insurance shall be endorsed to provide a per project 21 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 22 23 Contractor shall maintain Commercial General Liability Insurance arising out of the 24 Contractor’s completed operations for at least three years following Substantial Completion 25 of the Work. 26 27 Such policy must provide the following minimum limits: 28 $2,000,000 Each Occurrence 29 $2,000,000 General Aggregate 30 $2,000,000 Products & Completed Operations Aggregate 31 $1,000,000 Personal & Advertising Injury each offence 32 $1,000,000 Stop Gap / Employers’ Liability each accident 33 34 1-07.18(5)B Automobile Liability 35 Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be 36 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 37 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 38 endorsements. 39 40 Such policy must provide the following minimum limit: 41 $1,000,000 Combined single limit each accident 42 43 1-07.18(5)C Workers’ Compensation 44 The Contractor shall comply with Workers’ Compensation coverage as required by the 45 Industrial Insurance laws of the State of Washington. 46 47 Public Convenience and Safety 48 (******) 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-39 Supplement this section with the following: 1 2 All work shall be carried out with due regard for public safety. For any open trenches, the 3 Contractor shall provide proper barricades and adequate night-time illumination. 4 5 At access points to public and private properties access shall be provided by the 6 Contractor throughout the duration of construction unless otherwise approved by the City. 7 8 The Contractor shall contact all resident, tenants, and property owners in the immediate 9 vicinity of the scheduled work via door hanger or a mailing a minimum of seven (7) calendar 10 days in advance of beginning work in the area. The door hanger or mailing shall be printed 11 in both English and Spanish and shall contain the following information at a minimum: 12 13 • Project Name 14 • Description of the work being performed 15 • Exact area to be affected by the work 16 • Date work is to commence 17 • Date work will be completed 18 • Company name, contact person & phone number 19 • Contractors local contact person name & local phone number 20 • Contractors superintendent name & phone number (if different) 21 • Services that may be impacted 22 • Restrictions during work (such as advising against water usage) 23 24 In addition, 24 hours in advance of a utility shut-down, the Contractor shall informing the 25 resident or tenant of the time period of the possible interruption to the utility service and 26 advise against water usage during this period. The notice shall be in the form of a door 27 hanger printed in both English and Spanish. 28 29 The Contractor shall submit both the 7-day notice and the 24-hour notice to the City for 30 review prior to delivering any notice to a resident, tenant, or property owner. 31 32 The Contractor shall be responsible to coordinate all construction efforts with the following 33 entities: 34 35 • Benton-Franklin Health District 36 • Benton-Franklin Transit 37 • Pasco School District 38 • Pasco Fire Department 39 • Pasco Police Department and all other law enforcement divisions 40 • United States Postal Service 41 • Basin Disposal Incorporated 42 • City of Pasco Public Works and all other Utility owners/operators 43 44 The Contractor must notify an affected property owner or occupant and the City 45 immediately upon the accidental disruption of any public or private service. The disrupted 46 service shall be restored the same day as the disruption occurred. 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-40 1-07.23(1) Construction Under Traffic 1 (February 3, 2020 WSDOT GSP) 2 3 Supplement this section with the following: 4 5 Work Zone Clear Zone 6 7 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The 8 WZCZ applies only to temporary roadside objects introduced by the Contractor’s operations 9 and does not apply to preexisting conditions or permanent Work. Those work operations 10 that are actively in progress shall be in accordance with adopted and approved Traffic 11 Control Plans, and other contract requirements. 12 13 During nonworking hours equipment or materials shall not be within the WZCZ unless they 14 are protected by permanent guardrail or temporary concrete barrier. The use of temporary 15 concrete barrier shall be permitted only if the Engineer approves the installation and 16 location. 17 18 During actual hours of work, unless protected as described above, only materials absolutely 19 necessary to construction shall be within the WZCZ and only construction vehicles 20 absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or 21 park on the shoulder of the roadway. 22 23 The Contractor's nonessential vehicles and employees private vehicles shall not be 24 permitted to park within the WZCZ at any time unless protected as described above. 25 26 Deviation from the above requirements shall not occur unless the Contractor has requested 27 the deviation in writing and the Engineer has provided written approval. 28 29 Minimum WZCZ distances are measured from the edge of traveled way and will be 30 determined as follows: 31 32 Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10 40 mph 15 45 to 50 mph 10 55 to 60 mph 30 65 mph or greater 35 33 Minimum Work Zone Clear Zone Distance 34 35 Rights of Way 36 (******) 37 38 Delete this section and replace it with the following: 39 40 Street Right of Way lines are indicated in the Plans. 41 42 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-41 1 The Contractor shall notify each property owner two (2) business days prior to entry. This 2 includes entry onto easements and private property where private improvements must be 3 adjusted. 4 5 Rights of way obtained by the City are not guaranteed to include the amount or location of 6 land desired by the Contractor to support all of the Contractor’s activities. The Contractor 7 shall be responsible for providing, without expense or liability to the City, any additional land 8 and access thereto that the Contractor may desire for temporary construction facilities, 9 storage of materials, or other Contractor needs. However, before using any private property, 10 whether adjoining the work or not, the Contractor shall file with the City a written permission 11 of the private property owner, and, upon vacating the premises, a written release from the 12 property owner of each property disturbed or otherwise interfered with by reasons of 13 construction pursued under this contract. The statement shall be signed by the private 14 property owner, or proper authority acting for the owner of the private property affected, 15 stating that permission has been granted to use the property and all necessary permits have 16 been obtained or, in the case of a release, that the restoration of the property has been 17 satisfactorily accomplished. The statement shall include the parcel number, address, and 18 date of signature. Written releases must be filed with the City before the Completion Date 19 will be established. 20 21 (June 26, 2020 COP GSP) 22 Add the following new section: 23 24 Safety Standards 25 26 All work shall be performed in accordance with all applicable local, state, and federal 27 health and safety codes, standards, regulations, and/or accepted industry standards. It 28 shall be the responsibility of the Contractor to ensure that their work force, the City, and 29 the public are adequately protected against any hazards. 30 31 The City shall have the authority at all times to issue a stop work order at no penalty if, in 32 their opinion, working conditions present an undue hazard to the public, property, or the 33 work force. Such authority shall not, however, relieve the Contractor of responsibility for 34 the maintenance of safe working conditions or assess any responsibility to the City or 35 Contractor for the identification of any or all unsafe conditions. 36 37 (******) 38 Add the following new section: 39 40 Notifying Property Owners 41 42 When construction activities cause there to be temporary or modified ingress and/or 43 egress to a property along the project alignment, the Contractor shall be responsible for 44 notifying the occupant(s) of the property three (3) business days prior to the work. If the 45 Contractor is unable to contact the occupant(s), the Contractor shall leave written 46 notification at least one (1) business day prior to the work. A copy of all notifications 47 shall be provided to the City. 48 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-42 1-08 PROSECUTION AND PROGRESS 1 2 Add the following new section: 3 4 Preliminary Matters 5 (May 25, 2006 APWA GSP) 6 7 Add the following new section: 8 9 1-08.0(1) Preconstruction Conference 10 (******) 11 12 Prior to the commencement of any work, a preconstruction conference shall be held. The 13 Contractor shall contact the City and set a date and time for the meeting. It shall be the 14 responsibility of the Contractor to notify and invite all parties having an interest in the 15 project to the meeting, including the City, major subcontractors, Irrigation Districts, and all 16 applicable private utilities. The Contractor shall ensure they understand all provisions and 17 intentions of the work. 18 19 The purpose of the preconstruction conference will be: 20 1. Overall scope 21 2. Order and coordination of work 22 3. Long lead time items 23 4. Means and methods of construction 24 5. Inspection and reporting procedures 25 6. To review the initial schedule; 26 7. To establish a working understanding among the various parties associated or 27 affected by the work; 28 8. To establish and review procedures for progress payment, notifications, approvals, 29 submittals, etc.; 30 9. To establish normal working hours for the work; 31 10. To review safety standards and traffic control; and 32 11. To discuss such other related items as may be pertinent to the work. 33 12. To walk the project site and confirm which if any objects are to be removed and 34 replaced. 35 13. Protection of features to remain in place for the duration of construction. 36 14. Dust control equipment and procedures. 37 38 The Contractor shall prepare and submit at least five (5) business days prior to the 39 preconstruction conference the following: 40 1. A breakdown of all lump sum items; 41 2. A preliminary schedule of working drawing submittals; and 42 3. A list of material sources for approval if applicable. 43 44 Any proposed road or sidewalk closures shall be presented to the City at the 45 preconstruction conference for consideration, including duration of closure. If approved, 46 closures shall not extend beyond permitted duration. Should closures extend beyond the 47 duration, road user delay costs shall be assessed to the Contractor and paid to the City of 48 Pasco. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-43 Add the following new section: 1 2 1-08.0(2) Hours of Work 3 (December 8, 2014 APWA GSP) 4 5 Except in the case of emergency or unless otherwise approved by the Engineer, the normal 6 working hours for the Contract shall be any consecutive 8-hour period between 8:00 a.m. 7 and 5:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires 8 different than the normal working hours stated above, the request must be submitted in 9 writing prior to the preconstruction conference, subject to the provisions below. The working 10 hours for the Contract shall be established at or prior to the preconstruction conference. 11 12 All working hours and days are also subject to local permit and ordinance conditions (such 13 as noise ordinances). 14 15 If the Contractor wishes to deviate from the established working hours, the Contractor shall 16 submit a written request to the City for consideration. This request shall state what hours 17 are being requested, and why. Requests shall be submitted for review no later than 5 18 business days prior to the day(s) the Contractor is requesting to change the hours. 19 20 If the City approves such a deviation, such approval may be subject to certain other 21 conditions, which will be detailed in writing. For example: 22 1. On non-Federal aid projects, requiring the Contractor to reimburse the City for the 23 costs in excess of straight-time costs for City representatives who worked during 24 such times. (The Engineer may require designated representatives to be present 25 during the work. Representatives who may be deemed necessary by the Engineer 26 include, but are not limited to: survey crews; personnel from the City’s material 27 testing lab; inspectors; and other City employees or third party consultants when, in 28 the opinion of the Engineer, such work necessitates their presence.) 29 2. Considering the work performed on Saturdays, Sundays, and holidays as working 30 days with regard to the contract time. 31 3. Considering multiple work shifts as multiple working days with respect to contract 32 time even though the multiple shifts occur in a single 24-hour period. 33 4. If Davis Bacon wage rates apply to this Contract, all requirements must be met and 34 recorded properly on certified payroll. 35 36 (******) 37 Add the following new section: 38 39 1-08.0(3) Days of Work 40 41 No work will be allowed on the following days unless pre-approval is obtained from the City: 42 43 • New Years Day, Martin Luther King Jr., President’s Day, Memorial Day, July 4th, 44 • Labor Day, Veteran’s Day, Thanksgiving and the day after, Christmas and the day 45 after. 46 • If any of the above days falls on a Saturday, the preceding Friday. If any of the 47 above days falls on a Sunday, the following Monday. 48 • All Saturdays and Sundays. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-44 Requests to work on any of the days listed above must be made in writing by the Contractor 1 to the City for review no less than two weeks prior to the event and include the reason for 2 the request. Approval of any such request is not guaranteed. If approval is given, each day 3 may be counted as a working day at the discretion of the City. 4 5 Subcontracting 6 (May 30, 2019 APWA GSP, Option B) 7 8 Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”. 9 10 1-08.3(1) General Requirements 11 (******) 12 13 Supplement this section with the following: 14 15 Items in the schedule shall be arranged in the order and sequence in which they will be 16 performed. The schedule shall be drawn to a time scale, using an appropriate 17 measurement per day with weekends and holidays indicated. The schedule shall be 18 continuously updated and, if necessary, redrawn upon the first working day of each month 19 or upon issuance of any change order which substantially affects the schedule. Copies (2 20 prints or 1 reproducible) of newly updated schedules shall be provided to the City. 21 22 When the Contract Work has progressed to Substantial Completion as defined in the 23 Contract, the City may determine that the work is Substantially Complete. The City will 24 notify the Contractor in writing of the Substantial Completion Date. 25 26 The Contractor shall complete the remaining Work as promptly as possible. Upon request 27 by the City, the Contractor shall furnish a written schedule for completing the physical Work 28 on the Contract. 29 30 1-08.3(2)A Type A Progress Schedule 31 (March 13, 2012 APWA GSP) 32 33 Revise this section to read: 34 35 The Contractor shall submit 2 copies of a Type A Progress Schedule to the City no later than 36 5 business days prior to the preconstruction conference, or some other mutually agreed 37 upon time. The schedule shall be in a format acceptable to the City. The City may at their 38 discretion allow a critical path method (CPM) schedule, bar chart, or other standard 39 schedule format. Regardless of which format used, the schedule shall identify the critical 40 path. The Engineer will evaluate the Type A Progress Schedule and approve or return the 41 schedule for corrections within 15 calendar days of receiving the submittal. 42 43 1-08.3(2)D Weekly Look-Ahead Schedule 44 (******) 45 46 Supplement this section with the following: 47 48 At the discretion of the City, a weekly meeting between representatives of the City (e.g. 49 inspector and/or engineer) and Contractor (foreman, supervisor, and/or project manager) 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-45 shall be held at the project site or at City Hall at a pre-determined time. The Contractor shall 1 present an update on project status, project schedule, and any problems that have arisen. 2 3 Prosecution of Work 4 5 Delete this section and replace it with the following: 6 7 1-08.4 Notice to Proceed and Prosecution of Work 8 (July 23, 2015 APWA GSP) 9 10 Notice to Proceed will be given after the contract has been executed and the contract bond 11 and evidence of insurance have been approved and filed by the City. The Contractor shall 12 not commence with the work until the Notice to Proceed has been given by the Engineer. 13 The Contractor shall commence construction activities on the project site within ten days of 14 the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall 15 diligently pursue the work to the physical completion date within the time specified in the 16 contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the 17 Contractor of the responsibility to complete the work within the time(s) specified in the 18 contract. 19 20 When shown in the Plans, the first order of work shall be the installation of high visibility 21 fencing to delineate all areas for protection or restoration, as described in the Contract. 22 Installation of high visibility fencing adjacent to the roadway shall occur after the placement 23 of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon 24 construction of the fencing, the Contractor shall request the City to inspect the fence. No 25 other work shall be performed on the site until the City has accepted the installation of high 26 visibility fencing, as described in the Contract. 27 28 Time for Completion 29 30 Supplement this section with the following: 31 32 (March 13, 1995 WSDOT GSP) 33 This project shall be physically completed within 20 working days. Substantial completion 34 does not stop contract time. 35 36 (November 30, 2018 APWA GSP, Option A) 37 38 Revise the third and fourth paragraphs to read: 39 40 Contract time shall begin on the first working day following the Notice to Proceed Date. 41 42 Each working day shall be charged to the contract as it occurs, until the contract work is 43 physically complete. If substantial completion has been granted and all the authorized 44 working days have been used, charging of working days will cease. Each week the 45 Engineer will provide the Contractor a statement that shows the number of working days: (1) 46 charged to the contract the week before; (2) specified for the physical completion of the 47 contract; and (3) remaining for the physical completion of the contract. The statement will 48 also show the nonworking days and any partial or whole day the City declares as 49 unworkable. Within 10 calendar days after the date of each statement, the Contractor shall 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-46 file a written protest of any alleged discrepancies in it. To be considered by the City, the 1 protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount 2 of time disputed. By not filing such detailed protest in that period, the Contractor shall be 3 deemed as having accepted the statement as correct. If the Contractor is approved to work 4 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 5 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that 6 week will be charged as a working day whether or not the Contractor works on that day 7 unless otherwise approved by the City in writing. 8 9 Revise the sixth paragraph to read: 10 11 The Engineer will give the Contractor written notice of the completion date of the contract 12 after all the Contractor ’s obligations under the contract have been performed by the 13 Contractor. The following events must occur before the Completion Date can be 14 established: 15 16 1. The physical work on the project must be complete; and 17 2. The Contractor must furnish all documentation required by the contract and required by 18 law, to allow the City to process final acceptance of the contract. The following 19 documents must be received by the Project Engineer prior to establishing a completion 20 date: 21 a. Certified Payrolls (per Section 1-07.9(5)). 22 b. Material Acceptance Certification Documents 23 c. Monthly Reports of Amounts Credited as DBE Participation, as required by 24 the Contract Provisions. 25 d. Final Contract Voucher Certification 26 e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor 27 and all Subcontractors 28 f. A copy of the Notice of Termination sent to the Washington State Department 29 of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt 30 of the Notice of Termination by Ecology; and no rejection of the Notice of 31 Termination by Ecology. This requirement will not apply if the Construction 32 Stormwater General Permit is transferred back to the City in accordance with 33 Section 8-01.3(16). 34 g. Property owner releases per Section 1-07.24 35 36 1-09 MEASUREMENT AND PAYMENT 37 38 1-09.2(5) Measurement 39 (May 2, 2017 APWA GSP) 40 41 Revise the first paragraph to read: 42 43 Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform 44 verification checks on the accuracy of each batch, hopper, or platform scale used in 45 weighing contract items of Work. 46 47 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-47 Payments 1 (March 13, 2012 APWA GSP) 2 3 Delete the first four paragraphs and replace them with the following: 4 5 The basis of payment will be the actual quantities of Work performed according to the 6 Contract and as specified for payment. 7 8 The Contractor shall submit a breakdown of the cost of lump sum bid items at the 9 Preconstruction Conference, to enable the Project Engineer to determine the Work 10 performed on a monthly basis. A breakdown is not required for lump sum items that include 11 a basis for incremental payments as part of the respective Specification. Absent a lump 12 sum breakdown, the Project Engineer will make a determination based on information 13 available. The Project Engineer’s determination of the cost of work shall be final. 14 15 Progress payments for completed work and material on hand will be based upon progress 16 estimates prepared by the Engineer. A progress estimate cutoff date will be established at 17 the preconstruction conference. 18 19 The initial progress estimate will be made not later than 30 days after the Contractor 20 commences the work, and successive progress estimates will be made every month 21 thereafter until the Completion Date. Progress estimates made during progress of the work 22 are tentative, and made only for the purpose of determining progress payments. The 23 progress estimates are subject to change at any time prior to the calculation of the final 24 payment. 25 26 The value of the progress estimate will be the sum of the following: 27 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 28 work completed multiplied by the unit price. 29 2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum 30 breakdown for that item, or absent such a breakdown, based on the Engineer’s 31 determination. 32 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or 33 other storage area approved by the Engineer. 34 4. Change Orders — entitlement for approved extra cost or completed extra work as 35 determined by the Engineer. 36 37 Progress payments will be made in accordance with the progress estimate less: 38 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 39 2. The amount of progress payments previously made; and 40 3. Funds withheld by the City for disbursement in accordance with the Contract 41 Documents. 42 43 Progress payments for work performed shall not be evidence of acceptable performance or 44 an admission by the City that any work has been satisfactorily completed. The 45 determination of payments under the contract will be final in accordance with Section 1-05.1. 46 47 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-48 1-09.11(3) Time Limitation and Jurisdiction 1 (November 30, 2018 APWA GSP) 2 3 Revise this section to read: 4 5 For the convenience of the parties to the Contract it is mutually agreed by the parties that 6 any claims or causes of action which the Contractor has against the City arising from the 7 Contract shall be brought within 180 calendar days from the date of final acceptance 8 (Section 1-05.12) of the Contract by the City; and it is further agreed that any such claims or 9 causes of action shall be brought only in the Superior Court of the county where the City 10 headquarters is located, provided that where an action is asserted against a county, RCW 11 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the 12 Contractor ’s failure to bring suit within the time period provided, shall be a complete bar to 13 any such claims or causes of action. It is further mutually agreed by the parties that when 14 any claims or causes of action which the Contractor asserts against the City arising from the 15 Contract are filed with the City or initiated in court, the Contractor shall permit the City to 16 have timely access to any records deemed necessary by the City to assist in evaluating the 17 claims or action. 18 19 1-09.13(3) Claims $250,000 or Less 20 (October 1, 2005 APWA GSP) 21 22 Delete this section and replace it with the following: 23 24 The Contractor and the City mutually agree that those claims that total $250,000 or less, 25 submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR 26 processes, shall be resolved through litigation unless the parties mutually agree in writing to 27 resolve the claim through binding arbitration. 28 29 1-10 TEMPORARY TRAFFIC CONTROL 30 (******) 31 32 Supplement this section with the following: 33 34 The provisions of the latest edition of the Manual on Uniform Traffic Control Devices 35 (MUTCD) for Streets and Highways and corresponding amendments published by the U.S. 36 Department of Transportation, Federal Highway Administration, and WSDOT by this 37 reference are made a part of these Contract Documents. 38 39 General 40 (******) 41 42 Supplement this section with the following: 43 44 Maple Drive shall remain open to traffic in both directions, with at least one lane open for 45 the duration of construction. A full road closure of Maple Drive will not be permitted. Work 46 shall be performed continuously and expeditiously once begun to minimize impacts on 47 residents along Maple Drive. Vehicle to each residence will be restored at the end of each 48 working day. Access by foot will be permitted from and to each residence for the duration 49 of construction. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-49 1 The Contractor shall inform the City and residents on each side of Maple Drive and across 2 from the project site along Road 100 a minimum of 2 days before the start of construction. 3 The notification shall include the times and extents of road closure. 4 5 Road 100 shall remain open to traffic in both directions, with at least one lane open for the 6 duration of construction. A full road closure of Road 100 will not be permitted. 7 8 1-10.1(2) Description 9 (******) 10 11 Supplement this section with the following: 12 13 All signs, barricades, traffic control devices, and labor for traffic control required for 14 construction activities shall be supplied, placed, and maintained by the Contractor. This 15 shall apply to detours and traffic control both within and outside the limits of the project. 16 17 The Contractor shall prepare and submit a Traffic Control Plan (TCP) to the City for review. 18 The TCP shall include mention of any trenches to remain open overnight and the 19 Contractor’s plan to maintain access to public and private property throughout construction. 20 The TCP shall minimize interruption and inconvenience to pedestrian and vehicular traffic. 21 The Contractor shall make all arrangements to implement the TCP, and shall implement the 22 TCP at the Contractor’s expense. 23 24 If the Contractor fails implement their approved TCP, the City may notify the Contractor. If 25 this notification occurs, the Contractor shall immediately remedy the non-conformance. If 26 the Contractor fails to do this, the City shall be at liberty to remedy the non-conformance 27 without assuming liability and without further notice to the Contractor. Liability for 28 implementation of the TCP is the sole responsibility of the Contractor. The costs 29 associated with the City implementing the Contractor’s TCP may be deducted by the City 30 from monies due to the Contractor, or the City may request payment from the Contractor. 