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HomeMy WebLinkAboutArrow Concrete & Asphalt Specialties - MN3-OV-9R17-00 - 2017 Trail Rehabilitation Contract, Project 17020CONTRACT DOCUMENTS 2017 Trail Rehabilitation Project No. 17020 Contract No, MN3-OV-911-17-00 COPY I 1 �.' 2017 Trail Rehabilitation Project No. 17020 Contract No. MN3-OV-9R-17-00 TABLE OF CONTENTS 2017 Trail Rehabilitation Project No. 17020 Contract No. MN3-OV-911-17-00 INVITATIONFOR BIDS...............................................................................................................AD-1 VICINITY MAP INFORMATION FOR BIDDERS: StandardSpecifications........................................................................................................................... IB -1 Qualificationof Bidders..........................................................................................................................IB-1 .......................................................... SD -1 Water.......................................................................................................................................................1 13-1 Submissionof Bid Proposal.....................................................................................................................IB-1 NC -1 Scheduleof Events .......... ........................................................................................................................ IB -2 PROPOSAL: BidProposal.............................................................................................................................................. P-1 SubcontractDisclosure........................................................... ...... .......................................................... SD -1 BidBond.................................................................................................................................................BB-1 Non -Collusion Declaration.................................................................................................................... NC -1 CONTRACT: Contract................................................................................................................................................. CO -1 PerformanceBond.................................................................................................................................. PB -1 StateWage Rate Reference.............................................................................................................. SWRR-1 SPECIAL PROVISIONS City of Pasco Special Provisions.............................................................................................................. SP -1 AMENDMENTS City of Pasco Amendment to the Standard Specifications, Division 1 .................................................... SS -1 City of Pasco Amendment to the Standard Specifications, Divisions 2 — 9 .......................................... SS -23 STANDARD DRAWINGS CONSTRUCTION DRAWINGS TOC INVITATION FOR BIDS 2017 Trail Rehabilitation Project No. 17020 Contract No. MN3-OV-9R-17-00 The City of Pasco, Washington is inviting and requesting bid proposals for the 2017 Trail Rehabilitation project. This project involves sealing and patching cracks and defects and repaving sections of the pedestrian trails in various areas. Bid documents, including plans and specifications (electronic/PDF format only), may be obtained immediately through City's web page at htty://nasco-wa.govBids.asl)x . Bids shall be addressed to the Mayor and the City Council and will be received at the City Clerks Office, first floor of City Hall, 525 North 3rd Avenue, Pasco, Washington, up to the hour of 3:00 pm, October 25, 2017 and then shall be opened in the City Council Chambers located on the first floor of the City Hall Building. At the time and date stated, the bids will be publicly opened and read aloud. Bids are to be submitted only on forms provided in the specifications. 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 or highest bid. Technical questions regarding the scope of this project should be put in writing and directed to Brian 011e, Project Manager, City of Pasco, Public Works, 525 N. 3" Avenue, PO Box 293, Pasco, WA 99301, Email: olleb@pasco-wa.gov. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.10. The City of Pasco in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City Council 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. 2017 TRAIL REHABILITATION -1-182 TRAIL VICINITY MAP References — Project Trail MMIO INFORMATION FOR BIDDERS INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2016 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, the City of Pasco Standard Amendments, 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 2016 Standard Specifications for Road, Bridge and Municipal Construction. 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 Chapter 14.10 'Qualification for Public Works Construction'. The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.10. 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 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 IB 1 of 3 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 pre -qualified in accordance with PMC 14.10 (Sec. 1-02.1). Bids will be received at the Office of the City Clerk. The envelopes containing the bids must be sealed, addressed to the Mayor and City Council at 525 N. Third Avenue Pasco, WA 99301 and shall clearly indicate the company name and project for which they are intended. The proposal forms to be completed for the bid package include: the Proposal (Sec. 1-02.6), the Bid Bond, the Non -Collusion Declaration (Sec. 1-02.8(1)), the Subcontract Disclosure (Sec. 1-02.6), and Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures (Sec. 1-02.6). 