31 32 Any traffic restriction must have prior approval of the City of Pasco Engineering Division. 33 Appropriate traffic control measures and signage are required during temporary road 34 closures. 35 36 It shall be the responsibility of the Contractor to secure the City’s approval for any desired 37 road closure and associated traffic control plan including detours. Following approval, the 38 Contractor shall notify the City of Pasco, and the Police and Fire Departments, Pasco School 39 District, Basin Disposal, and Benton Franklin Transit at least 1 business day prior to closing 40 any street. When the street is re-opened, it shall again be the responsibility of the 41 Contractor to notify the above named departments and persons. 42 43 Traffic Control Management 44 45 1-10.2(1) General 46 (January 3, 2017 WSDOT GSP) 47 48 Supplement this section with the following: 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-50 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the 1 State of Washington. The Traffic Control Supervisor shall be certified by one of the 2 following: 3 4 The Northwest Laborers-Employers Training Trust 5 27055 Ohio Ave. 6 Kingston, WA 98346 7 (360) 297-3035 8 Evergreen Safety Council 9 12545 135th Ave. NE 10 Kirkland, WA 98034-8709 11 1-800-521-0778 12 13 The American Traffic Safety Services Association 14 15 Riverside Parkway, Suite 100 15 Fredericksburg, Virginia 22406-1022 16 Training Dept. Toll Free (877) 642-4637 17 Phone: (540) 368-1701 18 19 1-10.2(1)B Traffic Control Supervisor 20 (******) 21 22 The last paragraph is revised to read: 23 24 The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 1-25 10.3(1)B Other Traffic Control Labor, however, all compensation shall be included in the 26 lump sum bid price for Project Temporary Traffic Control. If TCS duties are not being 27 performed to the satisfaction of the Engineer, this provision will be revoked. 28 29 1-10.2(2) Traffic Control Plans 30 (******) 31 32 Delete the entire section and replace with the following: 33 34 The Contractor shall prepare a signing plan showing the necessary Class A and B 35 construction signing, barricades, and traffic control devices required for the project and 36 submit it to the City, no later than the preconstruction conference date. When the Class B 37 signing for a particular area will be provided as detailed on one or more of the figures 38 included in the MUTCD without modification, the Contractor may reference the applicable 39 MUTCD figure at the appropriate location on the Plan. When this procedure is used, 40 variable distances such as minimum length of taper must be specified by the Contractor. 41 42 The signing plan prepared by the Contractor shall provide for adequate warning within the 43 limits of the project and on all streets, alleys, and driveways entering the project so that 44 approaching traffic may turn left or right onto existing undisturbed streets before reaching 45 the project. The Plan shall be prepared to create a minimum of inconvenience for 46 pedestrian and vehicle traffic. 47 48 All modifications to the accepted signing plans shall be reviewed by the City. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-51 1-10.3(3)A Construction Signs 1 (******) 2 3 The first sentence of the first paragraph is revised to read: 4 5 All signs, barricades, flashers, cones, traffic safety drums, barricades, and other traffic 6 control devices required by the approved traffic control plan(s), as well as any other 7 appropriate signs prescribed by the City or County, shall be furnished and maintained by 8 the Contractor. 9 10 Open trenches shall be provided with proper barricades and at night they shall be distinctly 11 indicated by adequately spaced lights. 12 13 14 END DIVISION 1 15 16 17 18 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-52 DIVISION 2 1 EARTHWORK 2 3 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 4 5 Description 6 (******) 7 8 Supplement this section with the following: 9 10 The Contractor shall perform the minimum amount of clearing and grubbing within the 11 construction limits that is necessary to perform the work. The limits of clearing and grubbing 12 shall be staked and flagged by the Contractor for approval by the City prior to construction. 13 14 (******) 15 16 Supplement this section with the following: 17 18 All work beyond the right-of-way line shall be coordinated with affected property owner(s) 19 per Section 1-07.24 Rights of Way. 20 21 If any work is to be performed outside of the right-of-way and outside of the work areas 22 designated in the Contract, the Contractor shall receive written permission from the City 23 prior to proceeding. 24 25 For work outside of the right-of-way requiring temporary removal of obstructions, the 26 following shall apply: 27 28 Should any existing objects impede the Contractor ’s work, the Contractor may request 29 permission from the City to remove them. Once permission is obtained, the Contractor 30 shall temporarily remove and later replace to its original condition or relocate nearby as 31 directed eg. mail boxes, fences, small trees, shrubs, street signs and posts, culverts, 32 irrigation facilities, concrete or rock walls, or other similar obstructions which lie in or near 33 the line of work and are not intended for removal. Should any damage be incurred, the 34 cost of replacement or repair shall be borne by the Contractor. 35 36 Construction Requirements 37 38 2-01.3(1) Clearing 39 (******) 40 41 Supplement this section with the following: 42 43 Removal of trees for utility trenching shall include removal of the stump and root ball within 3 44 feet of the pipe on all sides. 45 46 Removal of tree roots for utility trenching shall include removal of any large tree roots within 47 the confines of the trench. Roots over 4 inches in diameter will require City approval to 48 remove. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-53 Move any existing materials stockpiled in the work zone as necessary to perform the work. 1 Do not dispose without written permission of the owner of said materials. Return materials 2 back to their approximate original locations at completion of construction unless an alternate 3 location is approved by both the owner of the material and the City. 4 5 Payment 6 (******) 7 8 Supplement this section with the following: 9 10 All costs for clearing and grubbing shall be incidental to the water main installation. No 11 separate payment will be made. 12 13 All costs for removal and resetting of existing fencing in Section 2-01.3(5) shall be incidental 14 to the water installation. No separate payment will be made. 15 16 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 17 18 Description 19 (******) 20 21 Supplement this section with the following: 22 23 The primary work components shall include the decommissioning of the existing 6-inch 24 diameter water main, service connections, meter boxes, and fire hydrant. The primary work 25 components shall also include all necessary saw cutting of existing pavement. 26 27 Construction Requirements 28 (******) 29 30 Supplement this section with the following: 31 32 This work shall consist of removing and disposing of, or salvaging, various existing project 33 elements within the construction limits shown on the plans, including: 34 35 1. Asphalt surfaces removed during construction (e.g. saw cutting, trenching, etc.) 36 2. Service connections, meter boxes, and a fire hydrant. 37 38 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 39 (June 26, 2020 COP GSP) 40 41 Supplement this section with the following: 42 43 In those areas where asphalt pavement removal is required, the Contractor shall, prior to 44 excavation, score the edge of the asphalt concrete pavement with an approved pavement 45 cutter such as a concrete saw. During the course of the work, the Contractor shall take 46 precautions to preserve the integrity of this neat, clean pavement edge. Should the 47 pavement edge be damaged prior to asphalt concrete paving activities, the Contractor shall 48 be required to trim the edge with an approved pavement cutter as directed by the City 49 immediately prior to paving. Sidewalk and/or curb and gutter removal shall be from 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-54 construction joint to joint. No partial sidewalk panels or curb and gutter sections will be 1 allowed. 2 3 Measurement 4 (******) 5 6 Supplement this section with the following: 7 8 The Bid item “SAW CUTTING PAVEMENT” shall be measured by the linear foot (LF). 9 10 The Bid item “REMOVAL OF EXISTING FEATURES” shall be measured as lump sum (LS), 11 and includes the following work: 12 13 • Saw cutting of approximately 2400 LF of pavement along the water main alignment. 14 • Temporarily remove, salvage, and store existing features (e.g. fences, landscaping, 15 irrigation, etc.) of adjacent residential properties as required to facilitate the work, for 16 future re-installation by the Contractor. Contractor shall minimize disturbance to 17 residential properties. 18 • Perform clearing and grubbing as needed. 19 • Decommissioning of existing water line to be abandoned by grouting open ends, 20 removal of the top section of valve boxes, and removal of existing hydrant. 21 22 Payment 23 (******) 24 25 Supplement this section with the following: 26 27 Payment will be made for each of the following Bid items that are included in the Proposal: 28 29 “SAW CUTTING PAVEMENT”, per linear foot (LF). 30 31 “REMOVAL OF EXISTING FEATURES”, lump sum (LS). 32 33 The unit Contract price per linear foot (LF) for “SAW CUTTING PAVEMENT” shall be full 34 compensation for all costs, including materials, equipment, and labor, incurred to carry out 35 the requirements of Section 2-02 except for those costs included in other items which are 36 included in this Subsection and which are included in the Proposal. 37 38 The lump sum (LS) Contract price for “REMOVAL OF STRUCTURES AND 39 OBSTRUCTIONS FEATURES” shall be full compensation for all costs, including materials, 40 equipment, and labor, incurred to carry out the requirements of Section 2-02 and its Special 41 Provisions except for those costs included in other items which are included in this 42 Subsection and which are included in the Proposal. 43 44 2-03 ROADWAY EXCAVATION AND EMBANKMENT 45 46 Description 47 (******) 48 49 Supplement this section with the following: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-55 1 2 Street excavation shall consist of removing the existing material of whatever nature 3 encountered to the subgrade elevation and shaping the subgrade to conform to the cross- 4 section shown on the Plans or as staked in the field. 5 6 The Contractor shall use caution while performing roadway excavation. Heavy, rubber- tired 7 equipment, particularly front end loaders, shall limit their travel over a single area as much 8 as possible. Trucks shall observe a 10 mph speed limit when traveling over exposed 9 subgrade areas. Track mounted equipment may only be used with permission from the City, 10 and in areas where their use will not be detrimental to the project. 11 12 The City may reference known existing monuments or markers relating to subdivisions, 13 plats, roads, street centerline intersections, etc. The Contractor is responsible for field-locating 14 all existing monuments and markers. The Contractor shall take special care to protect these 15 monuments or markers and also the reference points. In the event the Contractor is 16 negligent in preserving such monuments and markers, the points will be reset by a licensed 17 surveyor at the Contractor's expense. 18 19 Construction Requirements 20 21 2-03.3(3) Excavation Below Subgrade 22 (June 26, 2020 COP GSP) 23 24 Supplement this section with the following: 25 26 At the direction of the Engineer, at the City’s expense, areas within the street subgrade which 27 exhibit instability due to high moisture content shall be: 28 29 1. Aerated and allowed to dry, 30 31 2. Over-excavated and backfilled with ballast, or crushed surfacing base course. The 32 Contractor may be instructed to install construction geotextile for soil stabilization in the 33 excavation, 34 35 3. Or a combination of any of the above. 36 37 2-03.3(14)D Compaction and Moisture Control Tests 38 (June 26, 2020 COP GSP) 39 40 Supplement this section with the following: 41 42 Compaction of placed fill shall be 95% of maximum density as determined by ASTM D 698 43 (Standard Proctor). The Contractor shall notify the City when ready for in-place subgrade 44 density tests. Placement of courses of aggregate shall not proceed until density 45 requirements are met. The Contractor shall be responsible for scheduling all testing. All 46 initial testing costs are the responsibility of the City. All costs associated with failed 47 tests/testing shall be the responsibility of the Contractor. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-56 If the product fails any test, the City may require additional testing to determine the extent 1 of the failure and more frequent tests may be required on additional work. Testing shall be 2 in accordance with Section 1-06.2(1).7. 3 4 Measurement 5 (******) 6 7 Supplement this section with the following: 8 9 Roadway and trench excavation, including haul shall be incidental to other bid items. No 10 separate measurement shall be made. 11 12 13 14 15 Payment 16 (******) 17 8” 18 19 Supplement this section with the following: 20 21 Payment will be made for each of the following Bid items that are included in the proposal: 22 23 If no bid proposal item for “ROADWAY AND TRENCH EXCAVATION INCL. HAUL” exists, 24 then all costs, including labor and equipment, stockpiling, or storinv native material that has 25 been excavated shall be considered as incidental work to the various bid item and no 26 separate payment will be made. 27 28 29 No separate payment will be made for roadway surveying. All costs associated with 30 roadway surveying will be considered incidental to other bid items. 31 32 2-07 WATERING 33 34 Description 35 (******) 36 37 Supplement this section with the following: 38 39 The Contractor shall be solely responsible for dust control and shall protect motoring 40 public, adjacent homes and businesses, orchards, crops, and school yards from damage 41 due to dust, by the most appropriate means necessary. The Contractor shall be 42 responsible for any claims for damages and shall protect and defend the City from any and all 43 such claims. 44 45 When directed by the City, the Contractor shall provide dust control within two hours of 46 such order and have equipment and manpower available at all times including weekends 47 and holidays to respond to orders for dust control measures. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-57 The Contractor shall take special precautions to control dust at all times throughout the 1 entire project. This also includes watering on weekends and holidays. Watering, or other 2 approved dust control measures will be required whenever dust conditions are present on 3 the roadway, on adjacent streets when dust results from construction activities, and on cut 4 and fill slopes as determined by the City. The Contractor shall obtain their own source of 5 water at their expense unless otherwise indicated in the bid documents. No separate 6 payment will be made for dust control. 7 8 (******) 9 Add the following new section: 10 11 Watering for Compaction 12 13 Contractor shall provide watering as necessary to achieve optimal moisture content for 14 compaction. Cost for watering shall be incidental to the contract. The Contractor shall 15 coordinate with the water purveyor to provide a meter setup for construction water, if a 16 source is available. The maximum flow rate allowed from this meter may be restricted at 17 the purveyor’s discretion. The Contractor is responsible for protection of the meter 18 assembly from theft, vandalism, damage, and freezing. 19 20 Measurement 21 (******) 22 23 Supplement this section with the following: 24 25 There will be no separate measurement for dust control (dewatering) and watering (e.g. 26 compaction) operations by the Contractor. 27 28 Payment 29 (******) 30 31 Supplement this section with the following: 32 33 All costs for dust control (dewatering) and watering (e.g. compaction) operations shall be 34 incidental to other Bid items. 35 36 2-09 STRUCTURE EXCAVATION 37 38 Description 39 (******) 40 41 Supplement this section with the following: 42 43 The work shall include all necessary trench shoring and safety measures necessary for the 44 installation of the proposed water mains as shown in the Contract Plans. 45 46 Measurement 47 (******) 48 49 Supplement this section with the following: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-58 1 The Bid item “TRENCH BACKFILL” shall be measured by the cubic yard (CY) of material 2 placed to the specified depth and compaction. Should the City determine to use native 3 trench material previously excavated and stored for trench backfill, no additional 4 measurement or payment will be made for excess new backfill material and only imported 5 material will be paid using this bid item. Backfill using native material will be considered 6 incidental to the water main installation and commissioning bid item. 7 8 The Bid item “IMPORT GRAVEL BACKFILL FOR PIPE ZONE (INCLUDING BEDDING)” 9 shall be measured by the cubic yard (CY) of material placed to the specified depth and 10 compaction. 11 12 13 The Bid item “SHORING OR EXTRA EXCAVATION – TRENCH SAFETY” shall be 14 measured by the linear foot (LF) along the proposed utility service alignment. 15 16 Payment 17 (******) 18 19 Supplement this section with the following: 20 21 Payment will be made for each of the following Bid items that are included in the Proposal: 22 23 “TRENCH BACKFILL”, per cubic yard (CY). 24 “SHORING OR EXTRA EXCAVATION – TRENCH SAFETY”, per linear foot (LF). 25 26 The unit Contract price per cubic yard (CY) for “TRENCH BACKFILL” shall be full 27 compensation for all costs, including materials, equipment, and labor, incurred to carry out 28 the requirements of Section 2-09 and its Special Provisions except for those costs included 29 in other items which are included in this Subsection and which are included in the Proposal. 30 31 The unit Contract price per cubic yard (CY) for “IMPORT GRAVEL FOR PIPE ZONE 32 (INCLUDING BEDDING)” shall be full compensation for all costs, including materials, 33 equipment, and labor, incurred to carry out the requirements of Section 2-09 and its Special 34 Provisions except for those costs included in other items which are included in this 35 Subsection and which are included in the Proposal. 36 37 The unit Contract price per linear foot (LF) for “SHORING OR EXTRA EXCAVATION – 38 TRENCH SAFETY” shall be full compensation for all materials, equipment, and labor 39 required to construct the shoring, including excavation, installation, and removal of the 40 specified shoring, backfilling, and compaction. When extra excavation is used by the 41 Contractor in lieu of constructing the shoring, the unit price bid shall be full pay for all 42 additional excavation, backfill, compaction and other work required. If select material is 43 required within the limits of the trench excavation, it shall also be required as backfill 44 material for the extra excavation at the Contractor’s expense. 45 46 2-11 TRIMMING AND CLEANUP 47 48 Construction Requirements 49 (June 26, 2020 COP GSP) 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-59 1 Supplement this section with the following: 2 3 7. Restore all grass area affected by construction with sod and in accordance with the 4 City of Pasco Construction Standards. 5 8. Restore all landscaping rock, mulch, and bark with the same materials as existed prior to 6 construction. Where the same materials are not readily available, the Contractor shall 7 coordinate with the City prior to removing said materials to determine if said materials 8 should be salvaged for reuse, or if new similar materials should be provided. 9 9. Restore the site and offsite areas affected by the work to their original condition or 10 better and to the satisfaction of the City and the adjoining homeowners. 11 12 13 END DIVISION 2 14 15 16 17 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-60 DIVISION 4 1 BASES 2 3 4-04 BALLAST AND CRUSHED SURFACING 4 5 Construction Requirements 6 7 4-04.3(5) Shaping and Compaction 8 (June 26, 2020 COP GSP) 9 10 Supplement this section with the following: 11 12 The Contractor shall notify the City when they are ready for in-place ballast, base course, 13 or top course density tests. Placement of successive courses of aggregate or asphalt 14 concrete shall not proceed until density requirements are met. All costs associated with 15 failed tests/testing shall be the responsibility of the Contractor. 16 17 Measurement 18 (******) 19 20 Supplement this section with the following: 21 22 The Bid item “10" CRUSHED SURFACE BASE COARSE (CSBC)” shall be measured by the 23 square yard (SY) of material placed to the specified depth and compaction, except where 24 used underneath concrete sidewalk, apron, curb, and gutter, in which case it is incidental to 25 other bid items and no separate payment for this item shall be made. 26 27 Payment 28 (******) 29 30 Supplement this section with the following: 31 32 Payment will be made for each of the following Bid items that are included in the Proposal: 33 34 “10" CRUSHED SURFACE BASE COARSE (CSBC)”, per square yard (SY). 35 36 The unit Contract price per square yard (SY) for “10" CRUSHED SURFACE BASE COARSE 37 (CSBC)” shall be full compensation for all costs, including materials, equipment, and labor, 38 incurred to carry out the requirements of Section 4-04 except for those costs included in other 39 items which are included in this Subsection and which are included in the Proposal. 40 41 42 43 END DIVISION 4 44 45 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-61 DIVISION 5 1 SURFACE TREATMENTS AND PAVEMENTS 2 3 5-04 HOT MIX ASPHALT 4 (July 18, 2018 APWA GSP, Unless Otherwise Noted) 5 6 Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 7 8 Description 9 10 This Work shall consist of providing and placing one or more layers of plant-mixed hot mix 11 asphalt (HMA) on a prepared foundation or base in accordance with these Specifications 12 and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The 13 manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with 14 these Specifications. WMA processes include organic additives, chemical additives, and 15 foaming. 16 17 HMA shall be composed of asphalt binder and mineral materials as may be required, mixed 18 in the proportions specified to provide a homogeneous, stable, and workable mixture. 19 20 Materials 21 22 Materials shall meet the requirements of the following sections: 23 Asphalt Binder 9-02.1(4) 24 Cationic Emulsified Asphalt 9-02.1(6) 25 Anti-Stripping Additive 9-02.4 26 HMA Additive 9-02.5 27 Aggregates 9-03.8 28 Recycled Asphalt Pavement 9-03.8(3)B 29 Mineral Filler 9-03.8(5) 30 Recycled Material 9-03.21 31 Portland Cement 9-01 32 Sand 9-03.1(2) 33 (As noted in 5-04.3(5)C for crack sealing) 34 Joint Sealant 9-04.2 35 Foam Backer Rod 9-04.2(3)A 36 37 The Contract Documents may establish that the various mineral materials required for the 38 manufacture of HMA will be furnished in whole or in part by the City. If the documents do 39 not establish the furnishing of any of these mineral materials by the City, the Contractor shall 40 be required to furnish such materials in the amounts required for the designated mix. 41 Mineral materials include coarse and fine aggregates, and mineral filler. 42 43 The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of 44 HMA. The RAP may be from pavements removed under the Contract, if any, or pavement 45 material from an existing stockpile. 46 47 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional 48 sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one 49 sample for every 1,000 tons produced and not less than ten samples per project. The 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-62 asphalt content and gradation test data shall be reported to the City when submitting the mix 1 design for approval on the QPL. The Contractor shall include the RAP as part of the mix 2 design as defined in these Specifications. 3 4 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder 5 from different sources is not permitted. 6 7 The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA 8 with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the 9 Engineer for approval the process that is proposed and how it will be used in the 10 manufacture of HMA. 11 12 Production of aggregates shall comply with the requirements of Section 3-01. 13 14 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates 15 from stockpiles shall comply with the requirements of Section 3-02. 16 17 5-04.2(1) How to Get an HMA Mix Design on the QPL 18 If the Contractor wishes to submit a mix design for inclusion in the Qualified Products List 19 (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 20 21 5-04.2(1)A Vacant 22 23 5-04.2(2) Mix Design – Obtaining Project Approval 24 No paving shall begin prior to the approval of the mix design by the Engineer. 25 26 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in 27 the contract documents. 28 29 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in 30 the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, 31 prelevel, and pavement repair. Other nonstructural applications of HMA accepted by 32 commercial evaluation shall be as approved by the Project Engineer. Sampling and testing 33 of HMA accepted by commercial evaluation will be at the option of the Project Engineer. 34 The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded 35 from the quantities used in the determination of nonstatistical evaluation. 36 37 Nonstatistical Mix Design. Fifteen days prior to the first day of paving the Contractor shall 38 provide one of the following mix design verification certifications for City review; 39 40 • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of 41 the mix design verification certifications listed below. 42 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and 43 certification (stamp & sig-nature) of a valid licensed Washington State Professional 44 Engineer. 45 • The Mix Design Report for the proposed HMA mix design developed by a qualified 46 City or County laboratory that is within one year of the approval date.** 47 48 The mix design shall be performed by a lab accredited by a national authority such as 49 Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-63 Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program 1 (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency 2 sample program. 3 4 Mix designs for HMA accepted by Nonstatistical evaluation shall; 5 6 • Have the aggregate structure and asphalt binder content determined in accordance 7 with WSDOT Standard Operating Procedure 732 and meet the requirements of 8 Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the 9 discretion of the Engineer, and 9-03.8(6). 10 • Have anti-strip requirements, if any, for the proposed mix design determined in 11 accordance with AASHTO T 283 or T 324, or based on historic anti-strip and 12 aggregate source compatibility from previous WSDOT lab testing. 13 14 At the discretion of the Engineer, agencies may accept verified mix designs older than 12 15 months from the original verification date with a certification from the Contractor that the 16 materials and sources are the same as those shown on the original mix design. 17 18 Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based 19 on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, 20 AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or 21 from one of the processes allowed by this section. Testing of the HMA by the City for mix 22 design approval is not required. 23 24 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design 25 level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. 26 27 5-04.2(2)B Using Warm Mix Asphalt Processes 28 The Contractor may elect to use additives that reduce the optimum mixing temperature or 29 serve as a compaction aid for producing HMA. Additives include organic additives, chemical 30 additives and foaming processes. The use of Additives is subject to the following: 31 32 • Do not use additives that reduce the mixing temperature more than allowed in Section 33 5-04.3(6) in the production of mixtures. 34 • Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 35 to describe the proposed additive and process. 36 37 Construction Requirements 38 39 5-04.3(1) Weather Limitations 40 (June 26, 2020 COP GSP) 41 42 Revise this entire section from the APWA GSP and replace it with the following: 43 44 HMA shall not be placed on any traveled way beginning October 1st through March 31st of 45 the following year without written approval from the City. 46 47 Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F 48 without written approval of the City. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-64 HMA shall not be placed on any wet surface, or when the average surface temperatures 1 are less than those specified in the following table, or when weather conditions otherwise 2 prevent the proper handling or finishing of the bituminous mixtures. Any exceptions to the 3 above and following limitations will not be allowed without the written approval of the City. 4 5 Wind (mph) Ambient 0F Surface 0F (Minimum) Precipitation 0-5 45° 40° Not Measurable 5-10 50° 40° Not Measurable 10-15 55° 40° Not Measurable 15+ 60° 45° Not Measurable 1. If the weather criteria are met, the Contractor shall complete the entire panel 6 or lane with no transverse joints. 7 2. If meteorological conditions change after starting, construction shall be 8 monitored by the City and require their approval. 9 3. HMA shall not be placed on ground that is frozen. 10 11 The weather guide shall be the “National Weather Service” zone forecast for the Lower 12 Columbia Basin, Washington at www.wrh.noaa.gov/. The wind speed shall be the current 13 conditions at the Tri-Cities Airport, available at the website above. 14 15 5-04.3(2) Paving Under Traffic 16 When the Roadway being paved is open to traffic, the requirements of this Section 17 shall apply. 18 19 The Contractor shall keep intersections open to traffic at all times except when paving the 20 intersection or paving across the intersection. During such time, and provided that there has 21 been an advance warning to the public, the intersection may be closed for the minimum time 22 required to place and compact the mixture. In hot weather, the Engineer may require the 23 application of water to the pavement to accelerate the finish rolling of the pavement and to 24 shorten the time required before reopening to traffic. 25 26 Before closing an intersection, advance warning signs shall be placed and signs shall also 27 be placed marking the detour or alternate route. 28 29 During paving operations, temporary pavement markings shall be maintained throughout the 30 project. Temporary pavement markings shall be installed on the Roadway prior to opening 31 to traffic. Temporary pavement markings shall be in accordance with Section 8-23. 32 33 All costs in connection with performing the Work in accordance with these requirements, 34 except the cost of temporary pavement markings, shall be included in the unit Contract 35 prices for the various Bid items involved in the Contract. 36 37 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-65 5-04.3(3) Equipment 1 2 5-04.3(3)A Mixing Plant 3 Plants used for the preparation of HMA shall conform to the following requirements: 4 5 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt 6 binder shall be equipped to heat and hold the material at the required temperatures. 7 The heating shall be accomplished by steam coils, electricity, or other approved 8 means so that no flame shall be in contact with the storage tank. The circulating 9 system for the asphalt binder shall be designed to ensure proper and continuous 10 circulation during the operating period. A valve for the purpose of sampling the 11 asphalt binder shall be placed in either the storage tank or in the supply line to the 12 mixer. 13 2. Thermometric Equipment – An armored thermometer, capable of detecting 14 temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder 15 feed line at a location near the charging valve at the mixer unit. The thermometer 16 location shall be convenient and safe for access by Inspectors. The plant shall also 17 be equipped with an approved dial-scale thermometer, a mercury actuated 18 thermometer, an electric pyrometer, or another approved thermometric instrument 19 placed at the discharge chute of the drier to automatically register or indicate the 20 temperature of the heated aggregates. This device shall be in full view of the plant 21 operator. 22 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed 23 the maximum recommended by the asphalt binder manufacturer nor shall it be below 24 the minimum temperature required to maintain the asphalt binder in a homogeneous 25 state. The asphalt binder shall be heated in a manner that will avoid local variations 26 in heating. The heating method shall provide a continuous supply of asphalt binder 27 to the mixer at a uniform average temperature with no individual variations exceeding 28 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature 29 of the asphalt binder shall not exceed the maximum recommended by the 30 manufacturer of the WMA additive. 31 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped 32 with a mechanical sampler for the sampling of the mineral materials. The 33 mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing 34 and screening operation. The Contractor shall provide for the setup and operation of 35 the field testing facilities of the City as provided for in Section 3-01.2(2). 36 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the 37 following methods: 38 a. A mechanical sampling device attached to the HMA plant. 39 b. Platforms or devices to enable sampling from the hauling vehicle without 40 entering the hauling vehicle. 41 42 5-04.3(3)B Hauling Equipment 43 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a 44 cover of canvas or other suitable material of sufficient size to protect the mixture from 45 adverse weather. Whenever the weather conditions during the work shift include, or are 46 forecast to include, precipitation or an air temperature less than 45°F or when time from 47 loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the 48 HMA. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-66 The Contractor shall provide an environmentally benign means to prevent the HMA mixture 1 from adhering to the hauling equipment. Excess release agent shall be drained prior to 2 filling hauling equipment with HMA. Petroleum derivatives or other coating material that 3 contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, 4 the conveyer shall be in operation during the process of applying the release agent. 5 6 (June 26, 2020 COP GSP) 7 Supplement this section with the following: 8 9 Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous 10 paving operation at proper HMA mix temperatures. Paving operations shall not proceed 11 until hauling equipment sufficient to assure continuous operations is provided. 12 13 5-04.3(3)C Pavers 14 HMA pavers shall be self-contained, power-propelled units, provided with an internally 15 heated vibratory screed and shall be capable of spreading and finishing courses of HMA 16 plant mix material in lane widths required by the paving section shown in the Plans. 17 18 The HMA paver shall be in good condition and shall have the most current equipment 19 available from the manufacturer for the prevention of segregation of the HMA mixture 20 installed, in good condition, and in working order. The equipment certification shall list the 21 make, model, and year of the paver and any equipment that has been retrofitted. 22 23 The screed shall be operated in accordance with the manufacturer’s recommendations and 24 shall effectively produce a finished surface of the required evenness and texture without 25 tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s 26 recommendations shall be provided upon request by the City. Extensions will be allowed 27 provided they produce the same results, including ride, density, and surface texture as 28 obtained by the primary screed. Extensions without augers and an internally heated 29 vibratory screed shall not be used in the Traveled Way. 30 31 When specified in the Contract, reference lines for vertical control will be required. Lines 32 shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal 33 control utilizing the reference line will be permitted. The grade and slope for intermediate 34 lanes shall be controlled automatically from reference lines or by means of a mat 35 referencing device and a slope control device. When the finish of the grade prepared for 36 paving is superior to the established tolerances and when, in the opinion of the Engineer, 37 further improvement to the line, grade, cross-section, and smoothness can best be achieved 38 without the use of the reference line, a mat referencing device may be substituted for the 39 reference line. Substitution of the device will be subject to the continued approval of the 40 Engineer. A joint matcher may be used subject to the approval of the Engineer. The 41 reference line may be removed after the completion of the first course of HMA when 42 approved by the Engineer. Whenever the Engineer determines that any of these methods 43 are failing to provide the necessary vertical control, the reference lines will be reinstalled by 44 the Contractor. 45 46 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and 47 accessories necessary for satisfactory operation of the automatic control equipment. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-67 If the paving machine in use is not providing the required finish, the Engineer may suspend 1 Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the 2 pavement shall be thoroughly removed before paving proceeds. 3 4 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 5 A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, 6 unless other-wise required by the contract. 7 8 Where an MTD/V is required by the contract, the Engineer may approve paving without an 9 MTD/V, at the request of the Contractor. The Engineer will determine if an equitable 10 adjustment in cost or time is due. 11 12 When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior 13 to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform 14 temperature throughout the mixture. If a windrow elevator is used, the length of the windrow 15 may be limited in urban areas or through intersections, at the discretion of the Engineer. 16 17 To be approved for use, an MTV: 18 19 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 20 2. Shall not be connected to the hauling vehicle or paver. 21 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 22 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement 23 into the paving machine. 24 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 25 mixture. 26 27 To be approved for use, an MTD: 28 29 1. Shall be positively connected to the paver. 30 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 31 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement 32 into the paving machine. 33 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 34 mixture. 35 36 5-04.3(3)E Rollers 37 Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good 38 condition and capable of reversing without backlash. Operation of the roller shall be in 39 accordance with the manufacturer’s recommendations. When ordered by the Engineer for 40 any roller planned for use on the project, the Contractor shall provide a copy of the 41 manufacturer’s recommendation for the use of that roller for compaction of HMA. The 42 number and weight of rollers shall be sufficient to compact the mixture in compliance with 43 the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the 44 aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction 45 of the surface, displacement of the mixture or other undesirable results shall not be used. 46 47 5-04.3(4) Preparation of Existing Paved Surfaces 48 When the surface of the existing pavement or old base is irregular, the Contractor shall bring 49 it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-68 1 Preleveling of uneven or broken surfaces over which HMA is to be placed may be 2 accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as 3 approved by the Engineer. 4 5 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require 6 the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging 7 across preleveled areas by the compaction equipment. Equipment used for the compaction 8 of preleveling HMA shall be approved by the Engineer. 9 10 Before construction of HMA on an existing paved surface, the entire surface of the 11 pavement shall be clean. All fatty asphalt patches, grease drippings, and other 12 objectionable matter shall be entirely removed from the existing pavement. All pavements 13 or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and 14 other foreign matter. All holes and small depressions shall be filled with an appropriate 15 class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. 16 Prior to the application of tack coat, or paving, the condition of the surface shall be approved 17 by the Engineer. 18 19 A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is 20 to be placed or abutted; except that tack coat may be omitted from clean, newly paved 21 surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the 22 existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate 23 between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application 24 shall be approved by the Engineer. A heavy application of tack coat shall be applied to all 25 joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces 26 that will be paved during the same working shift. The spreading equipment shall be 27 equipped with a thermometer to indicate the temperature of the tack coat material. 28 29 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the 30 Contractor’s operation damages the tack coat it shall be repaired prior to placement of the 31 HMA. 32 33 The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h 34 emulsified asphalt may be diluted once with water at a rate not to exceed one part water to 35 one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may 36 be applied uniformly at the specified rate of application and shall not exceed the maximum 37 temperature recommended by the emulsified asphalt manufacturer. 38 39 (June 26, 2020 COP GSP) 40 Supplement this section with the following: 41 42 Overlays and Utility Patches 43 44 Edges of asphalt and curb edge shall be tack coated. 45 46 Prior to paving utility trenches, the edges of the trenches shall be saw-cut parallel to the 47 center of the street leaving long straight edges. Should any undermining occur on existing 48 adjacent pavement, the Contractor shall neatly cut the pavement 6 inches beyond the 49 undermined area. The City may waive all or a portion of the saw cutting requirement if the 50 original street cut is straight and not damaged. 51 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-69 5-04.3(4)A Crack Sealing 1 2 5-04.3(4)A1 General 3 When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and 4 greater. 5 6 Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign 7 material when filling with crack sealant material. Use a hot compressed air lance to dry and 8 warm the pavement surfaces within the crack immediately prior to filling a crack with the 9 sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing 10 cracks is not required. 11 12 Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the 13 components and pour the mixture into the cracks until full. Add additional CSS-1 cationic 14 emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will 15 completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface 16 and allow the mixture to cure. Top off cracks that were not completely filled with additional 17 sand slurry. Do not place the HMA overlay until the slurry has fully cured. 18 19 The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, 20 approximately 2 percent portland cement, water (if required), and the remainder clean Class 21 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and 22 then poured into the cracks and joints until full. The following day, any cracks or joints that 23 are not completely filled shall be topped off with additional sand slurry. After the sand slurry 24 is placed, the filler shall be struck off flush with the existing pavement surface and allowed to 25 cure. The HMA overlay shall not be placed until the slurry has fully cured. The 26 requirements of Section 1-06 will not apply to the portland cement and sand used in the 27 sand slurry. 28 29 In areas where HMA will be placed, use sand slurry to fill the cracks. 30 31 In areas where HMA will not be placed, fill the cracks as follows: 32 33 1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 34 2. Cracks greater than 1 inch in width – fill with sand slurry. 35 36 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the 37 material in accordance with these requirements and the manufacturer’s recommendations. 38 Furnish a Type 1 Working Drawing of the manufacturer’s product information and 39 recommendations to the Engineer prior to the start of work, including the manufacturer’s 40 recommended heating time and temperatures, allowable storage time and temperatures 41 after initial heating, allowable reheating criteria, and application temperature range. Confine 42 hot poured sealant material within the crack. Clean any overflow of sealant from the 43 pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the 44 cracks with hot poured sealant results in an excessive amount of material on the pavement 45 surface, stop and correct the operation to eliminate the excess material. 46 47 5-04.3(4)A2 Crack Sealing Areas Prior to Paving 48 In areas where HMA will be placed, use sand slurry to fill the cracks. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-70 5-04.3(4)A3 Crack Sealing Areas Not to be Paved 1 In areas where HMA will not be placed, fill the cracks as follows: 2 3 A. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 4 B. Cracks greater than 1 inch in width – fill with sand slurry. 5 6 (June 26, 2020 COP GSP) 7 Add the following new section: 8 9 5-04.3(4)B Soil Residual Herbicide 10 The Contractor shall apply one application of an approved soil residual herbicide on areas 11 where hot mix asphalt is applied. The requirements of Section 8-02.3(2)A shall apply to this 12 application. The application of herbicide shall precede paving by no more than 24 hours. 13 14 5-04.3(4)C Pavement Repair 15 The Contractor shall excavate pavement repair areas and shall backfill these with HMA in 16 accordance with the details shown in the Plans and as marked in the field. The Contractor 17 shall conduct the excavation operations in a manner that will protect the pavement that is to 18 remain. Pavement not designated to be removed that is damaged as a result of the 19 Contractor’s operations shall be repaired by the Contractor to the City’s satisfaction. All 20 costs associated with that pavement repair shall be at the expense of the Contractor. 21 22 The Contractor shall excavate only within one lane at a time unless approved otherwise by 23 the Engineer. The Contractor shall not excavate more area than can be completely finished 24 during the same shift, unless approved by the City 25 26 Unless otherwise shown in the Plans or determined by the City, excavate to a depth of 1.0 27 feet. The City will make the final determination of the excavation depth required. The 28 minimum width of any pavement repair area shall be 40 inches unless shown otherwise in 29 the Plans. Before any excavation, the existing pavement shall be sawcut or shall be 30 removed by a pavement grinder. Excavated materials will become the property of the 31 Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or 32 used in accordance with Sections 2-02.3(3) or 9-03.21. 33 34 Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application 35 of tack coat shall be applied to all surfaces of existing pavement in the pavement repair 36 area. 37 38 Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot 39 compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished 40 with the approval of the City. Each lift shall be thoroughly compacted by a mechanical 41 tamper or a roller. 42 43 (June 26, 2020 COP GSP) 44 Supplement this section with the following: 45 46 After the completion of trench and patch repairs, the Contractor shall seal all joints with 47 CSS-1 and dry paving sand. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-71 5-04.3(5) Producing/Stockpiling Aggregates and RAP 1 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. 2 Sufficient storage space shall be provided for each size of aggregate and RAP. Materials 3 shall be removed from stockpile(s) in a manner to ensure minimal segregation when being 4 moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall 5 be kept separated until they have been delivered to the HMA plant. 6 7 5-04.3(5)A Vacant 8 9 5-04.3(6) Mixing 10 After the required amount of mineral materials, asphalt binder, recycling agent and anti-11 stripping additives have been introduced into the mixer the HMA shall be mixed until 12 complete and uniform coating of the particles and thorough distribution of the asphalt binder 13 throughout the mineral materials is ensured. 14 15 When discharged, the temperature of the HMA shall not exceed the optimum mixing 16 temperature by more than 25°F as shown on the reference mix design report or as approved 17 by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the 18 discharge temperature of the HMA shall not exceed the maximum recommended by the 19 manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at 20 discharge, will be allowed providing the water causes no problems with handling, stripping, 21 or flushing. If the water in the HMA causes any of these problems, the moisture content 22 shall be reduced as directed by the Engineer. 23 24 Storing or holding of the HMA in approved storage facilities will be permitted with approval of 25 the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for 26 more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by 27 the Contractor at no expense to the City. The storage facility shall have an accessible 28 device located at the top of the cone or about the third point. The device shall indicate the 29 amount of material in storage. No HMA shall be accepted from the storage facility when the 30 HMA in storage is below the top of the cone of the storage facility, except as the storage 31 facility is being emptied at the end of the working shift. 32 33 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to 34 entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is 35 evidence of the recycled asphalt pavement not breaking down during the heating and mixing 36 of the HMA, the Contractor shall immediately suspend the use of the RAP until changes 37 have been approved by the Engineer. After the required amount of mineral materials, RAP, 38 new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA 39 shall be mixed until complete and uniform coating of the particles and thorough distribution 40 of the asphalt binder throughout the mineral materials, and RAP is ensured. 41 42 5-04.3(7) Spreading and Finishing 43 The mixture shall be laid upon an approved surface, spread, and struck off to the grade and 44 elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to 45 distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted 46 depth of any layer of any course shall not exceed 0.30 feet. 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-72 On areas where irregularities or unavoidable obstacles make the use of mechanical 1 spreading and finishing equipment impractical, the paving may be done with other 2 equipment or by hand. 3 4 When more than one JMF is being utilized to produce HMA, the material produced for each 5 JMF shall be placed by separate spreading and compacting equipment. The intermingling 6 of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a 7 work shift shall conform to a single JMF established for the class of HMA specified unless 8 there is a need to make an adjustment in the JMF. 9 10 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 11 For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, 12 uncompacted void content and fracture will be evaluated in accordance with Section 3-04. 13 Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at 14 the option of the Engineer. 15 16 5-04.3(9) HMA Mixture Acceptance 17 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. 18 19 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial 20 Evaluation is specified. 21 22 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in 23 the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, 24 prelevel, temporary pavement, and pavement repair. Other nonstructural applications of 25 HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling 26 and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. 27 28 The mix design will be the initial JMF for the class of HMA. The Contractor may request a 29 change in the JMF. Any adjustments to the JMF will require the approval of the Engineer 30 and may be made in accordance with this section. 31 32 HMA Tolerances and Adjustments 33 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of 34 acceptance shall be within tolerance. The tolerance limits will be established as 35 follows: 36 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by 37 adding the tolerances below to the approved JMF values. These values will 38 also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) 39 required in Section 1-06.2(2)D2 40 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A 41 42 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-73 For Aggregates in the mixture: 1 a. First, determine preliminary upper and lower acceptance limits by applying the 2 following tolerances to the approved JMF. 3 Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from 4 step (a) the minimum amount necessary so that none of the aggregate properties 5 are outside the control points in Section 9-03.8(6). The resulting values will be the 6 upper and lower acceptance limits for aggregates, as well as the USL and LSL 7 required in Section 1-06.2(2)D2. 8 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt 9 binder content of the JMF requires approval of the Engineer. Adjustments to the 10 JMF will only be considered if the change produces material of equal or better quality 11 and may require the development of a new mix design if the adjustment exceeds the 12 amounts listed below. 13 a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the 14 No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent 15 for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within 16 the range of the control points in Section 9-03.8(6). 17 b. Asphalt Binder Content – The Engineer may order or approve changes to 18 asphalt binder content. The maximum adjustment from the approved mix design 19 for the asphalt binder content shall be 0.3 percent 20 21 5-04.3(9)A Vacant 22 23 5-04.3(9)B Vacant 24 25 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation 26 HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the City by 27 dividing the HMA tonnage into lots. 28 29 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots 30 A lot is represented by randomly selected samples of the same mix design that will be 31 tested for acceptance. A lot is defined as the total quantity of material or work produced for 32 each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to 33 one day’s production or 800 tons, whichever is less except that the final sublot will be a 34 minimum of 400 tons and may be increased to 1200 tons. 35 36 All of the test results obtained from the acceptance samples from a given lot shall be 37 evaluated collectively. If the Contractor requests a change to the JMF that is approved, the 38 material produced after the change will be evaluated on the basis of the new JMF for the 39 remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in 40 progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the 41 Engineer is satisfied that material conforming to the Specifications can be produced. 42 43 Sampling and testing for evaluation shall be performed on the frequency of one sample per 44 sublot. 45 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-74 1 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling 2 Samples for acceptance testing shall be obtained by the Contractor when ordered by the 3 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer 4 and in accordance with AASH-TO T 168. A minimum of three samples should be taken for 5 each class of HMA placed on a project. 6 7 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing 8 Testing of HMA for compliance of Va will at the option of the City. If tested, compliance of Va 9 will use WSDOT SOP 731. 10 11 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 12 308. 13 14 Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 15 16 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors 17 For each lot of material falling outside the tolerance limits in 5-04.3(9), the City will 18 determine a Composite Pay Factor (CPF) using the following price adjustment factors: 19 20 Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 21 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling 22 within the tolerance limits of the job mix formula shall be accepted at the unit Contract price 23 with no further evaluation. When one or more constituents fall outside the nonstatistical 24 tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot 25 shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. 26 The nonstatistical tolerance limits will be used in the calculation of the CPF and the 27 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the 28 existing sublots or samples from the Roadway shall be tested to provide a minimum of three 29 sets of results for evaluation. 30 31 5-04.3(9)C5 Vacant 32 33 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments 34 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF 35 is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF 36 equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job 37 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-75 mix compliance price adjustment will be calculated as the product of the NCMF, the quantity 1 of HMA in the lot in tons, and the unit Contract price per ton of mix. 2 3 If a constituent is not measured in accordance with these Specifications, its individual pay 4 factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5 6 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests 7 The Contractor may request a sublot be retested. To request a retest, the Contractor shall 8 submit a written request within 7 calendar days after the specific test results have been 9 received. A split of the original acceptance sample will be retested. The split of the sample 10 will not be tested with the same tester that ran the original acceptance test. The sample will 11 be tested for a complete gradation analysis, asphalt binder content, and, at the option of the 12 agency, Va. The results of the retest will be used for the acceptance of the HMA in place of 13 the original sublot sample test results. The cost of testing will be deducted from any monies 14 due or that may come due the Contractor under the Contract at the rate of $500 per sample. 15 16 5-04.3(9)D Mixture Acceptance – Commercial Evaluation 17 If sampled and tested, HMA produced under Commercial Evaluation and having all 18 constituents falling within the tolerance limits of the job mix formula shall be accepted at the 19 unit Contract price with no further evaluation. When one or more constituents fall outside 20 the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be 21 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The 22 commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF 23 shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or 24 samples from the street shall be tested to provide a minimum of three sets of results for 25 evaluation. 26 27 For each lot of HMA mix produced and tested under Commercial Evaluation when the 28 calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. 29 The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The 30 Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the 31 quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. 32 33 If a constituent is not measured in accordance with these Specifications, its individual pay 34 factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 35 36 5-04.3(10) HMA Compaction Acceptance 37 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including 38 lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a 39 specified compacted course thickness greater than 0.10-foot, shall be compacted to a 40 specified level of relative density. The specified level of relative density shall be a 41 Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with 42 Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The 43 maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified 44 level of density attained will be determined by the evaluation of the density of the pavement. 45 The density of the pavement shall be determined in accordance with WSDOT FOP for 46 WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when 47 using the nuclear density gauge and WSDOT SOP 736 when using cores to determine 48 density. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-76 Tests for the determination of the pavement density will be taken in accordance with the 1 required procedures for measurement by a nuclear density gauge or roadway cores after 2 completion of the finish rolling. 3 4 (June 26, 2020 COP GSP) 5 Supplement this section with the following: 6 7 The test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day 8 the mix is placed and prior to opening to traffic. 9 10 Two (2) density tests shall be taken within the first one hundred (100) tons of asphalt 11 delivered to the site each day and one (1) every 100 tons thereafter for the remainder of the 12 day. If the asphalt fails any test, the City will require additional testing to determine the 13 extent of the failure and more frequent tests may be required on additional asphalt. Testing 14 and samples shall be in accordance with Section 1-06.2(1). 15 16 In addition to randomly selected density test locations, the City may also isolate any area 17 that is suspected of being defective in relative density, and may require additional testing at 18 the Contractor ’s expense. 19 20 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel 21 rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the 22 City. 23 24 (June 26, 2020 COP GSP) 25 Revise this section from the APWA GSP and replace it with the following: 26 27 Test Results 28 HMA testing shall be pre-arranged and oil content results reported within two (2) hours of 29 sampling. Initial reports may be by phone, subsequent written documents shall be 30 submitted to the City prior to the next day’s paving shift. 31 32 5-04.3(10)A HMA Compaction – General Compaction Requirements 33 Compaction shall take place when the mixture is in the proper condition so that no undue 34 displacement, cracking, or shoving occurs. Areas inaccessible to large compaction 35 equipment shall be compacted by other mechanical means. Any HMA that becomes loose, 36 broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, 37 shall be removed and replaced with new hot mix that shall be immediately compacted to 38 conform to the surrounding area. 39 40 The type of rollers to be used and their relative position in the compaction sequence shall 41 generally be the Contractor’s option, provided the specified densities are attained. Unless 42 the Engineer has approved otherwise, rollers shall only be operated in the static mode when 43 the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a 44 roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers 45 shall only be operated in static mode on bridge decks. 46 47 5-04.3(10)B HMA Compaction – Cyclic Density 48 (******) 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-77 Low cyclic density areas are defined as spots or streaks in the pavement that are less than 1 90 percent of the theoretical maximum density. The City may evaluate the HMA pavement 2 for low cyclic density at their discretion, and when doing so will follow WSDOT SOP 733. 3 Should the City accept a section of pavement with low cyclic density areas, a Cyclic Density 4 Price Adjustment may be assessed at the discretion of the City. 5 6 5-04.3(10)C Vacant 7 8 5-04.3(10)D HMA Nonstatistical Compaction 9 10 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots 11 HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance 12 testing performed by the City dividing the project into compaction lots. 13 14 A lot is represented by randomly selected samples of the same mix design that will be 15 tested for acceptance. A lot is defined as the total quantity of material or work produced for 16 each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to 17 one day’s production or 400 tons, whichever is less except that the final sublot will be a 18 minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at 19 the rate of 5 tests per sublot per WSDOT T 738. 20 21 The sublot locations within each density lot will be determined by the Engineer. For a lot in 22 progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the 23 Engineer is satisfied that material conforming to the Specifications can be produced. 24 25 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 26 other than those listed above shall be compacted on the basis of a test point evaluation of 27 the compaction train. The test point evaluation shall be performed in accordance with 28 instructions from the Engineer. The number of passes with an approved compaction train, 29 required to attain the maximum test point density, shall be used on all subsequent paving. 30 31 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts 32 shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 33 34 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing 35 The location of the HMA compaction acceptance tests will be randomly selected by the 36 Engineer from within each sublot, with one test per sublot. 37 38 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments 39 For each compaction lot with one or two sublots, having all sublots attain a relative density 40 that is 92 percent of the reference maximum density the HMA shall be accepted at the unit 41 Contract price with no further evaluation. When a sublot does not attain a relative density 42 that is 92 percent of the reference maximum density, the lot shall be evaluated in 43 accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall 44 be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with 45 CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be 46 evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-47 density gauge or cores will be completed as required to provide a minimum of three tests for 48 evaluation. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-78 For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will 1 be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 2 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the 3 quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of 4 mix. 5 6 5-04.3(11) Reject Work 7 8 5-04.3(11)A Reject Work General 9 Work that is defective or does not conform to Contract requirements shall be rejected. The 10 Contractor may propose, in writing, alternatives to removal and replacement of rejected 11 material. Acceptability of such alternative proposals will be determined at the sole discretion 12 of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-13 06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to 14 the Engineer for approval. 15 16 5-04.3(11)B Rejection by Contractor 17 The Contractor may, prior to sampling, elect to remove any defective material and replace it 18 with new material. Any such new material will be sampled, tested, and evaluated for 19 acceptance. 20 21 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 22 The Engineer may, without sampling, reject any batch, load, or section of Roadway that 23 appears defective. Material rejected before placement shall not be incorporated into the 24 pavement. Any rejected section of Roadway shall be removed. 25 26 No payment will be made for the rejected materials or the removal of the materials unless 27 the Contractor requests that the rejected material be tested. If the Contractor elects to have 28 the rejected material tested, a minimum of three representative samples will be obtained 29 and tested. Acceptance of rejected material will be based on conformance with the 30 nonstatistical acceptance Specification. If the CPF for the rejected material is less than 31 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and 32 testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost 33 of sampling and testing will be borne by the City. If the material is rejected before 34 placement and the CPF is greater than or equal to 0.75, compensation for the rejected 35 material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater 36 than or equal to 0.75, compensation for the rejected material will be at the calculated CPF 37 with an addition of 25 percent of the unit Contract price added for the cost of removal and 38 disposal. 39 40 5-04.3(11)D Rejection - A Partial Sublot 41 In addition to the random acceptance sampling and testing, the Engineer may also isolate 42 from a normal sublot any material that is suspected of being defective in relative density, 43 gradation or asphalt binder content. Such isolated material will not include an original 44 sample location. A minimum of three random samples of the suspect material will be 45 obtained and tested. The material will then be statistically evaluated as an independent lot 46 in accordance with Section 1-06.2(2). 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-79 5-04.3(11)E Rejection - An Entire Sublot 1 An entire sublot that is suspected of being defective may be rejected. When a sublot is 2 rejected a minimum of two additional random samples from this sublot will be obtained. 3 These additional samples and the original sublot will be evaluated as an independent lot in 4 accordance with Section 1-06.2(2). 5 6 5-04.3(11)F Rejection - A Lot in Progress 7 The Contractor shall shut down operations and shall not resume HMA placement until such 8 time as the Engineer is satisfied that material conforming to the Specifications can be 9 produced: 10 11 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the 12 Contractor is taking no corrective action, or 13 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 14 and the Contractor is taking no corrective action, or 15 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 16 0.75. 17 18 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 19 20 An entire lot with a CPF of less than 0.75 will be rejected. 21 22 5-04.3(12) Joints 23 24 5-04.3(12)A HMA Joints 25 26 5-04.3(12)A1 Transverse Joints 27 The Contractor shall conduct operations such that the placing of the top or wearing course is 28 a continuous operation or as close to continuous as possible. Unscheduled transverse 29 joints will be allowed and the roller may pass over the unprotected end of the freshly laid 30 mixture only when the placement of the course must be discontinued for such a length of 31 time that the mixture will cool below compaction temperature. When the Work is resumed, 32 the previously compacted mixture shall be cut back to produce a slightly beveled edge for 33 the full thickness of the course. 34 35 A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a 36 transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary 37 wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or 38 other methods approved by the Engineer. The wrapping paper shall be removed and the 39 joint trimmed to a slightly beveled edge for the full thickness of the course prior to 40 resumption of paving. 41 42 The material that is cut away shall be wasted and new mix shall be laid against the cut. 43 Rollers or tamping irons shall be used to seal the joint. 44 45 46 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-80 5-04.3(12)A2 Longitudinal Joints 1 The longitudinal joint in any one course shall be offset from the course immediately below by 2 not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the 3 wearing course shall be located at a lane line or an edge line of the Traveled Way. A 4 notched wedge joint shall be constructed along all longitudinal joints in the wearing surface 5 of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall 6 have a vertical edge of not less than the maximum aggregate size or more than ½ of the 7 compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The 8 sloped portion of the HMA notched wedge joint shall be uniformly compacted. 9 10 (June 26, 2020 COP GSP) 11 Supplement this section with the following: 12 13 All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the 14 abutting edge, free of coarse material at the surface, and neat in appearance. The 15 Contractor shall use panel widths that minimize longitudinal pavement joints. 16 17 5-04.3(12)B2 Paved Panel Joint Seal 18 Construct the paved panel joint seal in accordance with the requirements specified in 19 section 5-04.3(12)B1 and the following requirement: 20 21 1. Clean and seal the existing joint between concrete panels in accordance with Section 22 5-01.3(8) and the details shown in the Standard Plans. 23 24 5-04.3(13) Surface Smoothness 25 The completed surface of all courses shall be of uniform texture, smooth, uniform as to 26 crown and grade, and free from defects of all kinds. The completed surface of the wearing 27 course shall not vary more than ⅛ inch from the lower edge of a 10-foot straightedge placed 28 on the surface parallel to the centerline. The transverse slope of the completed surface of 29 the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse 30 slope shown in the Plans. 31 32 When deviations in excess of the above tolerances are found that result from a high place in 33 the HMA, the pavement surface shall be corrected by one of the following methods: 34 35 1. Removal of material from high places by grinding with an approved grinding machine, 36 or 37 2. Removal and replacement of the wearing course of HMA, or 38 3. By other method approved by the Engineer. 39 40 Correction of defects shall be carried out until there are no deviations anywhere greater than 41 the allowable tolerances. 42 43 Deviations in excess of the above tolerances that result from a low place in the HMA and 44 deviations resulting from a high place where corrective action, in the opinion of the 45 Engineer, will not produce satisfactory results will be accepted with a price adjustment. The 46 Engineer shall deduct from monies due or that may become due to the Contractor the sum 47 of $500.00 for each and every section of single traffic lane 100 feet in length in which any 48 excessive deviations described above are found. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-81 When utility appurtenances such as manhole covers and valve boxes are located in the 1 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to 2 paving. This requirement may be waived when requested by the Contractor, at the 3 discretion of the Engineer or when the adjustment details provided in the project plan or 4 specifications call for utility appurtenance adjustments after the completion of paving. 5 6 Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-7 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the 8 start of paving. 9 10 5-04.3(14)B Paving and Planing Under Traffic 11 12 5-04.3(14)B1 General 13 In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-14 10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor 15 must comply with the following: 16 17 1. Intersections: 18 a. Keep intersections open to traffic at all times. For paving, schedule such closure 19 to individual lanes or portions thereof that allows the traffic volumes and schedule of 20 traffic volumes required in the approved traffic control plan. Schedule work so that 21 adjacent intersections are not impacted at the same time and comply with the traffic 22 control restrictions required by the Traffic Engineer. Each individual intersection 23 partial closure, must be addressed in the traffic control plan, which must be 24 submitted to and accepted by the Engineer, see Section 1-10.2(2). 25 b. When planing or paving and related construction must occur in an intersection, 26 consider scheduling and sequencing such work into quarters of the intersection, or 27 half or more of an intersection with side street detours. Be prepared to sequence 28 the work to individual lanes or portions thereof. 29 c. Any work in an intersection requires advance warning in both signage and a 30 number of Working Days advance notice as determined by the Engineer, to alert 31 traffic and emergency services of the intersection closure or partial closure. 32 d. Allow new compacted HMA asphalt to cool to ambient temperature before any 33 traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval 34 has been obtained from the Engineer. 35 2. Temporary centerline marking, post-paving temporary marking, temporary stop 36 bars, and maintaining temporary pavement marking must comply with Section 8-37 23. 38 3. Permanent pavement marking must comply with Section 8-22. 39 40 41 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-82 5-04.3(14)B2 Submittals –HMA Paving Plan 1 The Contractor must submit a separate paving plan to the Engineer at least 5 Working Days 2 in advance of each operation’s activity start date. This plan must show how the moving 3 operation and traffic control are coordinated, as they will be discussed at the pre-paving 4 briefing. When requested by the Engineer, the Contractor must provide each operation’s 5 traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both 6 the area of operation and sufficient detail of traffic beyond the area of operation where 7 detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which 8 may be changed if the Engineer agrees sufficient detail is shown. 9 10 The paving operation include, but are not limited to, metal detection, removal of asphalt and 11 temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, 12 rolling, scheduling, and as may be discussed at the briefing. 13 14 When intersections will be partially or totally blocked, provide adequately sized and 15 noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in 16 advance. The traffic control plan must show where police officers will be stationed when 17 signalization is or may be, countermanded, and show areas where flaggers are proposed. 18 19 At a minimum, the paving plan must include: 20 21 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each 22 day’s traffic control as it relates to the specific requirements of that day’s paving. 23 Briefly describe the sequencing of traffic control consistent with the proposed paving 24 sequence, and scheduling of placement of temporary pavement markings and 25 channelizing devices after each day’s paving. 26 2. A copy of each intersection’s traffic control plan. 27 3. Haul routes from Supplier facilities, and locations of temporary parking and staging 28 areas, including return routes. Describe the complete round trip as it relates to the 29 sequencing of paving operations. 30 4. Names and locations of HMA Supplier facilities to be used. 31 5. List of all equipment to be used for paving. 32 6. List of personnel and associated job classification assigned to each piece of paving 33 equipment. 34 7. Description (geometric or narrative) of the scheduled sequence of paving, and 35 intended area of paving for each day’s work, must include the directions of proposed 36 paving, sequence of adjacent lane paving, sequence of skipped lane paving, 37 intersection planing and paving scheduling and sequencing, and proposed 38 notifications and coordinations to be timely made. The plan must show HMA joints 39 relative to the final pavement marking lane lines. 40 8. Names, job titles, and contact information for field, office, and plant supervisory 41 personnel. 42 9. A copy of the approved Mix Designs. 43 10. Tonnage of HMA to be placed each day. 44 11. Approximate times and days for starting and ending daily operations. 45 46 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing 47 At least 2 Working Days before the first paving operation and the first planing operation, or 48 as scheduled by the Engineer for future paving and planing operations to ensure the 49 Contractor has adequately prepared for notifying and coordinating as required in the 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-83 Contract, the Contractor must be prepared to discuss that day’s operations as they relate to 1 other entities and to public safety and convenience, including driveway and business 2 access, garbage truck operations, Metro transit operations and working around energized 3 overhead wires, school and nursing home and hospital and other accesses, other 4 Contractors who may be operating in the area, pedestrian and bicycle traffic, and 5 emergency services. The Contractor, and Subcontractors that may be part of that day’s 6 operations, must meet with the Engineer and discuss the proposed operation as it relates to 7 the submitted planing plan and paving plan, approved traffic control plan, and public 8 convenience and safety. Such discussion includes, but is not limited to: 9 10 1. General for Paving Plan: 11 a. The actual times of starting and ending daily operations. 12 b. In intersections, how to break up the intersection, and address traffic control 13 and signalization for that operation, including use of peace officers. 14 c. The sequencing and scheduling of paving operations, as applicable, as it 15 relates to traffic control, to public convenience and safety, and to other con-16 tractors who may operate in the Project Site. 17 d. Notifications required of Contractor activities, and coordinating with other 18 entities and the public as necessary. 19 e. Description of the sequencing of installation and types of temporary 20 pavement markings as it relates to planning and to paving. 21 f. Description of the sequencing of installation of, and the removal of, temporary 22 pavement patch material around exposed castings and as may be needed 23 g. Description of procedures and equipment to identify hidden metal in the 24 pavement, such as survey monumentation, monitoring wells, street car rail, 25 and castings, before planning, see Section 5-04.3(14)B2. 26 h. Description of how flaggers will be coordinated with the paving, and related 27 operations. 28 i. Description of sequencing of traffic controls for the process of rigid pavement 29 base repairs. 30 j. Other items the Engineer deems necessary to address. 31 2. Paving – additional topics: 32 a. When to start applying tack and coordinating with paving. 33 b. Types of equipment and numbers of each type equipment to be used. If 34 more pieces of equipment than personnel are proposed, describe the 35 sequencing of the personnel operating the types of equipment. Discuss the 36 continuance of operator personnel for each type equipment as it relates to 37 meeting Specification requirements. 38 c. Number of JMFs to be placed, and if more than one JMF how the Contractor 39 will ensure different JMFs are distinguished, how pavers and MTVs are 40 distinguished if more than one JMF is being placed at the time, and how 41 pavers and MTVs are cleaned so that one JMF does not adversely influence 42 the other JMF. 43 d. Description of contingency plans for that day’s operations such as equipment 44 breakdown, rain out, and Supplier shutdown of operations. 45 e. Number of sublots to be placed, sequencing of density testing, and other 46 sampling and testing. 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-84 5-04.3(15) Sealing Pavement Surfaces 1 Apply a fog seal to any areas where HMA pavement has been ground to correct the surface 2 elevation/finish. Construct the fog seal in accordance with Section 5-02.3. Unless 3 otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 4 5 5-04.3(16) HMA Road Approaches 6 HMA approaches shall be constructed at the locations shown in the Plans or where staked 7 by the Engineer. The Work shall be performed in accordance with Section 5-04. 8 9 Measurement 10 (******) 11 12 Revise this section to read: 13 14 The Bid Item “3" HMA, CL. 3/8", PG 64S-28 FOR PAVEMENT REPAIR” shall be full 15 compensation for all costs, including materials, equipment, and labor, incurred to carry out 16 the requirements of Section 5-04 and its Special Provisions except for those costs included 17 in other items which are included in this Subsection and which are included in the Proposal. 18 This includes, but is not limited to, all costs necessary to prepare existing paved surfaces, 19 apply anti-stripping additive, apply soil residual herbicide, and provide dust control. 20 21 The unit Contract price will be measured by the ton in accordance with Section 1-09.2, with 22 no deduction being made for the weight of asphalt binder, mineral filler, or any other 23 component of the mixture. If the Contractor elects to remove and replace mix as allowed by 24 Section 5-04.3(11), the material removed will not be measured. 25 26 27 Soil residual herbicide will be not be measured, it will be considered incidental to other 28 payment items and separate payment will not be made. 29 30 There will be no separate measurement for dust control (dewatering) and watering (e.g. 31 compaction) operations by the Contractor. 32 33 If there is no proposal item for “Sawcutting Asphalt Pavement” then all costs, including labor 34 and equipment, associated with cutting asphalt pavement or cement concrete shall be 35 considered as incidental work to the various bid items and no separate payment will be 36 made. 37 38 Payment 39 Payment will be made for each of the following Bid items that are included in the Proposal: 40 41 The unit contract price per ton for “3" HMA, CL. 3/8", PG 64S-28 FOR PAVEMENT 42 REPAIR”, shall be full compensation for all costs, including materials, equipment, and labor, 43 incurred to carry out the requirements of Section 5-04 and its Special Provisions except for 44 those costs included in other items which are included in this Subsection and which are 45 included in the Proposal. This includes, but is not limited to, all costs necessary to prepare 46 existing paved surfaces, apply anti-stripping additive, apply soil residual herbicide, and 47 provide dust control. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-85 If the Proposal does not include a Bid item for “Preparation of Untreated Roadway”, the 1 Roadway shall be prepared with herbicide as specified, but the Work shall be included in the 2 Contract prices of the other items of Work. 3 4 END DIVISION 5 5 6 7 8 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-86 1 2 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-87 DIVISION 7 1 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY 2 SEWERS, WATER MAINS, AND CONDUITS 3 4 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 5 6 General 7 (******) 8 9 Supplement this section with the following 10 11 All construction work shall be inspected by the City Inspector prior to backfilling. At least 12 48 hours of notice shall be given to the City prior to backfilling. 13 14 The Contractor shall notify the Utility Notification Center (One Call Center) at least 48 hours 15 prior to start of excavation so that underground utilities may be marked. Telephone number 16 is 1-800-424-5555. An onsite meeting with Cascade Natural Gas will be performed to 17 review the existing gas line location prior to excavation in accordance with these Special 18 Provisions. 19 20 7-08.3(1)A Trenches 21 (June 26, 2020 COP GSP) 22 23 Supplement this section with the following: 24 25 Existing pavement shall be neatly saw-cut on both sides of the trench using parallel cuts 26 consistent with the dimensions presented on the Trench Surfacing Repair standard detail. 27 Sawcutting shall be performed prior to surface repair. 28 29 7-08.3(1)C Bedding the Pipe 30 (June 26, 2020 COP GSP) 31 32 Supplement this section with the following: 33 34 Gravel Backfill for Pipe Zone (including Bedding): Pipe zone material shall be Crushed 35 Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall be placed 36 and compacted in layers as designated by the City. With prior approval by the City, 37 suitable native material may be an acceptable alternate for pipe zone bedding above the 38 bottom of the pipe. 39 40 Trench Backfill: All longitudinal pipeline trenches (parallel to curb) may be backfilled full 41 depth above the pipe zone with native material (free of organic material, wood, rocks, or 42 pavement chunks larger than 6-inches in maximum dimension), unless otherwise directed 43 by the City. Street crossings, transverse trenches, and other locations as directed by the 44 City may be required to be backfilled full depth with imported select backfill. Imported 45 select backfill shall be crushed surfacing top course or crushed surfacing base course 46 meeting the requirements of section 9-03.9(3), placed and compacted in layers. 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-88 7-08.3(2)B Pipe Laying – General 1 (June 26, 2020 COP GSP) 2 3 Supplement this section with the following: 4 5 Potable domestic water mains shall maintain a 10-foot horizontal and 18-inch vertical 6 separation above non-potable pipelines (sewer, irrigation, and storm) consistent with the 7 Department of Health Water System Design Manual. 8 9 When parallel to existing utilities, new domestic water mains shall be installed a minimum of 10 10 feet horizontally (outside pipe wall to outside pipe wall, typical) and 18 inches vertically 11 above other non-potable pipelines. Where this is not possible at the discretion of the City, 12 a water main may be installed a minimum of five feet horizontally and 18 inches vertically 13 above other non-potable pipelines, as long as the water main is placed in a separate trench 14 and on a bench of undisturbed earth. 15 16 When crossing existing utilities, new domestic water mains shall be installed a minimum of 17 18 inches vertically above non-potable pipelines. Where this is not possible, or the water 18 main passes under a non-potable pipeline, the water main shall be installed in a pressure 19 rated pipe casing extending 10 feet each side of the crossing. In addition, where the water 20 main passes under an existing non-potable pipeline, support shall be provided for the non-21 potable pipeline by backfilling the non-potable pipeline trench with controlled density 22 backfill or other approved methods. A minimum of 6 inches of separation between the 23 crossing pipelines must be maintained in all cases. 24 25 When parallel to existing potable water mains, new non-potable pipelines shall be installed a 26 minimum of 10 feet horizontally and 18 inches vertically below existing water mains. 27 Where this is not possible at the discretion of the Engineer, a non-potable pipeline may be 28 installed a minimum of five feet horizontally from an existing water main, as long as the 29 non-potable pipeline is installed a minimum of 18 inches vertically below the water main 30 and the non-potable pipeline is placed in a separate trench. If the vertical separation 31 cannot be met, then the non-potable pipeline shall be constructed of or encased in 32 materials equal to water main standards with a minimum pressure rating of 165psi (C900 33 PVC DR 25, ductile iron, etc.). 34 35 When crossing existing potable water mains, new non-potable pipelines shall be installed a 36 minimum of 18 inches vertically below existing water mains. Due to difficulties in 37 compacting under existing utilities, controlled density backfill or other City approved 38 materials shall be placed as backfill at the crossing locations, to a depth of the water main 39 spring line. Where the minimum clearance is not possible, or the non-potable pipeline 40 passes above a water main, a full length of non-potable pipeline shall be centered at the 41 crossing. In addition, the non-potable pipeline shall either be installed in a pressure rated 42 pipe casing extending 10 feet each side of the crossing, or be constructed of one standard 43 length of pipe material equal to waterline standards with a minimum pressure rating of 44 165psi (C900 PVC DR 25, ductile iron, etc.). A minimum of 6 inches of separation between 45 the crossing pipelines must be maintained in all cases. 46 47 Magnetic detectable marking tape shall be installed above the pipe. The tape shall be 48 placed approximately two feet above the top of the pipe and shall extend its full length. 49 The horizontal location of the tape shall vary no more than one foot from the centerline 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-89 alignment of the pipe. Detectable marking tape shall meet the requirements of Section 9-1 15.18 of the Standard Specifications. Tape width shall be a minimum of 3 inches wide, or 2 wider as recommended by the manufacturer for the installation depth. 3 4 Revise the third paragraph of this section to read: 5 6 Pipe shall be laid to a true line and grade at the invert of the pipe and the Contractor shall 7 exercise care in matching pipe joints for concentricity and compatibility. In no case shall 8 two pipes be joined together with ends having the maximum manufacturer’s tolerance. The 9 invert line may vary from the true line and grade within the limits stated to develop 10 uniformity, concentricity, and uniform compression of jointing material provided such 11 variance does not result in a reverse sloping invert. The limit of variance at the invert 12 elevation of the pipe shall be plus or minus ¾-inch for a completed, backfilled pipe. 13 Checking of the invert elevation of the pipe shall be done by remote operated CCTV 14 camera utilizing a ¾-inch measuring device (lead ball). 15 16 7-08.3(3) Backfilling 17 (June 26, 2020 COP GSP) 18 19 Revise the second paragraph of this section to read: 20 21 Gravel Backfill for Pipe Zone (including Bedding): Pipe zone material shall be Crushed 22 Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall be placed 23 and compacted in layers as designated by the City. With prior approval by the City, 24 suitable native material may be an acceptable alternate for pipe zone bedding above the 25 bottom of the pipe. 26 27 Trench Backfill: All longitudinal pipeline trenches (parallel to curb) may be backfilled full 28 depth above the pipe zone with native material if approved by the City (free of organic 29 material, wood, rocks, or pavement chunks larger than 6-inches in maximum dimension). 30 Street crossings, transverse trenches, and other locations as directed by the City may be 31 required to be backfilled full depth with imported select backfill. Imported select backfill 32 shall be crushed surfacing top course or crushed surfacing base course meeting the 33 requirements of section 9-03.9(3), placed and compacted in layers. 34 35 Supplement this section with the following: 36 37 The City may require the use of Controlled Density Fill (CDF) for trench backfill in certain 38 circumstances. The requirements for CDF are set forth in CHAPTER 8, Section 8-30 of 39 these Special Provisions. 40 41 Backfill above pipe zone shall be placed in horizontal lifts not exceeding 6 inches in depth. 42 43 The Contractor shall be responsible for scheduling all testing required. 44 45 46 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-90 Measurement 1 (******) 2 3 Supplement this section with the following: 4 5 The Bid item “UTILITY CROSSING” shall be measured by each (EA) location where 6 placement of new domestic water pipe may require unforeseen field routing to maintain 7 specified minimum clearance with existing utilities. For the purposes of defining how many 8 utility crossings where multiple utilities are encountered in close proximity, all utilities within a 9 single three foot long crossing will be considered bundled and counted as a single crossing. 10 11 Payment 12 (******) 13 14 Supplement this section with the following: 15 16 The unit Contract price per each (EA) for “UTILITY CROSSING” shall be full compensation 17 for all costs, including materials, equipment, and labor, incurred to carry out the 18 requirements of Section 7-08 and its Special Provisions except for those costs included in 19 other items which are included in this Subsection and which are included in the Proposal. 20 21 7-09 WATER MAINS 22 23 Construction 24 25 7-09.3(5) Grade and Alignment 26 (June 26, 2020 COP GSP) 27 28 Replace the first sentence of the third paragraph with the following: 29 30 The depth of trenching for water mains shall be such to provide a minimum cover of 42 31 inches and a maximum cover of 72 inches, unless otherwise approved by the City. 32 33 7-09.3(7) Trench Excavation 34 (June 26, 2020 COP GSP) 35 36 Supplement this section with the following: 37 38 The Contractor shall neatly sawcut all areas of existing pavement within the trench 39 excavation area, then remove and haul all waste materials from the project and dispose of 40 at an approved site provided by the Contractor. Should any undermining occur on adjacent 41 pavement, the Contractor shall neatly cut the pavement six (6) inches beyond the 42 undermined area. 43 44 All trench excavations shall have adequate safety systems for the trench excavation that 45 meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 46 RCW. The Contractor shall be responsible for providing the necessary back sloping, 47 cribbing, trench boxes, etc., as required to meet the specified safety requirements for the 48 trench. When City crews will be making the main line taps or other work in the trench, the 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-91 Contractor shall provide all trench safety measures, prior to City personnel entering the 1 trench. 2 3 7-09.3(9) Bedding the Pipe 4 (******) 5 6 Supplement this section with the following: 7 8 All construction work shall be inspected by the City before pipe installation and backfilling. 9 10 7-09.3(11) Compaction of Backfill 11 (June 26, 2020 COP GSP) 12 13 Delete the first paragraph and supplement this section with the following: 14 15 Mechanical compaction shall be required for all trenches. The Contractor shall be 16 responsible for scheduling and paying for all testing required. 17 18 The density of the compacted material shall be at least 95% of the maximum density as 19 determined by ASTM D 698 Tests (Standard Proctor). Density tests shall be taken at 20 various depths in the trench. All costs associated with testing shall be the responsibility of 21 the Contractor. Placement of courses of aggregate shall not proceed until density 22 requirements have been met. 23 24 The first 500 feet of trench backfill operations shall be considered a test section for the 25 Contractor to demonstrate their backfilling and compaction techniques. The Contractor 26 shall notify the City at least 3 working days prior to beginning trench excavation and backfill 27 operations. The Contractor shall arrange for in-place density tests to be taken on the 28 completed test section in accordance with the above requirements. No further trenching 29 will be allowed until the specified density is achieved in the test section. Passing in-place 30 density tests in the test section will not relieve the Contractor from achieving the specified 31 densities throughout the project. 32 33 7-09.3(15)A Ductile Iron Pipe 34 (******) 35 36 Revise the first paragraph of this section to read: 37 38 Long radius curves, either horizontal or vertical, may be accomplished using standard pipe 39 lengths by deflecting the joints. If the pipe is shown curved on the Plans and no special 40 fittings are shown, the Contractor can assume that the curves can be made by deflecting the 41 joints with standard lengths of pipe. If shorter lengths are required, the Contractor shall 42 submit a proposed maximum length to the City for review. The amount of deflection at each 43 pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one-half (1/2) of 44 the manufacturer’s printed recommended deflections. If the deflection required to maintain 45 the line shown on the approved construction drawings exceeds 1/2 of the manufacturer’s 46 printed recommended deflection then the Contractor shall utilize fittings to maintain the 47 approved line. Additional labor and materials will be at the developer’s expense. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-92 7-09.3(19)A Connections to Existing Mains 1 (June 26, 2020 COP GSP) 2 3 Delete the third paragraph of Section 7-09.3(19)A in its entirety. Supplement this section with 4 the following: 5 6 Requests for water line shut downs and water taps shall utilize the City’s Procedure for 7 Scheduling Water Crews, Performing Taps, and Placing New Water Lines in Service. New 8 water mains shall be tested, flushed, and disinfected per Section 7-09.3(23) and 7- 09.3(24) 9 with passing results, prior to making connection to existing main and being placed into 10 operation. 11 12 No existing line valves shall be closed without permission by the City. In no case shall any 13 existing water main valve be closed for a period of greater than eight (8) hours. 14 15 The anticipated schedule for the connections shall be discussed and scheduled at the 16 preconstruction conference, and indicated on the weekly schedule. The City reserves the 17 right to adjust the schedule of the connections, as required, subject to a minimum of 1 18 working day notice of schedule change to the Contractor. No connections will be scheduled 19 for the first working day after a weekend or holiday. 20 21 7-09.3(20) Detectable Marking Tape 22 (June 26, 2020 COP GSP) 23 24 Delete this section and replace it with the following: 25 26 7-09.3(20) Detectable Marking Tape and Tracer Wire 27 28 Detectable marking tape and tracer wire shall be installed over all water lines, including 29 service lines. The tape shall be placed approximately 2-feet above the top of the line and 30 shall extend its full length. The tracer wire shall be fastened to the top of the pipe with duct 31 tape at 6-foot intervals and shall be routed up into valve boxes with adequate length for 32 connection to location equipment. 33 34 7-09.3(21) Concrete Thrust Blocking 35 (******) 36 Supplement this section with the following: 37 38 Thrust blocks shall be formed and placed in conformance with the Contract Documents for 39 the appropriate pipe size and fitting type. 40 41 7-09.3(22) Blow-off Assemblies 42 (June 26, 2020 COP GSP) 43 44 Supplement this section with the following: 45 46 Even if not shown in the Plans, all permanent dead-end lines must end with a blow-off, 47 unless there is a hydrant connection within the last 30 feet of the water main. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-93 7-09.3(23) Hydrostatic Pressure Test 1 (******) 2 3 Delete this section and replace it with the following: 4 5 Water main appurtenances and service connections to the meter setter shall be tested in 6 sections of convenient length under a hydrostatic pressure equal to 150-psig. Pumps, 7 gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, and measuring 8 equipment necessary for performing the test shall be furnished and operated by the 9 Contractor. 10 11 Sections to be tested shall normally be limited to 1,500 feet. The City may require that the 12 first section of pipe, not less than 1,000 feet in length, installed by each of the Contractor’s 13 crews, be tested in order to qualify the crew and the materials. Pipe laying shall not be 14 continued more than an additional 1,000 feet until the first section has been tested 15 successfully. 16 17 The pipeline shall be backfilled sufficiently to prevent movement of the pipe under pressure. 18 Mechanical restraints and/or thrust blocks shall be in place and time allowed for the 19 concrete to cure before testing. Where permanent blocking is not required, the Contractor 20 shall furnish and install temporary blocking and remove it after testing. 21 22 The mains shall be filled with water and allowed to stand under pressure a sufficient length 23 of time to allow the escape of air and allow the lining of the pipe to absorb water. The City 24 will furnish the water necessary to fill the pipelines for testing purposes at a time of day 25 when sufficient quantities of water are available for normal system operation. 26 27 The test shall be accomplished by pumping the main up to the required pressure and 28 stopping the pump and holding pressure for one (1) hour. During the test, the section being 29 tested shall be observed to detect any visible leakage. 30 31 There shall not be a loss in pressure during the one-hour test period. 32 33 Pressure gauges used in the test shall be in good working condition and have a zero- 34 pressure reading prior to use. Erroneous or damaged gauges may be rejected at the 35 discretion of the City, and shall be replaced with new gauges at the Contractor ’s expense. 36 The Contractor shall submit a current calibration certificate for any pressure gage to be 37 used. 38 39 Any visible leakage detected shall be corrected by the Contractor. Should the tested section 40 fail to meet the pressure test successfully as specified, the Contractor shall, at no additional 41 expense to the City, locate and repair the defects and then retest the pipeline. 42 43 Tests shall be made with the hydrant auxiliary gate valves open and pressure against the 44 hydrant valve. Each valve shall be tested by closing each in turn and relieving the pressure 45 beyond. This test of the valve will be acceptable if there is no immediate loss of pressure on 46 the gauge when the pressure comes against the valve being checked. The Contractor shall 47 verify that the pressure differential across the valve does not exceed the rated working 48 pressure of the valve. 49 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-94 Prior to calling out the City Inspector to witness the pressure test, the Contractor shall have 1 all equipment set up completely ready for operation and shall have successfully performed 2 the test to ensure that the pipe is in satisfactory condition. 3 4 Defective materials or workmanship, discovered as a result of hydrostatic field test, shall be 5 replaced by the Contractor at no expense to the City. Whenever it is necessary to replace 6 defective material or correct the workmanship, the hydrostatic test shall be re-run at the 7 Contractor ’s expense until a satisfactory test is obtained. 8 9 7-09.3(24) Disinfection of Water Mains 10 (June 26, 2020 COP GSP) 11 12 Supplement this section with the following: 13 14 AWWA Standard C651 shall be used as a guideline for disinfecting water mains. 15 16 7-09.3(24)J Preventing Reverse Flow 17 (June 26, 2020 COP GSP) 18 19 Supplement this section with the following: 20 21 All water lines shall be pressure tested and sanitized with a satisfactory report received from 22 the Washington State Department of Health prior to the backflow assembly installation. 23 Backflow preventers shall NOT be pressure tested against. 24 25 7-09.3(24)K Retention Period 26 (June 26, 2020 COP GSP) 27 28 Revise this section to read: 29 30 Treated water shall be retained in the pipe at least 24 hours but not more than 28 hours. 31 After the 24-hour period, the chlorine residual at pipe extremities and at other representative 32 points shall be at least 25 mg/l. 33 34 Measurement 35 (******) 36 37 Section 7-09.4 is supplemented with the following: 38 39 There will be no separate measurement for dust control (dewatering) and watering (e.g. 40 compaction) operations by the Contractor. 41 42 The Bid item “SHORING OR EXTRA EXCAVATION” shall be measured by the linear foot 43 (LF). 44 45 The Bid item “DIG AND VERIFY” shall be measured by each (EA) location of utility 46 connection points and crossings verified by the Contractor prior to commencement of the 47 work as indicated on the Drawings. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-95 The Bid item “WATER MAIN INSTALLATION AND COMISSIONING - 8” DI” shall be 1 measured by the linear foot (LF). It shall be full compensation for all costs, including 2 materials, equipment, and labor, incurred to carry out installation and commissioning of the 3 water line except for those costs included in other items which are defined in these Special 4 Provisions and included in the Proposal. This includes, but is not limited to, all costs 5 necessary to perform road and trench excavation, asphalt sawcutting, pipe bedding, trench 6 backfill, 7 8 The Bid item “CONNECT TO EXISTING WATER MAIN” shall be measured by each (EA) 9 tapping sleeve location. 10 11 The Bid item “SERVICE CONNECTIONS, COPPER PIPE, 1 IN. DIAM (WITH WATER 12 METER BOXES)” shall be measured by each (EA) service connection with new water meter 13 boxes as shown in the Plans. Also included are the associated components shown in the 14 details such as the angle meter stop, corporation stop, and meter setter. 15 16 The Bid item “SERVICE CONNECTIONS, COPPER PIPE, 1 IN. DIAM (WITHOUT WATER 17 METER BOXES)” shall be measured by each (EA) service connection to existing water 18 meter boxes as shown in the Plans. Also included are the associated components shown in 19 the details such as the angle meter stop, corporation stop, and meter setter. 20 21 22 23 The Bid item “WATER MAIN INSTALLATION AND COMISSIONING - 8” DI” shall be 24 measured by the linear foot (LF). It shall be full compensation for all costs, including 25 materials, equipment, and labor, incurred to carry out installation and commissioning of the 26 water line except for those costs included in other items which are defined in these Special 27 Provisions and included in the Proposal. This includes, but is not limited to, all costs 28 necessary to perform road and trench excavation, asphalt sawcutting, pipe bedding, and 29 trench backfill. 30 31 32 Payment 33 (******) 34 35 Section 7-09.5 is supplemented with the following: 36 37 Payment will be made for each of the following Bid items that are included in the Proposal: 38 39 “DIG AND VERIFY”, each (EA). 40 41 “WATER MAIN INSTALLATION AND COMISSIONING”, per linear foot (LF). 42 “CONNECT TO EXISTING WATER MAIN”, each (EA). 43 “SERVICE CONNECTIONS, COPPER PIPE, 1 IN. DIAM (WITH REPLACEMENT WATER 44 METER BOXES)”, each (EA). 45 “SERVICE CONNECTIONS, COPPER PIPE, 1 IN. DIAM (WITHOUT REPLACEMENT 46 WATER METER BOXES)”, each (EA). 47 48 All costs for dust control (dewatering) and watering (e.g. compaction) operations shall be 49 incidental to other Bid items. 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-96 1 The unit Contract price per each (EA) for “DIG AND VERIFY” shall be full compensation for 2 all costs, including materials, equipment, and labor, incurred to carry out the requirements of 3 Section 7-09 and its Special Provisions except for those costs included in other items which 4 are included in this Subsection and which are included in the Proposal. 5 6 The unit Contract price per linear foot (LF) for “WATER MAIN INSTALLATION AND 7 COMISSIONING” shall be full compensation for all materials, equipment, and labor to carry 8 out the requirements of Section 7-09 and its Special Provisions except for those costs 9 included in other items which are included in this Subsection and which are included in the 10 Proposal. This includes, but is not limited to, all costs necessary to furnish and install water 11 main pipe and fittings as shown on the Plans, including, but not limited to excavation, 12 missling underneath existing landscape features indicated in the plans as not being 13 disturbed, stockpiling, placing, and compacting native fill that has been approved by the City 14 for use as backfill, laying and jointing the pipe and fittings, ductile iron pipe and fittings, 15 locating wire, detectable marking tape, concrete thrust blocking, disinfecting the pipeline, 16 flushing, dechlorination of water used for flushing, and cleanup. 17 18 The unit Contract price per each (EA) for “CONNECT TO EXISTING WATER MAIN” shall be 19 full compensation for all costs, including materials, equipment, and labor incurred to furnish, 20 install, and commission the tapping sleeve(s) with the requirements of Section 7-09 and its 21 Special Provisions except for those costs included in other items which are included in this 22 Subsection and which are included in the Proposal. 23 24 The unit Contract price per each (EA) for “SERVICE CONNECTIONS, COPPER PIPE, 1 IN. 25 DIAM (WITH WATER METER BOXES)” shall be full compensation for all costs, including 26 materials, equipment, and labor incurred to furnish, install, and commission the service 27 connection and a new water meter box with the requirements of Section 7-09 and its Special 28 Provisions except for those costs included in other items which are included in this 29 Subsection and which are included in the Proposal. Also included are the associated 30 components shown in the details such as the angle meter stop, corporation stop, and meter 31 setter. This includes, but is not limited to, all costs necessary to perform road and trench 32 excavation, asphalt sawcutting, pipe bedding, and trench backfill. 33 34 The unit Contract price per each (EA) for “SERVICE CONNECTIONS, COPPER PIPE, 1 IN. 35 DIAM (WITHOUT WATER METER BOXES)” shall be full compensation for all costs, 36 including materials, equipment, and labor incurred to furnish, install, and commission the 37 service connection to an existing water meter box with the requirements of Section 7-09 and 38 its Special Provisions except for those costs included in other items which are included in 39 this Subsection and which are included in the Proposal. Also included are the associated 40 components shown in the details such as the angle meter stop, corporation stop, and meter 41 setter. This includes, but is not limited to, all costs necessary to perform road and trench 42 excavation, asphalt sawcutting, pipe bedding, and trench backfill. 43 44 7-12 VALVES FOR WATER MAINS 45 46 Construction Requirements 47 (June 26, 2020 COP GSP) 48 49 Supplement this section with the following: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-97 1 Tapping Sleeve and Valve Assemblies: City of Pasco Public Works will perform all taps for 2 tapping sleeve and valve assemblies up to 12-inch diameter, sleeve and valve to be 3 installed by the Contractor. For taps greater than 12-inch diameter, the Contractor or 4 Subcontractor completing the work shall have at least five (5) years’ experience with a 5 minimum of ten (10) water main taps of pipes with diameters equal to or larger than that 6 specified. Contractor shall notify City at least 72 hours prior to proposed taps and provide 7 work experience references if requested. Work to complete the tap shall not commence 8 without City’s written approval. If the Contractor or Subcontractor does not have sufficient 9 experience in the sole opinion of the City, a qualified Subcontractor as approved by the City, 10 shall be used to complete the tap at no cost to the City. 11 12 Valves: Upon completion of all work, the Developer/Contractor shall contact the City of 13 Pasco Public Works for opening water valves. Valves shall only be operated by City Public 14 Works staff. 15 16 Valves shall not be installed in Sidewalks, Pedestrian Curb Ramps, Driveway Approaches or 17 any other exposed concrete surface. 18 19 Valve Boxes: Valve boxes should be set to position during backfilling operations so they will 20 be in a vertically centered alignment to the valve operating stem. The top of the box will be 21 at final grade. 22 23 The Contractor shall adjust all water valve boxes to the final grade of the surrounding area 24 including new concrete sidewalk, asphalt paving, gravel surfacing, or topsoil surfacing, in 25 accordance with the details shown on the Drawings. 26 27 The Contractor shall keep the valve boxes free from debris caused by the construction 28 activities. All valve boxes will be inspected during final walk-thru to verify that the valve box 29 is plumb and that the valve wrench can be placed on the operating nut. Misaligned valve 30 boxes shall be excavated, plumbed, and backfilled at the Contractor's expense. 31 32 Measurement 33 (******) 34 35 Supplement this section with the following: 36 37 The Bid item “DUCTILE IRON GATE VALVE, 8-IN.” shall be measured by each (EA), unless 38 otherwise specified as part of an assembly. 39 40 Payment 41 (******) 42 43 Payment will be made for each of the following Bid items that are included in the Proposal: 44 45 “DUCTILE IRON GATE VALVE, 8-IN.”, each (EA). 46 47 The unit Contract price per each (EA) for “DUCTILE IRON GATE VALVE, 8-IN.” shall be full 48 compensation for all costs, including materials, equipment, and labor incurred to furnish, 49 install, and commission the valve with the requirements of Section 7-09 and its Special 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-98 Provisions except for those costs included in other items which are included in this 1 Subsection and which are included in the Proposal. 2 3 7-14 HYDRANTS 4 5 7-14.2 Materials 6 (June 26, 2020 COP GSP) 7 8 Supplement this section with the following: 9 10 All hydrants shall be dry-barrel, compression type, with a Main Valve Opening (MVO) of 5-1/4” 11 and suitable for working pressures up to 150 psi meeting the requirements of C502. Hydrants 12 shall have a 1-1/2” pentagon operating nut, operating left. All hydrants shall include a 5”x4-1/2” 13 NH connector and cap, Storz HPHA50-45NH and HBC-50. Threads on all ports shall be 14 National Standard Thread. 15 16 Approved manufacturers include Mueller (Centurion), Clow (Medallion), and Waterous (Pacer 17 WB-67). 18 19 7-14.3(1) Setting Hydrants 20 (June 26, 2020 COP GSP) 21 22 Delete the first and second paragraphs and replace with the following: 23 24 The hydrant shoe shall be set to the correct elevation on a concrete block base, which has 25 been placed on undisturbed earth. Around the base of the hydrant and weep hole, the 26 Contractor shall place washed drain rock, to allow free drainage of the hydrant. The drain 27 rock shall be completely surrounded with construction geotextile filter fabric. 28 29 The Contractor shall set all hydrants plumb and nozzles parallel with, or at right angles to, 30 the curb, with the pumper nozzle facing the curb. Hydrants shall be set so that the flange is 31 2”-8” above the back of curb, sidewalk, or finished grade to clear nuts and bolts. Hydrants 32 shall be ordered with the bury depth required to meet the flange elevation requirements. 33 The Contractor shall be responsible for verifying the hydrant flange elevations and no 34 extensions will be allowed. 35 36 Fire hydrants shall be painted with two coats of high visibility yellow paint. 37 38 Fire hydrants shall be located 1-foot behind the back of sidewalk to the face of hydrant 39 where the sidewalk is adjacent to the curb and 7-feet behind the back of curb where the 40 sidewalk is not adjacent to the curb. Hydrants adjacent to roadside swales shall be located 41 1-foot behind the swale on the property line side. 42 43 No bends are allowed in fire hydrant runs. If a bend cannot be avoided, the elbow fittings 44 shall be mechanically restrained with EBAA Megalugs or approved equal. 45 46 Hydrants installed outside of paved areas where there will not be maintained landscaping 47 shall install a 4’ x 4’ concrete pad around the hydrant. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-99 7-14.3(2) Hydrant Connections 1 (June 26, 2020 COP GSP) 2 3 Replace this section with the following: 4 5 Hydrant runs of less than 50 feet shall be connected to the main with 6-inch minimum 6 diameter water main. Each hydrant lateral shall include an auxiliary gate valve and valve 7 box. 8 9 7-14.3(2)A Hydrant Restraints 10 (June 26, 2020 COP GSP) 11 12 Replace this section with the following: 13 14 All hydrants shall be securely connected to the water main as shown on drawings and each 15 joint shall be mechanically restrained. 16 17 7-14.3(2)C Hydrant Guard Posts 18 (June 26, 2020 COP GSP) 19 20 Replace this section with the following: 21 22 Four (4) 6-inch diameter Sch. 40 steel guard posts shall be installed at a hydrant location. 23 Hydrant guard posts shall be painted the same color as the hydrants. 24 25 Measurements 26 (******) 27 28 Supplement this section with the following: 29 30 31 The Bid item “HYDRANT ASSEMBLY WITH VALVE & STORZ ADAPTER” shall be 32 measured by each (EA). The assembly includes, but is not limited to, the following 33 components as specified in the Plans (see Detail W-10): Ductile Iron Pipe, 8-in., Ductile Iron 34 Gate Valve, 8-in., Mechanical Restraints, Valve Box, Valve Box Extension, Galvanized 35 Elbow, Galvanized Pipe, 2”, Ductile Iron Pipe, 8”, Tracer Wire, Pipe Bedding, Concrete Base 36 Block, Filter Fabric, Thrust Block(s), and guard posts. 37 38 Payment 39 (******) 40 41 Supplement this section with the following: 42 43 Payment will be made for each of the following Bid items that are included in the Proposal: 44 45 “HYDRANT ASSEMBLY WITH VALVE & STORZ ADAPTER”, each (EA). 46 47 The unit Contract price per each (EA) for “HYDRANT ASSEMBLY WITH VALVE & STORZ 48 ADAPTER” shall be full compensation for all costs, including materials, equipment, and 49 labor incurred to furnish, install, and commission the assembly with the requirements of 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-100 Section 7-09 and its Special Provisions except for those costs included in other items which 1 are included in this Subsection and which are included in the Proposal. 2 3 7-15 SERVICE CONNECTIONS 4 5 Description 6 (June 26, 2020 COP GSP) 7 8 Replace this section with the following: 9 10 All new water service lines shall be a minimum of 1-inch, for 3/4- and 1-inch meters, and 11 shall conform to the Contract. The Contractor shall furnish and install all water service 12 components (except hot tap and water meter) from the water main to the property line 13 including service saddle, corporation stop, service pipe, meter stop, meter check valve, 14 customer piping, and meter box, all at the Contractor ’s expense. Only one meter shall be 15 served from each main tap. All service hot taps shall be performed by the City of Pasco 16 Public Works Crews. 17 18 Construction Requirements 19 (June 26, 2020 COP GSP) 20 21 Supplement this section with the following: 22 23 The Contractor shall set the water meter box to the finished grade of the area, typically flush 24 with the top back of sidewalk. The Contractor will be required to reset the meter box if it is 25 not at finished grade at the completion of the project. The completed water service shall be 26 tested at system operating pressure by the Contractor and must show no signs of leakage. 27 28 The location of water services at the property line or easement line shall be marked per the 29 Standard Detail. Fiberglass markers may be proposed for approval consideration by the 30 City Engineer. 31 32 The fresh concrete curb above all water service lines shall be stamped on the curb face with 33 a 2" high "W". 34 35 Service saddle shall not be placed within one (1) foot of pipe joint, couplings, or other 36 clamps without approval from the City. 37 38 No joints are allowed between the corporation stop and the angle meter stop. 39 40 41 END DIVISION 7 42 43 44 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-101 DIVISION 8 1 MISCELLANEOUS CONSTRUCTION 2 3 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 4 5 Construction Requirements 6 (******) 7 8 Supplement this section with the following: 9 10 The Contractor shall take all necessary precautions and utilize the Department of Ecology’s 11 (DOE) Best Management Practices to prevent sediment and fugitive dust from construction 12 activities from entering into storm water systems, natural waterways, or environmentally 13 sensitive areas and from otherwise being carried away from the construction area by storm 14 water or air. 15 16 Temporary erosion protection shall be furnished, installed, and maintained for the duration of 17 this Project to protect environmentally sensitive areas, sloped surfaces, adjacent areas 18 and/or water bodies or conveyance systems. Temporary erosion protection may include the 19 use of straw, jute matting, wattles, heavy plastic sheeting, or other forms of ground cover on 20 areas disturbed by construction and catch basin inserts for catch basins down-slope from 21 the construction. Sloped surfaces shall be restored and protected in such a manner that 22 surface runoff does not erode the embankments, slopes, or ground surfaces, nor create 23 surface channels, or ruts. 24 25 Measurement 26 (******) 27 28 Supplemented this section with the following: 29 30 The Bid item “EROSION/WATER POLLUTION CONTROL” shall be measured as lump sum 31 (LS). 32 33 Payment 34 (******) 35 36 Supplement this section with the following: 37 38 Payment will be made for each of the following Bid items that are included in the Proposal: 39 40 “EROSION/WATER POLLUTION CONTROL”, lump sum (LS). 41 42 The lump sum (LS) unit Contract price for “EROSION/WATER POLLUTION CONTROL” 43 shall be full compensation for all costs, including materials, equipment, and labor, incurred to 44 carry out the requirements of Section 8-01 and its Special Provisions except for those costs 45 included in other items which are included in this Subsection and which are included in the 46 Proposal. 47 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-102 8-02 ROADSIDE RESTORATION 1 2 Measurement 3 (******) 4 5 Supplement this section with the following: 6 7 The Bid item “LANDSCAPE RESTORATION” shall be measured as lump sum (LS) and include 8 the following work: 9 10 • All public and privately owned landscape temporarily removed to facilitate construction 11 shall be restored to its original condition in in conformance with Section 2-11 and 12 Section 8-02, and to the satisfaction of the resident and the City. 13 14 Payment 15 (******) 16 17 Supplement this section with the following: 18 19 Payment will be made for each of the following Bid items that are included in the Proposal: 20 21 “LANDSCAPE RESTORATION”, lump sum (LS). 22 23 The lump sum (LS) unit Contract price for “LANDSCAPE RESTORATION”, shall be full 24 compensation for all costs, including materials, equipment, and labor, incurred to carry out 25 the requirements of Section 2-11 and Section 8-02 except for those costs included in other 26 items which are included in this Subsection and which are included in the Proposal. 27 28 29 30 31 32 END DIVISION 8 33 34 35 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-103 9-03 AGGREGATES 1 2 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 3 (June 26, 2020 COP GSP) 4 5 Revise this section to read: 6 7 Backfill shall be as follows: 8 9 Import Gravel Backfill for Pipe Zone (including Bedding): Pipe zone material shall be 10 Crushed Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall 11 be placed and compacted in layers as designated by the City. With prior approval by the 12 City, suitable native material may be an acceptable alternate for pipe zone bedding 13 above the bottom of the pipe. 14 15 Trench Backfill: All longitudinal pipeline trenches (parallel to curb) may be backfilled full 16 depth above the pipe zone with native material (free of organic material, wood, rocks, or 17 pavement chunks larger than 6-inches in maximum dimension), unless otherwise 18 directed by the City of Pasco. Street crossings, transverse trenches, and other locations 19 as directed by the City of Pasco may be required to be backfilled full depth with imported 20 select backfill. Imported select backfill shall be crushed surfacing top course or crushed 21 surfacing base course meeting the requirements of section 9-03.9(3), placed and 22 compacted in layers. 23 24 Monument Cases, Covers, and Risers 25 9-27 SIGNING MATERIALS AND FABRICATION 26 (June 26, 2020 COP GSP) 27 28 Revise this section to read: 29 30 Sign posts for permanent traffic control signing shall be 2"x2" 12-gauge perforated steel 31 tubing. Socket sleeves for the sign post shall be 2-1/4"x 2-1/4"x30" 12-gauge perforated steel 32 tubing. 33 34 Street name sign brackets shall be Zumar. 35 36 37 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-104 9-29 WATER DISTRIBUTION MATERIALS 1 2 Pipe 3 4 9-29.1(1) Ductile Iron Pipe 5 (June 26, 2020 COP GSP) 6 7 Revise this section to read: 8 9 Ductile Iron Pipe: Ductile iron pipe shall conform to the requirements of Section 9-30.1(1) of 10 the Standard Specifications, except that it shall be Standard Thickness Class 52. Joints 11 shall be rubber gasket, push-on type (Tyton Joint). Fittings shall be mechanical joint or 12 flanged, as shown on the Plans, and shall conform to Section 9-30.2(1) of the Standard 13 Specifications and NSF 61. 14 15 Tracer Wire: Tracer wire shall be 12-gauge heavy insulated (60 mil) copper wire with UF 16 insulation colored for the utility being installed in accordance with Section 9-15.18. Direct 17 bury splice kits shall be 3M DBY-6. 18 19 Fittings 20 21 9-29.2(1) Ductile Iron Pipe 22 (June 26, 2020 COP GSP) 23 24 Revise this section to read: 25 Fittings: Fittings shall be cement lined, ductile iron, rubber gaskets and glands, and bolts 26 meeting the requirements of AWWA C110, C111, or C153. Fittings shall comply with NSF 61 27 requirements. 28 29 Hardware: Bolts and studs shall be carbon steel, grade B meeting the requirements of 30 ASTM A307 and nuts meet the requirements of ASTM A563. 31 32 Lubricant: Lubricant shall be nontoxic and water-soluble. 33 34 Valves 35 (June 26, 2020 GSP) 36 37 Supplement this section with the following: 38 39 Valves shall be of the same size as the line on which they are located. 40 41 9-29.3(1) Gate Valves (3 to 16 inches) 42 (******) 43 44 Revise the title of Section 9-30.3(1): 45 46 9-30.3(1) Gate Valves 47 (June 26, 2020 COP GSP) 48 49 Supplement this section with the following: 50 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-105 1 All gate valves sizes 2-inch through 10-inch shall be resilient wedge gate valves with 2 ductile iron bodies and shall conform to the latest revision of AWWA Resilient Seated 3 Gate Valves Standard C515 and AWWA C104. 4 5 All gate valves shall have non-rising stems, open counterclockwise, and shall be 6 provided with a 2-inch square AWWA operating nut. 7 8 9-29.3(3) Butterfly Valves 9 (June 26, 2020 COP GSP) 10 11 Supplement this section with the following: 12 13 All butterfly valves sizes 12 inches and larger shall be butterfly valves suitable for direct 14 burial and shall be rubber seated and conform to the latest revision of AWWA Standard 15 C504 Class 150B and C104. All valves shall open counterclockwise and shall be provided 16 with a 2-inch square AWWA operating nut. 17 18 9-29.3(4) Valve Boxes 19 (June 26, 2020 COP GSP) 20 21 Supplement this section with the following: 22 23 Valve boxes shall be two-piece adjustable, Olympic Foundry model 931. 24 25 9-29.3(7) Combination Air/Release Air Vacuum Valves 26 (June 26, 2020 COP GSP) 27 28 Revise this section to read: 29 30 Combination air release/air vacuum valves shall be designed to operate with potable water 31 under pressure to permit discharging a surge of air from an empty line when filling and 32 relieve the vacuum when draining the system. The valves shall also release an 33 accumulation of air when the system is under pressure. 34 35 Valves shall meet the requirements of C512 and shall be APCO 140 Series or Val-Matic VM-36 200 Series. Seats shall be Buna N rubber. Internal parts shall be stainless steel or bronze. 37 38 9-29.3(8) Tapping Sleeve and Valve Assemblies 39 (June 26, 2020 COP GSP) 40 41 Revise this section to read: 42 43 Tapping sleeves shall be full circle stainless steel with ductile iron flanged outlet, conforming 44 to the latest AWWA Standard C223. Tapping gate valves shall meet the requirements for 45 Gate Valves in Section 9-30.1(1) of these Special Provisions. The following stainless steel 46 tapping sleeves are approved for use: Ford FAST style, Romac model SST, and Smith-Blair. 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-106 Hydrants 1 (June 26, 2020 COP GSP) 2 Supplement this section with the following: 3 4 All hydrants shall be dry-barrel, compression type, with a Main Valve Opening (MVO) of 5-5 1/4" and suitable for working pressures up to 150 psi meeting the requirements of C502. 6 Hydrants shall have a 1-1/2” pentagon operating nut, opening left. All hydrants shall include 7 a 5”x4-1/2” NH connector and cap, Storz HPHA50-45NH and HBC-50. Threads on all ports 8 shall be National Standard Thread. 9 10 Approved manufacturers include Mueller (Centurion), Clow (Medallion), and Waterous 11 (Pacer WB-67). 12 13 No bends are allowed in fire hydrant runs. If a bend cannot be avoided, the elbow fittings 14 shall be mechanically restrained with EBAA Megalugs or approved equal 15 16 (******) 17 Revise the title of Section 9-30.3(1) to read: 18 19 Water Service Connections 20 21 9-29.6(1) Saddles 22 (June 26, 2020 COP GSP) 23 24 Revise this section to read: 25 26 New service saddles less than 12” diameter shall meet the requirements of AWWA C800 27 and have CC threads. Approved manufacturers include Romac (202S, 101S), Mueller 28 DS2S, McDonald (384x, 382x), and Smith-Blair (315, 317). New service saddles 12” and 29 larger shall meet the requirements of AWWA C800 and have CC threads. Approved 30 manufacturers include Romac (305, 306). 31 32 9-29.6(2) Corporation Stops 33 (June 26, 2020 COP GSP) 34 35 New 1” corporation stops shall be Ford FB1000, Mueller B-25008N, B-20013N, or McDonald 36 74701B. New 2” corporation stops shall be Ford FB400(CC), FB500(IP), Mueller B-37 2996N(CC), H-2969(IP), or McDonald 74701B. 38 39 9-29.6(3) Service Pipes 40 41 9-29.6(3)A Copper Tubing 42 (June 26, 2020 COP GSP) 43 44 Supplement this section with the following: 45 46 New service pipe shall be copper tubing. Approved service pipe manufacturers include Cerro, 47 Muller, and Cambridge Lee. 48 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-107 9-29.6(3)B Polyethylene Tubing 1 (June 26, 2020 COP GSP) 2 3 Delete this section. 4 5 9-29.6(3)C PEX-a Tubing 6 (June 26, 2020 COP GSP) 7 8 Delete this section. 9 10 9-29.6(4) Service Fittings 11 (******) 12 13 Revise this section to read: 14 15 Fittings used for copper tubing shall be either compressions or flare type. 16 17 All fittings shall be lead free. 18 19 New copper to copper fittings shall be compression type Ford C- 44, Mueller H-15403, and 20 McDonald 4758-22. Grip fittings are not acceptable. 21 22 9-29.6(5) Meter Setters 23 (June 26, 2020 COP GSP) 24 25 Supplement this section with the following: 26 27 New 1” compression valve shall be Ford BA43, Mueller B-24258N, or McDonald 74602B. 28 New 2” threaded valves shall be Ford BFA13, Mueller B-24286N, or McDonald 74604B. All 29 angle meter valves shall be quarter turn. 30 31 9-29.6(7) Meter Boxes 32 (June 26, 2020 COP GSP) 33 34 Supplement this section with the following: 35 36 Meter Boxes (3/4” to 2” meters): New meter boxes shall be Raven RMB 1324-18 or Carson 37 HW Model 1324BCF-18 with 1324R reader lid (3/4” and 1” meters) and Raven RMB 1730-38 18 or Carson HW Model 1730BCF-18 with 1730R reader lid (1-1/2” and 2” meters). 39 40 (June 26, 2020 COP GSP) 41 Add the following new Section: 42 43 9-29.6(8) Locating Wire 44 45 Locate wire shall meet the requirements of Section 7-09.3(20) and be continuous from the 46 water main to the meter box. Locating wire shall be 12-gauge heavy insulated (60 mil) 47 copper wire with UF insulation colored for the utility being installed in accordance with 48 Section 9-15.18. Direct bury splice kits shall be 3M DBY-6. 49 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-108 1 (June 26, 2020 COP GSP) 2 Add the following new Section: 3 4 9-29.6(9) Meter 5 6 New 3/4” to 2” meters shall meet the requirements of AWWA C700. Approved meters shall 7 be any of the following: Badger (LP35, LP55, LP120), Neptune (T-10, Tru/Flo), and Sensus 8 (SRII, SRH). 9 10 (June 26, 2020 COP GSP) 11 Add the following new Section: 12 13 9-29.6(10) Meter Check Valve 14 15 New 1” compression valves shall be Ford HA34 or Mueller H-14269. New 1-1/2” and 2” 16 threaded valves shall be Ford HFA31. 17 18 (June 26, 2020 COP GSP) 19 Add the following new Section: 20 21 9-29.6(11) Thread Sealant 22 23 Thread sealant shall be used on all threaded pipe fittings. Approved manufacturers include 24 Spears Blue 75, Whitlam Blue Magic, and Teflon Tape. 25 26 27 (June 26, 2020 COP GSP) 28 Add the following new Section: 29 30 9-29.6(12) Backflow Assembly Box 31 32 Backflow Assembly Box (3/4” to 2”): New assembly box shall be Carson 1220 and 1324 33 (3/4” and 1”) and Carson 1730 (1-1/4” to 2”), meeting inside dimension tolerances specified 34 on Details. 35 36 (June 26, 2020 COP GSP) 37 Add the following new Section: 38 39 9-29.6(13) Meter Vault 40 41 New precast cement concrete vault shall be Oldcastle Precast or H2 Precast meeting inside 42 dimension tolerances specified on the Plans, and shall have diamond plate spring assisted 43 cover with locking latch inside (332P cover). 44 45 (June 26, 2020 COP GSP) 46 Add the following new Section: 47 48 City of Pasco January 2022 20030 WATER MAIN REPLACEMENT – MAPLE DR.-AC MAIN SP-109 9-29.6(14) Back Flow Assembly Vault 1 2 New precast cement concrete vault shall be Oldcastle Precast or H2 Precast meeting inside 3 dimension tolerances specified on Details, and shall have diamond plate spring assisted 4 cover with locking latch inside (332P for 2” to 3”, 2-322P for 4” to 6”, and 3-322P for 8” to 5 12”). Contractor shall provide to the City Inspector any factory tools, keys, or wrenches 6 required to open vault lid. 7 8 (June 26, 2020 COP GSP) 9 Add the following new Section: 10 11 9-29.6(15) Vault Ladder 12 13 Ladders installed in vaults shall include a Bilco LadderUp safety post, model LU-2, LU-3, or 14 LU-4. 15 16 (June 26, 2020 COP GSP) 17 Add the following new Section: 18 19 9-29.6(16) Pipe Bedding and Backfill 20 21 Pipe bedding and select backfill shall be utilized for trench backfill as directed by the City in 22 accordance with Section 7-09.2 of the Special Provisions. 23 24 25 END DIVISION 9 26 27 28 Wage Rates WA State Prevailing Wage Rates Benefit Code Key L&I Policy Statement 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: 2/10/2022 County Trade Job Classification Wage Holiday Overtime Note *Risk Class Franklin Asbestos Abatement Workers Journey Level $44.04 5D 1H View Franklin Boilermakers Journey Level $70.79 5N 1C View Franklin Brick Mason Journey Level $53.34 5A 1M View Franklin Building Service Employees Janitor $14.49 1 View Franklin Building Service Employees Shampooer $14.49 1 View Franklin Building Service Employees Waxer $14.49 1 View Franklin Building Service Employees Window Cleaner $14.49 1 View Franklin Cabinet Makers (In Shop)Journey Level $14.49 1 View Franklin Carpenters Acoustical Worker $51.25 7E 4X 8N View Franklin Carpenters Bridge, Dock & Wharf Carpenter $52.25 7E 4X 8N View Franklin Carpenters Floor Layer & Floor Finisher $51.25 7E 4X 8N View Franklin Carpenters Form Builder $51.25 7E 4X 8N View Franklin Carpenters General Carpenter $51.25 7E 4X 8N View Franklin Carpenters Heavy Construction Carpenter $56.71 7E 4X 9E View Franklin Carpenters Scaffold/Shoring Erecting & Dismantling $56.71 7E 4X 8N View Franklin Cement Masons Journey Level $46.83 7B 1N View Franklin Divers & Tenders Assistant Tender $59.01 7E 4X View Franklin Divers & Tenders Dive Supervisors $109.30 7E 4X View Franklin Divers & Tenders Diver $107.80 7E 4X 8V View Franklin Divers & Tenders Diver on Standby $62.82 7E 4X View Franklin Divers & Tenders Diver Tender $61.82 7E 4X View Franklin Divers & Tenders Diving Master $73.32 7E 4X View Franklin Divers & Tenders Manifold Operator $61.82 7E 4X View Franklin Divers & Tenders Manifold Operator Mixed Gas $65.82 7E 4X View Franklin Divers & Tenders Remote Operated Vehicle Operator $61.82 7E 4X View Franklin Divers & Tenders Remote Operated Vehicle Tender/Technician $59.01 7E 4X View Franklin Divers & Tenders Surface RCV & ROV Operator $61.82 7E 4X View Franklin Dredge Workers Assistant Engineer $73.62 5D 3F View Franklin Dredge Workers Assistant Mate (Deckhand)$73.05 5D 3F View Franklin Dredge Workers Boatmen $73.62 5D 3F View Franklin Dredge Workers Engineer Welder $75.03 5D 3F View Franklin Dredge Workers Leverman, Hydraulic $76.53 5D 3F View Franklin Dredge Workers Mates $73.62 5D 3F View Franklin Dredge Workers Oiler $73.05 5D 3F View Franklin Drywall Applicator Journey Level $51.25 7E 4X 8N View Franklin Drywall Tapers Journey Level $46.18 7E 1P View Franklin Electrical Fixture Maintenance Workers Journey Level $14.49 1 View Franklin Electricians - Inside Cable Splicer $76.01 5A 11F View Franklin Electricians - Inside Journey Level $73.42 5A 11F View Franklin Electricians - Inside Welder $78.60 5A 11F View Franklin Electricians - Motor Shop Craftsman $15.37 1 View Franklin Electricians - Motor Shop Journey Level $14.69 1 View Franklin Electricians - Powerline Construction Cable Splicer $82.39 5A 4D View Franklin Electricians - Powerline Construction Certified Line Welder $75.64 5A 4D View Franklin Electricians - Powerline Construction Groundperson $49.17 5A 4D View Franklin Electricians - Powerline Construction Heavy Line Equipment Operator $75.64 5A 4D View Franklin Electricians - Powerline Construction Journey Level Lineperson $75.64 5A 4D View Franklin Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View Franklin Electricians - Powerline Construction Meter Installer $49.17 5A 4D 8W View Franklin Electricians - Powerline Construction Pole Sprayer $75.64 5A 4D View Franklin Electricians - Powerline Construction Powderperson $56.49 5A 4D View Franklin Electronic Technicians Journey Level $46.20 5I 1B View Franklin Elevator Constructors Mechanic $100.51 7D 4A View Franklin Elevator Constructors Mechanic In Charge $108.53 7D 4A View Franklin Fabricated Precast Concrete Products Journey Level $14.49 1 View Franklin Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $14.49 1 View Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View Franklin Flaggers Journey Level $41.94 7B 1M 8Z View Franklin Glaziers Journey Level $35.56 7L 4L View Franklin Heat & Frost Insulators And Asbestos Workers Journey Level $57.24 5K 1U View Franklin Heating Equipment Mechanics Journey Level $68.81 5A 1X View Franklin Hod Carriers & Mason Tenders Journey Level $44.89 7B 1M 8Z View Franklin Industrial Power Vacuum Journey Level $14.49 1 View Cleaner Franklin Inland Boatmen Journey Level $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $14.49 1 View Franklin Insulation Applicators Journey Level $51.25 7E 4X 8N View Franklin Ironworkers Journeyman $65.91 7N 1O View Franklin Laborers Air And Hydraulic Track Drill $44.58 7B 1M 8Z View Franklin Laborers Asphalt Raker $44.58 7B 1M 8Z View Franklin Laborers Asphalt Roller, Walking $44.31 7B 1M 8Z View Franklin Laborers Brick Pavers $44.04 7B 1M 8Z View Franklin Laborers Brush Hog Feeder $44.04 7B 1M 8Z View Franklin Laborers Brush Machine $44.58 7B 1M 8Z View Franklin Laborers Caisson Worker, Free AIr $44.58 7B 1M 8Z View Franklin Laborers Carpenter Tender $44.04 7B 1M 8Z View Franklin Laborers Cement Finisher Tender $44.31 7B 1M 8Z View Franklin Laborers Cement Handler $44.04 7B 1M 8Z View Franklin Laborers Chain Saw Operator & Faller $44.58 7B 1M 8Z View Franklin Laborers Clean-up Laborer $44.04 7B 1M 8Z View Franklin Laborers Compaction Equipment $44.31 7B 1M 8Z View Franklin Laborers Concrete Crewman $44.04 7B 1M 8Z View Franklin Laborers Concrete Saw, Walking $44.31 7B 1M 8Z View Franklin Laborers Concrete Signalman $44.04 7B 1M 8Z View Franklin Laborers Concrete Stack $44.58 7B 1M 8Z View Franklin Laborers Confined Space Attendant $44.04 7B 1M 8Z View Franklin Laborers Crusher Feeder $44.04 7B 1M 8Z View Franklin Laborers Demolition $44.04 7B 1M 8Z View Franklin Laborers Demolition Torch $44.31 7B 1M 8Z View Franklin Laborers Dope Pot Fireman, Non- mechanical $44.31 7B 1M 8Z View Franklin Laborers Driller Helper (when Required To Move & Position Machine) $44.31 7B 1M 8Z View Franklin Laborers Drills With Dual Masts $44.86 7B 1M 8Z View Franklin Laborers Dry Stack Walls $44.04 7B 1M 8Z View Franklin Laborers Dumpman $44.04 7B 1M 8Z View Franklin Laborers Erosion Control Laborer $44.04 7B 1M 8Z View Franklin Laborers Firewatch $44.04 7B 1M 8Z View Franklin Laborers Form Cleaning Machine Feeder, Stacker $44.04 7B 1M 8Z View Franklin Laborers Form Setter, Paving $44.31 7B 1M 8Z View Franklin Laborers General Laborer $44.04 7B 1M 8Z View Franklin Laborers Grade Checker $46.57 7B 1M 8Z View Franklin Laborers Grout Machine Header Tender $44.04 7B 1M 8Z View Franklin Laborers Guard Rail $44.04 7B 1M 8Z View Franklin Laborers Gunite $44.58 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level A) $44.86 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level B) $44.58 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level C) $44.31 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level D) $44.04 7B 1M 8Z View Franklin Laborers Hdpe Or Similar Liner Installer $44.04 7B 1M 8Z View Franklin Laborers High Scaler $44.58 7B 1M 8Z View Franklin Laborers Jackhammer Operator Miner, Class "b" $44.31 7B 1M 8Z View Franklin Laborers Laser Beam Operator $44.58 7B 1M 8Z View Franklin Laborers Miner, Class "a"$44.04 7B 1M 8Z View Franklin Laborers Miner, Class "c"$44.58 7B 1M 8Z View Franklin Laborers Miner, Class "d"$44.86 7B 1M 8Z View Franklin Laborers Monitor Operator, Air Track Or Similar Mounting $44.58 7B 1M 8Z View Franklin Laborers Mortar Mixer $44.58 7B 1M 8Z View Franklin Laborers Nipper $44.04 7B 1M 8Z View Franklin Laborers Nozzleman $44.58 7B 1M 8Z View Franklin Laborers Nozzleman, Water (to Include Fire Hose), Air Or Steam $44.31 7B 1M 8Z View Franklin Laborers Pavement Breaker, 90 Lbs. & Over $44.58 7B 1M 8Z View Franklin Laborers Pavement Breaker, Under 90 Lbs. $44.31 7B 1M 8Z View Franklin Laborers Pilot Car $41.94 7B 1M 9D View Franklin Laborers Pipelayer $44.58 7B 1M 8Z View Franklin Laborers Pipelayer, Corrugated Metal Culvert And Multi-plate. $44.31 7B 1M 8Z View Franklin Laborers Pipewrapper $44.58 7B 1M 8Z View Franklin Laborers Plasterer Tenders $44.58 7B 1M 8Z View Franklin Laborers Pot Tender $44.31 7B 1M 8Z View Franklin Laborers Powderman $46.23 7B 1M 8Z View Franklin Laborers Powederman Helper $44.31 7B 1M 8Z View Franklin Laborers Power Buggy Operator $44.31 7B 1M 8Z View Franklin Laborers Power Tool Operator, Gas, Electric, Pneumatic $44.31 7B 1M 8Z View Franklin Laborers Railroad Equipment, Power Driven, Except Dual Mobile $44.31 7B 1M 8Z View Franklin Laborers Railroad Power Spiker Or $44.31 7B 1M 8Z View Puller, Dual Mobile Franklin Laborers Remote Equipment Operator $44.86 7B 1M 8Z View Franklin Laborers Remote Equipment Operator (i.e Compaction And Demolition) $44.31 7B 1M 8Z View Franklin Laborers Rigger/signal Person $44.31 7B 1M 8Z View Franklin Laborers Riprap Person $44.04 7B 1M 8Z View Franklin Laborers Rodder & Spreader $44.31 7B 1M 8Z View Franklin Laborers Sandblast Tailhoseman $44.04 7B 1M 8Z View Franklin Laborers Scaffold Erector, Wood Or Steel $44.04 7B 1M 8Z View Franklin Laborers Scaleman $41.94 7B 1M 9D View Franklin Laborers Stake Jumper $44.04 7B 1M 8Z View Franklin Laborers Structural Mover $44.04 7B 1M 8Z View Franklin Laborers Tailhoseman (water Nozzle)$44.04 7B 1M 8Z View Franklin Laborers Timber Bucker & Faller (by Hand) $44.04 7B 1M 8Z View Franklin Laborers Track Laborer (rr)$44.04 7B 1M 8Z View Franklin Laborers Traffic Control Laborer $41.94 7B 1M 9D View Franklin Laborers Traffic Control Supervisor $42.94 7B 1M 9E View Franklin Laborers Trencher, Shawnee $44.31 7B 1M 8Z View Franklin Laborers Trenchless Technology Technician $44.58 7B 1M 8Z View Franklin Laborers Truck Loader $44.04 7B 1M 8Z View Franklin Laborers Tugger Operator $44.31 7B 1M 8Z View Franklin Laborers Vibrators, All $44.58 7B 1M 8Z View Franklin Laborers Wagon Drills $44.31 7B 1M 8Z View Franklin Laborers Water Pipe Liner $44.31 7B 1M 8Z View Franklin Laborers Welder, Electrical, Manual Or Automatic (hdpe Or Similar Pipe And Liner) $44.86 7B 1M 8Z View Franklin Laborers Well-point Person $44.04 7B 1M 8Z View Franklin Laborers Wheelbarrow, Power Driven $44.31 7B 1M 8Z View Franklin Laborers Window Washer, Cleaner $41.94 7B 1M 9D View Franklin Laborers - Underground Sewer & Water General Laborer & Topman $44.04 7B 1M 8Z View Franklin Laborers - Underground Sewer & Water Pipe Layer $44.58 7B 1M 8Z View Franklin Landscape Construction Landscape Laborer $41.94 7B 1M 9D View Franklin Landscape Construction Landscape Operator $51.05 7B 4W 9A View Franklin Landscape Maintenance Groundskeeper $15.09 1 View Franklin Lathers Journey Level $51.25 7E 4X 8N View Franklin Marble Setters Journey Level $53.34 5A 1M View Franklin Metal Fabrication (In Shop)Fitter $14.49 1 View Franklin Metal Fabrication (In Shop)Laborer $14.49 1 View Franklin Metal Fabrication (In Shop)Machine Operator $14.49 1 View Franklin Metal Fabrication (In Shop)Painter $14.49 1 View Franklin Metal Fabrication (In Shop)Welder $14.49 1 View Franklin Millwright Journey Level $71.07 5A 1B View Franklin Modular Buildings Journey Level $14.49 1 View Franklin Painters Commercial Painter $40.26 6Z 1W View Franklin Painters Industrial Painter $46.97 6Z 1W 9D View Franklin Pile Driver General Pile Driver $52.25 7E 4X 8N View Franklin Pile Driver Heavy Construction Pile Driver $58.01 7E 4X 9E View Franklin Plasterers Journey Level $46.51 7K 1N View Franklin Playground & Park Equipment Installers Journey Level $14.49 1 View Franklin Plumbers & Pipefitters Journey Level $86.69 6Z 1Q View Franklin Power Equipment Operators A-frame Truck (2 Or More Drums) $50.89 7B 4W 9A View Franklin Power Equipment Operators A-frame Truck (single Drum)$50.28 7B 4W 9A View Franklin Power Equipment Operators Asphalt Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Assistant Plant Operator, Fireman Or Pugmixer (asphalt) $50.28 7B 4W 9A View Franklin Power Equipment Operators Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) $50.89 7B 4W 9A View Franklin Power Equipment Operators Assistant Refrigeration Plant (under 1000 Ton) $50.28 7B 4W 9A View Franklin Power Equipment Operators Automatic Subgrader (ditches & Trimmers) $51.49 7B 4W 9A View Franklin Power Equipment Operators Backfillers (cleveland & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Backhoe & Hoe Ram (under 3/4 Yd.) $51.21 7B 4W 9A View Franklin Power Equipment Operators Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View Franklin Power Equipment Operators Backhoe (45,000 Gw To 110,000 Gw) $51.49 7B 4W 9A View Franklin Power Equipment Operators Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Bagley Or Stationary Scraper $50.28 7B 4W 9A View Franklin Power Equipment Operators Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) $51.49 7B 4W 9A View Franklin Power Equipment Operators Batch Plant & Wet Mix Operator, Single Unit (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators Batch Plant (over 4 Units)$51.49 7B 4W 9A View Franklin Power Equipment Operators Belt Finishing Machine $50.28 7B 4W 9A View Franklin Power Equipment Operators Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View Franklin Power Equipment Operators Belt-crete Conveyors With Power Pack Or Similar $50.89 7B 4W 9A View Franklin Power Equipment Operators Bending Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Bit Grinders $49.96 7B 4W 9A View Franklin Power Equipment Operators Blade (finish & Bluetop), Automatic, Cmi, Abc, Finish Athey & Huber & Similar When Used As Automatic $51.76 7B 4W 9A View Franklin Power Equipment Operators Blade Operator (motor Patrol & Attachments) $51.49 7B 4W 9A View Franklin Power Equipment Operators Blower Operator (cement)$50.28 7B 4W 9A View Franklin Power Equipment Operators Boat Operator $49.96 7B 4W 9A View Franklin Power Equipment Operators Bob Cat (skid Steer)$50.89 7B 4W 9A View Franklin Power Equipment Operators Bolt Threading Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Boom Cats (side)$51.49 7B 4W 9A View Franklin Power Equipment Operators Boring Machine (earth)$50.89 7B 4W 9A View Franklin Power Equipment Operators Boring Machine (Rock Under 8 inch Bit - Quarry Master, Joy Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Bump Cutter (wayne, Saginau Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Cableway Controller (dispatcher) $51.49 7B 4W 9A View Franklin Power Equipment Operators Cableway Operators $51.76 7B 4W 9A View Franklin Power Equipment Operators Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators Carrydeck & Boom Truck (under 25 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators Cement Hog $50.28 7B 4W 9A View Franklin Power Equipment Operators Chipper (without Crane) Cleaning & Doping Machine (pipeline) $50.89 7B 4W 9A View Franklin Power Equipment Operators Clamshell, Dragline $52.86 7B 4W 9A View Franklin Power Equipment Operators Compactor (self-propelled With Blade) $51.49 7B 4W 9A View Franklin Power Equipment Operators Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) $50.28 7B 4W 9A View Franklin Power Equipment Operators Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) $49.96 7B 4W 9A View Franklin Power Equipment Operators Concrete Cleaning / Decontamination Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Concrete Pump Boon Truck $51.49 7B 4W 9A View Franklin Power Equipment Operators Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) $51.05 7B 4W 9A View Franklin Power Equipment Operators Concrete Saw (multiple Cut)$50.28 7B 4W 9A View Franklin Power Equipment Operators Concrete Slip Form Paver $51.49 7B 4W 9A View Franklin Power Equipment Operators Conveyor Aggregate Delivery Systems (c.a.d.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Crane Oiler- Driver (cdl Required) & Cable Tender, Mucking Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Cranes (100 to 299 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.36 7B 4W 9A View Franklin Power Equipment Operators Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline $51.21 7B 4W 9A View Franklin Power Equipment Operators Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline $51.49 7B 4W 9A View Franklin Power Equipment Operators Cranes (300 Tons and Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.86 7B 4W 9A View Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $51.76 7B 4W 9A View Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $52.86 7B 4W 9A View Franklin Power Equipment Operators Crusher Feeder $49.96 7B 4W 9A View Franklin Power Equipment Operators Crusher, Grizzle & Screening Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Curb Extruder (asphalt Or Concrete) $51.05 7B 4W 9A View Franklin Power Equipment Operators Deck Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators Deck Hand $49.96 7B 4W 9A View Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators Derricks & Stifflegs (under 65 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators Distributor Leverman $50.28 7B 4W 9A View Franklin Power Equipment Operators Ditch Witch Or Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators Dope Pots (power Agitated $50.28 7B 4W 9A View Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator $50.89 7B 4W 9A View Franklin Power Equipment Operators Dozer / Tractors (d-6 & Equivalent & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators Dozer, 834 R/t & Similar $51.49 7B 4W 9A View Franklin Power Equipment Operators Drill Doctor $51.49 7B 4W 9A View Franklin Power Equipment Operators Driller Licensed $52.86 7B 4W 9A View Franklin Power Equipment Operators Drillers Helper $49.96 7B 4W 9A View Franklin Power Equipment Operators Drilling Equipment (8 inch Bit & Over - Robbins, Reverse Circulation & Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators Drills (churn, Core, Calyx Or Diamond) $51.05 7B 4W 9A View Franklin Power Equipment Operators Elevating Belt (holland Type)$51.76 7B 4W 9A View Franklin Power Equipment Operators Elevating Belt-type Loader (euclid, Barber Green & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Elevating Grader-type Loader (dumor, Adams Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Elevator Hoisting Materials $50.28 7B 4W 9A View Franklin Power Equipment Operators Equipment Serviceman, Greaser & Oiler $51.05 7B 4W 9A View Franklin Power Equipment Operators Fireman & Heater Tender $49.96 7B 4W 9A View Franklin Power Equipment Operators Fork Lift Or Lumber Stacker,$50.28 7B 4W 9A View Hydra-life & Similar Franklin Power Equipment Operators Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators Gin Trucks (pipeline)$50.28 7B 4W 9A View Franklin Power Equipment Operators Grade Checker $51.21 7B 4W 9A View Franklin Power Equipment Operators Gunite Combination Mixer & Compressor $50.89 7B 4W 9A View Franklin Power Equipment Operators H.d. Mechanic $51.76 7B 4W 9A View Franklin Power Equipment Operators H.d. Welder $51.76 7B 4W 9A View Franklin Power Equipment Operators Heavy Equipment Robotics Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Helicopter Pilot $52.86 7B 4W 9A View Franklin Power Equipment Operators Helper, Mechanic Or Welder, H.D $49.96 7B 4W 9A View Franklin Power Equipment Operators Hoe Ram $51.21 7B 4W 9A View Franklin Power Equipment Operators Hoist (2 Or More Drums Or Tower Hoist) $51.05 7B 4W 9A View Franklin Power Equipment Operators Hoist, Single Drum $50.28 7B 4W 9A View Franklin Power Equipment Operators Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators Hydro-seeder, Mulcher, Nozzleman $49.96 7B 4W 9A View Franklin Power Equipment Operators Lime Batch Tank Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Lime Brain Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Loader (360 Degrees Revolving Koehring Scooper Or Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Loaders (bucket Elevators And Conveyors) $50.28 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) $51.76 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead & Front- end, Under 4 Yds.. R/t) $51.05 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead And Front- end, 10 Yds. & Over) $52.86 7B 4W 9A View Franklin Power Equipment Operators Locomotive Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators Longitudinal Float $50.28 7B 4W 9A View Franklin Power Equipment Operators Master Environmental Maintenance Technician $51.76 7B 4W 9A View Franklin Power Equipment Operators Mixer (portable - Concrete)$50.28 7B 4W 9A View Franklin Power Equipment Operators Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators Mobile Crusher Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Mucking Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Multiple Dozer Units With Single Blade $51.49 7B 4W 9A View Franklin Power Equipment Operators Pavement Breaker, Hydra-$50.28 7B 4W 9A View hammer & Similar Franklin Power Equipment Operators Paving (dual Drum)$51.21 7B 4W 9A View Franklin Power Equipment Operators Paving Machine (asphalt And Concrete) $51.49 7B 4W 9A View Franklin Power Equipment Operators Piledriving Engineers $51.21 7B 4W 9A View Franklin Power Equipment Operators Plant Oiler $49.96 7B 4W 9A View Franklin Power Equipment Operators Posthole Auger Or Punch $50.89 7B 4W 9A View Franklin Power Equipment Operators Power Broom $50.28 7B 4W 9A View Franklin Power Equipment Operators Pump (grout Or Jet)$50.89 7B 4W 9A View Franklin Power Equipment Operators Pumpman $49.96 7B 4W 9A View Franklin Power Equipment Operators Quad-track Or Similar Equipment $51.49 7B 4W 9A View Franklin Power Equipment Operators Railroad Ballast Regulation Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Power Tamper Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Tamper Jack Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Track Liner Operator (self-propelled) $51.21 7B 4W 9A View Franklin Power Equipment Operators Refrigeration Plant Engineer (1000 Tons & Over) $51.21 7B 4W 9A View Franklin Power Equipment Operators Refrigeration Plant Engineer (under 1000 Ton) $51.05 7B 4W 9A View Franklin Power Equipment Operators Rollerman (finishing Asphalt Pavement) $51.49 7B 4W 9A View Franklin Power Equipment Operators Rollers, All Types On Subgrade, Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B $49.96 7B 4W 9A View Franklin Power Equipment Operators Roto Mill (pavement Grinder)$51.49 7B 4W 9A View Franklin Power Equipment Operators Rotomill Groundsman $51.05 7B 4W 9A View Franklin Power Equipment Operators Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) $51.76 7B 4W 9A View Franklin Power Equipment Operators Rubber-tired Skidders (r/t With Or Without Attachments) $51.05 7B 4W 9A View Franklin Power Equipment Operators Scrapers, All, Rubber-tired $51.49 7B 4W 9A View Franklin Power Equipment Operators Screed Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Shovels (3 Yds. & Over)$51.76 7B 4W 9A View Franklin Power Equipment Operators Shovels (under 3 Yds.)$51.49 7B 4W 9A View Franklin Power Equipment Operators Signalman (whirleys, Highline, Hammerheads Or Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators Soil Stabilizer (p & H Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Spray Curing Machine (concrete) $50.28 7B 4W 9A View Franklin Power Equipment Operators Spreader Box (self-propelled)$50.28 7B 4W 9A View Franklin Power Equipment Operators Spreader Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Steam Cleaner $49.96 7B 4W 9A View Franklin Power Equipment Operators Straddle Buggy (ross & Similar On Construction Job Only) $50.28 7B 4W 9A View Franklin Power Equipment Operators Surface Heater & Planer Machine $51.05 7B 4W 9A View Franklin Power Equipment Operators Tractor (farm Type R/t With Attachments, Except Backhoe) $50.28 7B 4W 9A View Franklin Power Equipment Operators Traverse Finish Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Trenching Machines (7 Ft. Depth & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators Trenching Machines (under 7 Ft. Depth Capacity) $51.05 7B 4W 9A View Franklin Power Equipment Operators Tug Boat Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Tugger Operator $50.28 7B 4W 9A View Franklin Power Equipment Operators Turnhead (with Re-screening)$51.05 7B 4W 9A View Franklin Power Equipment Operators Turnhead Operator $50.89 7B 4W 9A View Franklin Power Equipment Operators Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) $51.76 7B 4W 9A View Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View Franklin Power Equipment Operators Vacuum Blasting Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Vacuum Drill (reverse Circulation Drill Under 8 Inch Bit) $51.05 7B 4W 9A View Franklin Power Equipment Operators Welding Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Whirleys & Hammerheads, All $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water A-frame Truck (2 Or More Drums) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water A-frame Truck (single Drum)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Plant Operator, Fireman Or Pugmixer (asphalt) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Refrigeration Plant (under 1000 Ton) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Automatic Subgrader (ditches & Trimmers) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backfillers (cleveland & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe & Hoe Ram (under 3/4 Yd.) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (45,000 Gw To 110,000 Gw) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoes & Hoe Ram (3 Yds & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bagley Or Stationary Scraper $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch Plant & Wet Mix Operator, Single Unit (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch Plant (over 4 Units)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt Finishing Machine $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt-crete Conveyors With Power Pack Or Similar $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bending Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bit Grinders $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blade (finish & Bluetop), Automatic, Cmi, Abc, Finish Athey & Huber & Similar When Used As Automatic $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blade Operator (motor Patrol & Attachments) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blower Operator (cement)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boat Operator $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bob Cat (skid Steer)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bolt Threading Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boom Cats (side)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boring Machine (earth)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boring Machine (Rock Under 8 inch Bit - Quarry Master, Joy Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bump Cutter (wayne, Saginau Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cableway Controller (dispatcher) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cableway Operators $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators-Carrydeck & Boom Truck $51.21 7B 4W 9A View Underground Sewer & Water (under 25 Tons) Franklin Power Equipment Operators- Underground Sewer & Water Cement Hog $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Chipper (without Crane) Cleaning & Doping Machine (pipeline) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Clamshell, Dragline $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compactor (self-propelled With Blade) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Cleaning / Decontamination Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Pump Boon Truck $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Saw (multiple Cut)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Slip Form Paver $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Conveyor Aggregate Delivery Systems (c.a.d.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crane Oiler- Driver (cdl Required) & Cable Tender, Mucking Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (100 to 299 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.36 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (300 Tons and Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (86 to 99 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crusher Feeder $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crusher, Grizzle & Screening Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Curb Extruder (asphalt Or Concrete) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Deck Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Deck Hand $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Derricks & Stifflegs (65 Tons & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Derricks & Stifflegs (under 65 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Distributor Leverman $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Ditch Witch Or Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dope Pots (power Agitated $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer / Tractors (d-6 & Equivalent & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer, 834 R/t & Similar $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drill Doctor $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Driller Licensed $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drillers Helper $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drilling Equipment (8 inch Bit & Over - Robbins, Reverse Circulation & Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drills (churn, Core, Calyx Or Diamond) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Belt (holland Type)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Belt-type Loader (euclid, Barber Green & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Grader-type Loader (dumor, Adams Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevator Hoisting Materials $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Equipment Serviceman, Greaser & Oiler $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Fireman & Heater Tender $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Fork Lift Or Lumber Stacker, Hydra-life & Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators-Gin Trucks (pipeline)$50.28 7B 4W 9A View Underground Sewer & Water Franklin Power Equipment Operators- Underground Sewer & Water Grade Checker $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Gunite Combination Mixer & Compressor $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water H.d. Mechanic $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water H.d. Welder $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Heavy Equipment Robotics Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Helicopter Pilot $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Helper, Mechanic Or Welder, H.D $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoe Ram $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoist (2 Or More Drums Or Tower Hoist) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoist, Single Drum $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hydro-seeder, Mulcher, Nozzleman $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Lime Batch Tank Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Lime Brain Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loader (360 Degrees Revolving Koehring Scooper Or Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (bucket Elevators And Conveyors) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead & Front- end, Under 4 Yds.. R/t) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead And Front- end, 10 Yds. & Over) $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Locomotive Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Longitudinal Float $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Master Environmental Maintenance Technician $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mixer (portable - Concrete)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators-Mobile Crusher Operator $51.49 7B 4W 9A View Underground Sewer & Water (recycle Train) Franklin Power Equipment Operators- Underground Sewer & Water Mucking Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Multiple Dozer Units With Single Blade $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pavement Breaker, Hydra- hammer & Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Paving (dual Drum)$51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Paving Machine (asphalt And Concrete) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Piledriving Engineers $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Plant Oiler $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Posthole Auger Or Punch $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Power Broom $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pump (grout Or Jet)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pumpman $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Quad-track Or Similar Equipment $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Ballast Regulation Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Power Tamper Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Tamper Jack Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Track Liner Operator (self-propelled) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Refrigeration Plant Engineer (1000 Tons & Over) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Refrigeration Plant Engineer (under 1000 Ton) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rollerman (finishing Asphalt Pavement) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rollers, All Types On Subgrade, Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Roto Mill (pavement Grinder)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rotomill Groundsman $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) $51.76 7B 4W 9A View Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $51.05 7B 4W 9A View Underground Sewer & Water With Or Without Attachments) Franklin Power Equipment Operators- Underground Sewer & Water Scrapers, All, Rubber-tired $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Screed Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Shovels (3 Yds. & Over)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Shovels (under 3 Yds.)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Signalman (whirleys, Highline, Hammerheads Or Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Soil Stabilizer (p & H Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spray Curing Machine (concrete) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spreader Box (self-propelled)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spreader Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Steam Cleaner $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Straddle Buggy (ross & Similar On Construction Job Only) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Surface Heater & Planer Machine $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tractor (farm Type R/t With Attachments, Except Backhoe) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Traverse Finish Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Trenching Machines (7 Ft. Depth & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Trenching Machines (under 7 Ft. Depth Capacity) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tug Boat Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tugger Operator $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Turnhead (with Re-screening)$51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Turnhead Operator $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vacuum Blasting Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vacuum Drill (reverse Circulation Drill Under 8 Inch Bit) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Welding Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Whirleys & Hammerheads, All $51.76 7B 4W 9A View Franklin Power Line Clearance Tree Trimmers Journey Level In Charge $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Spray Person $52.24 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Equipment Operator $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer $49.21 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $37.47 5A 4A View Franklin Refrigeration & Air Conditioning Mechanics Journey Level $86.69 6Z 1Q View Franklin Residential Brick Mason Journey Level $28.42 1 View Franklin Residential Carpenters Journey Level $21.60 1 View Franklin Residential Cement Masons Journey Level $46.83 7B 1N View Franklin Residential Drywall Applicators Journey Level $20.46 1 View Franklin Residential Drywall Tapers Journey Level $19.32 1 View Franklin Residential Electricians Journey Level $22.73 1 View Franklin Residential Glaziers Journey Level $23.10 1 View Franklin Residential Insulation Applicators Journey Level $14.86 1 View Franklin Residential Laborers Journey Level $14.49 1 View Franklin Residential Marble Setters Journey Level $28.42 1 View Franklin Residential Painters Journey Level $14.49 1 View Franklin Residential Plumbers & Pipefitters Journey Level $29.71 1 View Franklin Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.24 1 View Franklin Residential Sheet Metal Workers Journey Level (Field or Shop)$50.02 5A 1X View Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View Franklin Residential Sprinkler Fitters (Fire Protection) Journey Level $14.49 1 View Franklin Residential Stone Masons Journey Level $28.42 1 View Franklin Residential Terrazzo Workers Journey Level $14.86 1 View Franklin Residential Terrazzo/Tile Finishers Journey Level $14.86 1 View Franklin Residential Tile Setters Journey Level $19.23 1 View Franklin Roofers Irritable Bituminous Roofer $45.78 7G 4I View Franklin Roofers Journeyman Roofer, Waterproofer, Kettleman $42.78 7G 4I View Franklin Sheet Metal Workers Journey Level (Field or Shop)$68.81 5A 1X View Franklin Sign Makers & Installers (Electrical) Journey Level $14.65 1 View Franklin Sign Makers & Installers (Non- Electrical) Journey Level $14.65 1 View Franklin Soft Floor Layers Journey Level $51.91 5A 3J View Franklin Solar Controls For Windows Journey Level $14.49 1 View Franklin Sprinkler Fitters (Fire Journey Level $60.86 7J 1R View Protection) Franklin Stage Rigging Mechanics (Non Structural) Journey Level $14.49 1 View Franklin Stone Masons Journey Level $53.34 5A 1M View Franklin Street And Parking Lot Sweeper Workers Journey Level $14.49 1 View Franklin Surveyors All Classifications $23.49 0 1 View Franklin Telecommunication Technicians Journey Level $46.20 5I 1B View Franklin Telephone Line Construction - Outside Cable Splicer $38.27 5A 2B View Franklin Telephone Line Construction - Outside Hole Digger/Ground Person $25.66 5A 2B View Franklin Telephone Line Construction - Outside Telephone Equipment Operator (Light) $31.96 5A 2B View Franklin Telephone Line Construction - Outside Telephone Lineperson $36.17 5A 2B View Franklin Terrazzo Workers Journey Level $43.81 5A 1M View Franklin Tile Setters Journey Level $43.81 5A 1M View Franklin Tile, Marble & Terrazzo Finishers Journey Level $35.93 5A 1M View Franklin Traffic Control Stripers Journey Level $50.51 7A 1K View Franklin Truck Drivers Asphalt Mix Over 20 Yards $51.00 5D 1V 8M View Franklin Truck Drivers Asphalt Mix To 20 Yards $50.80 5D 1V 8M View Franklin Truck Drivers Dump Truck $50.80 5D 1V 8M View Franklin Truck Drivers Dump Truck & Trailer $51.00 5D 1V 8M View Franklin Truck Drivers Other Trucks $50.69 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and under $51.00 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $51.34 5D 1V 8M View Franklin Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $18.45 1 View Franklin Well Drillers & Irrigation Pump Installers Oiler $14.49 1 View Franklin Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 1 of 15 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 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. I. All hours worked on Sundays and holidays shall also 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. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 2 of 15 Overtime Codes Continued 1. 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. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. 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 approval 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 3 of 15 Overtime Codes Continued 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. B. All hours worked on holidays shall be paid at one and one-half 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. M. This code appears to be missing. 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. 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. 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. 3. 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. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. 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 work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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. K. 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 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. 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. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. 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 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. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 4 of 15 Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. 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 Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) 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 will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the 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. 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 Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. 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. G. All hours worked on Saturdays 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. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double 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 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 5 of 15 Overtime Codes Continued 4. J. The first eight (8) hours worked on a 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 a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. 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. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. 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. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. 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. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 6 of 15 Overtime Codes Continued 4. X. 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. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. 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. 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. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. 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. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. 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. B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday 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. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 7 of 15 Overtime Codes Continued 11. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. F. 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 Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8) hours. 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. G. 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 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. 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 nine (9) hours or more. When an employee returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine (9) hours rest period. H. 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 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. 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 ten (10) hours or more. When an employee returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period. Overtime Codes Continued Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 8 of 15 11. I. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional two dollar ($2.00) per hour for all hours worked that shift. 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). 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). 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. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 9 of 15 Holiday Codes Continued R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). 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. 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 Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). 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). 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. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 10 of 15 Holiday Codes Continued 7. F. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. 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). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 11 of 15 Holiday Codes Continued 7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 12 of 15 Holiday Codes Continued 7. Q. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. 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). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday (New Year’s Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday; should they fall on a Sunday, the following Monday shall be considered as the holiday. I. Holidays: New Year's Day, President’s Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 13 of 15 Note Codes 8. 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. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. 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 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 14 of 15 Note Codes Continued 8. X. 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. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 (Updated 12/14/2021) 15 of 15 Note Codes Continued 9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. 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. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. 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 01/05/2022 Edition, Published January 5, 2022 1 X X X X X X X 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 01/05/2022 Edition, Published January 5, 2022 2 X X X X X X X X X 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, 1L, 1P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 01/05/2022 Edition, Published January 5, 2022 3 X X X X X X X X X X 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 X 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. X 23. Valve Vault - For use with underground utilities. See Contract Plans for details. X 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 X Supplemental to Wage Rates 01/05/2022 Edition, Published January 5, 2022 4 X X X X X X X 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. Plan. X Supplemental to Wage Rates 01/05/2022 Edition, Published January 5, 2022 5 X X X X X X X X 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. X 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 01/05/2022 Edition, Published January 5, 2022 6 X X X X X ,m ec 18 18 X X X X X X 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 46. Asphalt Covered by WAC 296-127-0 Covered by WAC 296-127-0 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 01/05/2022 Edition, Published January 5, 2022 7 X X X X X X X X X X 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 Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 01/05/2022 Edition, Published January 5, 2022 8 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.  Building Service Employees  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 01/05/2022 Edition, Published January 5, 2022 9 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 01/05/2022 Edition, Published January 5, 2022 10 (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 01/05/2022 Edition, Published January 5, 2022 11 Construction Drawings 2+00 3+00 4+00 5+00 6+00 7+00 9+00 10+00 11+00 12+00 13+00 23+00 0+00 8+00 1+00 LOCATION MAP-CITY OF PASCO 1 3 PLAN & PROFILE STA: 0+39 TO STA: 4+72 2 NTS 4 5 6 7 8 PLAN & PROFILE STA: 4+72 TO STA: 9+04 PLAN & PROFILE STA: 9+04 TO STA: 13+37 VICINITY MAP NTS SITE COVER SHEET SHEET INDEX SHEET TITLEREV NO.SHEET NO. GENERAL NOTES SITE PHOTOGRAPHS N DETAILS DETAILS CITY OF PASCO WATER MAIN REPLACEMENT MAPLE DRIVE (RD. 100 TO RD. 104) PROJECT NUMBER: 20030 SITE BASIN DISPOSAL VICTOR FLORES (509) 547-2476 CASCADE NATURAL GAS JODY ADAMS (509) 735-5564 CENTURY LINK EMAIL relocations@centurylink.com CHARTER COMMUNICATION TONY CAMPOS (509) 572-0537 CITY OF PASCO, ENGINEERING KENT MCCUE (509) 545-3444 CITY OF PASCO, PUBLIC WORKS OPERATIONS KIM HOLST (509) 545-3084 FRANKLIN COUNTY IRRIGATION DISTRICT JOHN BURNS (509) 547-3831 FRANKLIN PUD AARON GONZALEZ (509) 546-5953 PASCO SCHOOL DISTRICT, TRANSPORTATION SHARON RATCLIFFE (509) 547-2510 CONTACTS COVER SHEETISSUED FOR BID 01/21/2022 JP/LBS JP KM N/A N/A 1 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call N 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N GENERAL NOTES MISCELLANEOUS UNDERGROUND UTILITIES UTILITIES IN PRIVATE PROPERTY “” UNDERGROUND GAS UTILITIES UNDERGROUND ELECTRIC AND COMMUNICATION UTILITIES GARBAGE SERVICE PAVING POTABLE WATER FIRE HYDRANT RESTRAINT SURVEY WATER METER & METER BOX REPLACEMENT ABBREVIATIONS LEGEND WATER EXISTING PROPOSED SEWER IRRIGATION NATURAL GAS POWER DATA ROAD GENERAL GENERAL NOTESISSUED FOR BID 01/21/2022 JP/LBS JP KM N/A N/A 2 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call 49510S F E TTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N MAPLE DR 2+00 3+00 4+001+00 N STA 1+38 LTPROP 1" WASTA 0+99 RTPROP 1" WASTA 2+24 RTPROP 1" WASTA 2+75 LTPROP 1" WASTA 3+38 RTPROP 1" WASTA 3+81 LTPROP 1" WAMATCHLINE THIS SHEET STATION 4+72PLAN & PROFILESTA 0+39 TO STA 4+72KEY NOTES 3 3 3 3 3 3 STA 0+70 RTPROP 8" GATE VALVESTA 4+44 RTPROP HYD 6"& GATE VALVE0 20 40 STA 0+60CONN TO EXIST MAINSTA 0+79 RTPROP 45° BENDSTA 0+86 RTPROP 45° BENDISSUED FOR BID 01/21/2022 JP/LBS JP KM 1"= 20' 1"= 2' 3 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N MAPLE DR 5+00 6+00 7+00 9+008+00 N MATCHLINE THIS SHEET STATION 4+72MATCHLINE THIS SHEET STATION 9+040 20 40 ISSUED FOR BID 01/21/2022 JP/LBS JP KM 1"= 20' 1"= 2' 4 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call PLAN & PROFILESTA 4+72 TO STA 9+0449510S F E TTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N KEY NOTES MAPLE DR9+00 10+00 11+00 12+00 13+00 R D . 1 0 0 N PLAN & PROFILESTA 9+04 TO STA 13+370 20 40 ISSUED FOR BID 01/21/2022 JP/LBS JP KM 1" = 20' 1" = 2' 5 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.CallMATCHLINE THIS SHEET STATION 9+0449510S F E TTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N KEY NOTES HMA PAVEMENT REPAIR NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCH SURFACE RESTORATION BEYOND THE LIMITS SHOWN, INCLUDING WIDER TRENCH SECTIONS RESULTING FROM LAYING BACK TRENCH SIDES AT THE CONTRACTORS OPTION. 2.NO AREA REQUIRING ASPHALT CONCRETE SURFACING REPAIR SHALL REMAIN UNPAVED FOR MORE THAN FIVE WORKING DAYS FOLLOWING INITIAL EXCAVATION. 3.ALL THICKNESSES ARE COMPACTED DEPTHS. (MIN) 1'-6"1'-6"1'-6" PAID HOT MIX ASPHALT PATCH LIMITS SYMMETRICAL ABOUT ℄ OF PIPE COMPACTED BACKFILL SAWCUT STRAIGHT EDGE PRIOR TO REPAIR EXISTING PAVEMENT SURFACING DEPTH VARIES PAID EXCAVATION LIMITS SAWCUT STRAIGHT EDGE PRIOR TO REPAIR 3" HMA, CL. 1/2" PG 64S-28* 10" CRUSHED SURFACING BASE COURSE ALTERNATE BACKSLOPE AT CONTRACTORS OPTION TAPPING SLEEVE AND VALVE EXISTING WATER MAIN RESILIENT SEATED GATE MJ X FL TAPPING VALVE, SEE SPECIFICATIONS COUPLING ADAPTER AS REQUIRED BY PIPE SIZE AND TYPE TAPPING SLEEVE SEE SPECIFICATIONS 2' MIN. MINIMUM 10' LONG TRENCH TO ALLOW FOR CITY TAPPING MACHINE TRENCH LIMIT NOTES: 1.CONTRACTOR TO DIG & VERIFY PIPE SIZE AND MATERIAL PRIOR TO ORDERING MATERIALS. 2.MATERIALS TO BE ON THE JOB PRIOR TO SCHEDULING SHUTDOWNS OR TAPS. UP TO 48 HOURS NOTICE SHALL BE REQUIRED TO SCHEDULE CITY CREWS FOR TAP. 3.MAXIMUM TAP TO EXISTING LINE NOT TO EXCEED 50% OF MAIN DIAMETER ON A.C. OR P.V.C. PIPE, EXCEPT C900/905. 4.FOR D.I., C.I. STEEL AND C-900/905 SIZE ON SIZE TAPPING TEES AND SADDLES ON MAINS SHALL BE TAPPED 1/2" UNDERSIZED. 5.CONTRACTOR TO EXCAVATE, INSTALL TAPPING SLEEVE AND VALVE PRIOR TO CITY CREW ARRIVAL, CITY CREW WILL COMPLETE TAP, TAP FEE MAY BE REQUIRED. CONTRACTOR SHALL SUPPLY PROPER SLOPING/SHORING, ALONG WITH TABULATED DATA, PRIOR TO CITY CREW ARRIVAL. 6.ONCE IN SERVICE, WATER SHALL NOT BE TURNED OFF WITHOUT APPROVAL FROM CITY ENGINEER OR CITY FIELD DIVISION MANAGER. 7.IF WATER MAIN IS LESS THAN 6" DIAMETER, A CUT-IN TEE SHALL BE USED. FINISH GRADE NOTES: 1. IF METER NOT INSTALLED, A PVC JUMPER CUT TO THE SIZE AND THREAD OF THE APPROPRIATE SERVICE SHALL BE PLACED BETWEEN ANGLE METER STOP AND METER CHECK VALVE. DRILL TWO 3/16" HOLES IN JUMPER. 2.SEE DWG. W-20 FOR BEDDING. 3.BOXES TO BE SET PERPENDICULAR TO THE STREET, TOP OF BOX LEVEL WITH TOP BACK OF SIDEWALK. 4.ATTACH THE TWO BOX SECTIONS TOGETHER WITH #14 X 2-1/2" HEX WASHER HEAD ZINC COATED SELF TAPPING SCREW AT 2 EQUALLY SPACED LOCATIONS ON THE LONG SIDE. SPREADER BAR TO BE BETWEEN THE TWO BOXES. 5.ALL SERVICE CONNECTIONS TO WATER MAIN, EXCEPT TO DUCTILE IRON PIPE CLASS 52 OR STRONGER SHALL BE MADE USING SADDLES AS SPECIFIED AND BE OF THE SIZE AND TYPE SUITABLE FOR USE WITH THE PIPE BEING INSTALLED. 6.WATER SERVICE TAIL PIECE SHALL BE EXTENDED TO THE PROPERTY LINE OR EASEMENT LINE, WHICHEVER IS FURTHER, AND MARKED WITH AN 8' TREATED 2x4 INSIDE AN 8' STEEL STUD, PAINTED BLUE, EXTENDING 36-48" ABOVE FINISHED GROUND SURFACE. MARKER BOARD TO BE CUT OFF FLUSH WITH THE GROUND IN ALREADY ESTABLISHED AREAS. 7.WATER METER BOX TO HAVE 18" CLEARANCE FROM ANY CONCRETE OR ASPHALT DRIVEWAY, SIDEWALK, ETC. 8.DO NOT BURY ANGLE METER STOP BEFORE INSTALLING METER BOX. 9.NO COUPLINGS FROM MAIN TO ANGLE METER STOP OR FROM ANGLE METER CHECK TO TERMINATION AT EASEMENT LINE. 10.COPPER SERVICE TO BE SET TO GRADE BEFORE WATER IS TURNED ON. 11.BACKFLOW PREVENTION SHALL BE A REDUCED PRESSURE BACKFLOW ASSEMBLY FOR COMMERCIAL WATER SERVICES. THIS REQUIREMENT MAY BE REDUCED OR WAIVED UPON WRITTEN REQUEST TO THE CITY ENGINEER. BACKFLOW ASSEMBLY AND FITTINGS ARE TO BE LEAD FREE. 12.PROPERTY OWNER RESPONSIBLE FOR ACCESS TO VALVE (VALVE BOX/CAN) AND FREEZE PROTECTION. SEE SPECIFICATIONS. 13.THESE BACKFLOW PREVENTION ASSEMBLY INSTALLATION STANDARDS REFLECT MINIMUM REQUIREMENTS TO COMPLY WITH WASHINGTON DEPARTMENT OF HEALTH REGULATIONS (WAC 246-290-490) AND UNIFORM PLUMBING CODE. UNAPPROVED DEVIATION MAY RESULT IN THE CITY REJECTING THE INSTALLATION AND THE CERTIFICATE OF OCCUPANCY AS WELL. ALL REQUESTS FOR DEVIATION TO THESE STANDARDS MUST BE SUBMITTED IN WRITING AND APPROVED BY THE CITY'S CROSS CONNECTION SPECIALIST.42" MIN.30° - 45° 1" METER CHECK VALVE, SEE SPECIFICATIONS SEE NOTE 1 1" ANGLE METER STOP, SEE SPECIFICATIONS SEE NOTE 3 SEE NOTE 4 EXTEND PLAIN END TAIL PIPE. SEE NOTE 7 1" "K" TYPE COPPER PIPE METER BOX, SEE SPECIFICATIONS WATER MAIN PVC TAP, WITH HORIZONTAL S-CURVE SERVICE SADDLE, SEE SPECIFICATIONS CORPORATION STOP, SEE SPECIFICATIONS DUCTILE TAP ONLY 1" "K" TYPE COPPER PIPE 12" 36"42" MIN.6" WATER MAIN 1" PVC JUMPERTO BUILDING 1"x1" THxSLP 3/16" HOLES 2 EACH 11" WHITE INTERNAL LINER SCREW SPREADER BAR 11"WATER MAINSIDEWALK18"R/W LINECURB FACETO HOUSE/BUSINESS TO IRRIGATION SYSTEM (IF APPLICABLE)UTILITY ESMT.BACKFLOW PREVENTOR, LOCATE OUT OF R/W OR ESMT. IRRIGATION CONNECTION ONLY IF NO IRRIGATION SERVICE IS AVAILABLE AND SHALL BE LEAD FREE 24"-36" 36" R.S. VALVE WATER SERVICE METER BOX WATER MAIN WATER LID DETAIL EXTENSION PIECE DETAIL UNIMPROVEDIMPROVED MATCH NEW HMA WITH EXISTING HMA (CONCRETE COLLAR IN UNIMPROVED AREAS) SEE LID DETAIL SEE EXTENSION PIECE DETAIL VALVE OPERATING EXTENSIONS SHALL BE INSTALLED TO PROVIDE A 4 FOOT OPERATING DEPTHTRACER WIRE #12 GAUGE COPPER WIRE WITH UF INSULATOR COLOR BLUE 2" GAP TIGHTLY WRAP WIRE 3 FULL TURNS BELOW VALVE OPERATOR FLANGE ON GATE VALVE AND AGAINST VALVE BODY ON B.F. VALVES. ATTACH WIRE TO CENTER OF PIPE AT MIN. 6' INTERVALS AND AT BENDS WITH DUCT TAPE MARKED WITH RAISED LETTERS ('WATER' OR 'IRR', AS APPROPRIATE), SEE SPECIFICATIONS TRACING WIRE SPLICE KIT, SEE SPECIFICATIONS 6" MIN.6" MIN. 12" 18" 24" 36" 6" MIN. 24" VARIES NOTES: 1.BUTTERFLY VALVES SHALL BE ORIENTED SUCH THAT THE OPERATING NUT AND VALVE BOX SHALL BE NEAR THE CENTERLINE. 2.SEE DWG. NO. W-20 FOR BEDDING. IRR 2.5" COMMERCIAL HMA 4" MIN. CONCRETE 6" MIN. CLASS 3000 CONCRETE COLLAR WITH LIGHT BROOM FIINISH 6" MIN. VERTICAL THRUST BLOCKS REBAR EMBEDMENT HOOK SIZE DEPTH SIZE # 4 11"6" # 5 14"7.5" # 6 17"9" # 8 22"12" SADDLE THRUST BLOCK SEE DWG. NO. W-9 NOTES: 1.THRUST BLOCKING TO BE STRUCTURAL CONCRETE PER SPECIFICATIONS. MAX. SLUMP OF 4". 2.THE TABULATIONS ARE BASED UPON A MAXIMUM WATER PRESSURE OF 150 PSI AND A SAFE BEARING CAPACITY OF 2,000 LBS. PER SQ. FOOT ADJUST FOR OTHER VALUES OF PRESSURE. 3.KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. 4.ALL THRUST BLOCKS MUST BE FORMED WITH PLYWOOD OR OSB AND INSPECTED. BY C.O.P. WATER DEPARTMENT. 5.JOINTS TO BE WRAPPED POLYETHYLENE 3 MIL. 6.MECHANICALLY RESTRAINED PIPE AND FITTINGS MAY BE USED IN LIEU OF THRUST BLOCKING, SEE SPECIAL PROVISIONS 7-09.3(21). A(FT)B(FT)C(IN) 6" & UNDER 2 1 1.5 8 8"2 1 1.5 8 10"2 1.5 1.5 12 12"4 1.5 1.5 12 16"4 2 1.5 16 18"4 2.5 2 20 20"6 3 2 24 24"8 3.5 2 24 TOP VIEW SIDE VIEW B C 2 4 6 9 15 19 24 34 FUTURE WATERLINE END CAP3/4" SHACKLE RODS, GALVANIZED FUTURE WATERLINE END CAP ROD "L" SEE NOTE 1 3/8" REBAR UNDISTURBED EARTH, TRENCH WIDTH VARIES REBAR CAGE PIPE DIAMETER SHACKLE RODS REQUIRED BEARING AREA(SF) DIMENSIONS MINIMUM BEARING AREA OF THRUST BLOCK IN SQ. FEET (BASED ON 2,000 P.S.F. SOIL BEARING CAP) A A A A SECTION A - A 10' NOTES: 1.THE LENGTH OF RODS "L" SHALL BE 10 FEET MINIMUM OR AS DIRECTED BY THE CITY ENGINEER. 2.CONCRETE SHALL BE PER THE SPECIFICATIONS. 3.RESTRAINED JOINTS (MEGA-LUG AND/OR FIELD LOC GASKETS) MAY BE USED OR SHALL BE REQUESTED TO BE USED AT THE DIRECTION AND PERMISSION OF THE CITY ENGINEER. B B B TRENCH SURFACING REPAIR ST-3 CITY OF PASCO - STANDARD DETAIL TAPPING WATER MAIN W-1 W-2RESIDENTIAL AND 1" COMMERCIAL WATER SERVICECITY OF PASCO - STANDARD DETAIL CITY OF PASCO - STANDARD DETAIL CAST IRON VALVE BOX W-4 CITY OF PASCO - STANDARD DETAIL CONCRETE THRUST BLOCKING W-8 CITY OF PASCO - STANDARD DETAIL SADDLE THRUST BLOCKING W-9 DETAILSISSUED FOR BID 01/21/2022 JP/LBS JP KM NTS NTS 6 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALENOT TO SCALENOT TO SCALE 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N WATER SERVICE 6" WATER MAIN SEE DWG. NO. ST-3 FOR TRENCH SURFACING REPAIR DETECTABLE MARKING TAPE VERTICAL TRENCH WALL TRACER WIRE PIPE ZONE BEDDING PER SPECIFICATIONS, OR AS APPROVED BY CITY. WATER MAIN TRENCH BACKFILL MATERIAL MUST BE COMPACTED TO 95% OR MIN. (ASTM D698) 2' TACK AROUND EXISTING PAVEMENT PIPE BEDDING ALL AROUND MUST BE COMPACTED TO 95% MIN. (ASTM 698) CORPORATION STOP NOTES: 1.THIS STANDARD IS ACCEPTABLE FOR DEPTHS UP TO 14 FEET. PIPES THAT EXCEED 14 FEET SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS FOR BEDDING. 2.TRENCH SHALL BE EXCAVATED TO ACCOMMODATE PIPE BELL. 6" DUCTILE IRON TAP PVC TAP PIPE ZONE 6" TRENCH BEDDING MATERIAL MUST BE COMPACTED TO 95% OR MIN. (ASTM D698) PAID EXCAVATION LIMITS 6"R/W LINENOTES: 1.HYDRANTS SHALL BE PER THE SPECIFICATIONS. 2.HUB & FLANGE CASTING. (SEE SPECIFICATIONS). 3.HYDRANTS SHALL BE HOODED UNTIL OPERATIONAL. 4.HYDRANTS SHALL FACE THE STREET UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5.TRACER WIRE FROM MAIN TO FIRE HYDRANT. (BLUE INSULATION) 6.USE OF HYDRANT EXTENSIONS MUST BE APPROVED IN WRITING BY THE CITY ENGINEER. NOT TO BE USED IN NEW INSTALLATIONS. 7.SEE GUARD POST REQUIREMENTS DWG. NO. W-12. 8.REMOVE CHAINS FROM CAPS. STORZ CABLE TO REMAIN. 9.MECHANICAL RESTRAINT WILL BE PROVIDED IN LIEU OF THRUST BLOCKS CONTINUOUSLY FROM THE HYDRANT THROUGH THE 6 INCH BRANCH OF THE TEE. HYDRANT - PAINTED OSHA SAFETY YELLOW 5" STORZ ADAPTER WITH CAP PER SPECIFICATIONS COMPACTED BACK FILL TO 95% (ASTM D698) PLACE MINIMUM OF 2 C.F. OF 2" MINUS DRAIN ROCK FILTER FABRIC SEPARATING DRAIN ROCK AND NATIVE SOILS CONCRETE BASE BLOCK 12"x12"x4" WEEP HOLE, DO NOT COVER WITH CONCRETE BASE 6" PIPE, ROMAC GRIP RINGS AT ALL JOINTS 6" GATE VALVE MJxFL BOLT TO TEE OR TAPPING SLEEVE WATER MAIN THRUST BLOCK PER DWG. NO. W-8 VARIABLE TYPICAL SIDEWALK VALVE BOX EXTENSION SEE DWG. NO. W-4TYPICAL CURB AND GUTTER VALVE BOX PER DWG. NO. W-4 SEE NOTE 5 12" HYDRANT PLACEMENT WITHIN CITY R/W OR WITHIN UTILITY EASEMENT 24" MAX. 3' - 6" MIN. 3-6" DIAMETER AROUND HYDRANT MUST BE LEVEL EXCAVATION LIMITS 2"-8" ABOVE ADJACENT GROUND ELEVATION ROMAC GRIP RING MJ ACCESSORY KIT ROMAC GRIP RING MJ ACCESSORY KIT SEE NOTE 2 TYPICAL WATER TRENCH SECTION FIRE HYDRANT INSTALLATION W-10 R Know what's below. before you dig.Call DETAILSISSUED FOR BID 01/21/2022 JP/LBS JP KM NTS NTS 7 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)FINISH GRADE NOTES: 1.CENTER OF GUARD POST TO BE SET 3' - 6" FROM HYDRANT CENTER NUT. 2.GUARD POSTS OUTSIDE OF THE RIGHT-OF-WAY ARE NOT REQUIRED IF THE FACE OF A MINIMUM SIX-INCH HIGH CURB IS LOCATED A MINIMUM OF 3' - 0" HORIZONTALLY FROM THE HYDRANT CENTER NUT. 3.DO NOT INSTALL GUARD POST IN LINE WITH HYDRANT PORTS. 4.CONCRETE SHALL BE PER SPECIFICATIONS. 5.GUARD POSTS SHALL BE PLUMB. 6.GUARD POSTS SHALL BE PAINTED OSHA YELLOW. TYPICAL GUARD POST REQUIREMENTS. OTHER CONFIGURATIONS MAY BE REQUIRED BY THE CITY ENGINEER, SUBJECT TO FIELD CONDITIONS. FILLED WITH CLASS 3000 CEMENT CONCRETE 6" DIA. x 6' LONG. SCH. 40 STEEL MIN. 18" DIA. CONCRETE FOOTING STEEL CAP GUARD POST W-12 NOT TO SCALE NOT TO SCALE NOT TO SCALE 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N SITE PHOTOGRAPHSDESIGN ONLY 01/21/2022 JP/LBS JP KM NTS NTS 8 820030WATER MAIN REPLACEMENTMAPLE DRIVE (RD. 100 TO RD. 104)R Know what's below. before you dig.Call 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N