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 60 days after the actual date of the opening thereof (Sec. 1- 03.2). Bids will be accepted from Contractors who are on the City maintained list of responsible contractors eligible to perform services as governed by PMC 14.10, and who have obtained bid documents directly from the City of Pasco Engineering Division. 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 IB 2 of 3 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 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 approved Intent form; nor may not release retainage until the Contractor and all sub -contractors have submitted the approved Affidavit forms. IB3of3 PROPOSAL Bid Proposal Subcontract Disclosure Non -Collusion Declaration BID PROPOSAL 2017 TRAIL REHABILITATION PROJECT NO. 17020 CONTRACT NO. MN3-OV-9R-17-00 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at CH/AWANA AND I-182 TRAILS And has carefully examined specifications, plans, laws, and ordinances covering APPROXIMATELY 5 6 MILES OF TRAIL REHABILITATION AT LOCATIONS SHOWN ON PLANS 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 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. SP = Special Provision SS = Standard Soecification BASE BID ITEM QUANTITY UNIT PAY ITEM DESCRIPTION UNIT PRICE TOTAL PRICE 1 1 LS SSI -09.7 Mobilization $15,000.00 $15,000.00 2 3000 LF SP 5-04.5 Crack/Joint Sealing $3.30 $9,900.00 3 5500 GAL SP 5-04.5 Asphalt Patching $24.00 000.004 $132,00-0-0-0- 4 26300 BY SP 5-04.5 Asphalt for Fog Seal $0.75 $19,725.00 5 1 LS SP1 -10.4 Project Temporary Traffic Control .$I01000.001$10,000.00 TOTAL BASE PRICE: $186,625.00 ADDITIVE ALTERNATIVE #1 1 400 LF SP 8-02.5 Root Barrier $30.00 $12,000.00 2 3 EA SP 8-02.5 Tree Removal $2,750.00 $8,250.00 3 1600 SY SP 2-03.5 Roadway Excavation Incl. Haul $18.00 $28,800.00 4 1600 BY SP 1-04.5 Crushed Surfacing Base Course (4) $27.65 $44,240.00 5 190 TONS SP 5-04.5 HMA CI. 3/8in PG 64-28 (2") $255.00 $48,450.00 TOTAL ALTERNATIVE PRICE: $141,740.00 TOTAL PROPOSED PRICE = BASE + ALTERNATIVE #1 $328,365.00 The successful bidder will be determined by the lowest total of the base price bid. Bidders shall also provide a proposed price for Alternative #1. The City of Pasco will determine if the alternative is in the City's best interest and adjust the final contract amount on that basis. P-1 2017 TRAIL REHABILITATION PROJECT NO. 17020 CONTRACT NO. MN3-OV-9R-17-00 The Proposal Form, Bid Bond, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer 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 all work should be completed within thirty (30) working days. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order 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, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) A)OA_1 C , & _ DATED AT Spokane Valley THIS 25th DAY OF October 2017 SIGNED: h t R --M /JI (�[.vlJ-ate_/ TITLE: Q� U ' Y.Z-t`S t'E.,1T— PRINTEDNAME: DeniseMLawless NAME OF COMPANY: Arrow Concrete and Asphalt Specialties ADDRESS: 9915 E "Trent Avenue, Spokane Valley, WA 99206 TELEPHONE: 509.922.7847 STATE CONTRACTOR'S LICENSE NO.: ARROWCA054NP P-2 7 SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS None 2) None (Plumbi 3) None UBI # List Item Number and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately 0% percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: Crack/joint Sealing, Asphalt Patching, Root Barrier, Tree Removal, Roadway Excavation, Installation of Crushed Surfacing Base, HMA, Asphalt Fog Seal, and Traffic Control FIRM: Arrow Concrete and Asphalt Specialties NAME: Denise M. Lawless - Vice -President ADDRESS: 9915 E Trent Avenue, Spokane Valley, WA 99206 TELEPHONE: 509.922.7847 EMAIL: josh@asphaltsupply.net/rick@asphaltsupply.net SD -1 KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Arrow Concrete & Asphalt Specialties Inc as Principal, and Travelers Casualty and Surety Company of America as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of ***Five Percent of Contractors Bid Amount*** (5%) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this 25th day of October _,2017 . The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the 2017 Trail Rehabilitation Project No. 17020 Contrart No MN3-CIV-cR-17-00 NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and thesepresents to be si ned by their proper officers, the day and year first set forth above. Arrow Concrete & Asphalt Specialties Inc Il _ »L9Aal kA_�Travelers Casualty and Surety Company of America Wrhcipal Surety By: Shelly Do van, Attorney In Fact IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. S ' POWER OF ATTORNEY TRAVELER Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 232364 Certificate No. 007288008 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint ]met M. Fenton, Michael J. Moloney, Tim Warner, Mark L. Ruff, Jeff O'Neill, Patricia M. Wachter, Nicholas W. Paget, Shawn M. Wilson, Lauren E. Richardson, Edward G. Tabish, Adam P. Griffith, George C. Schroeder, Shelly Donovan, and Patrick McLaughlin of the City of Spokane , State of Washington , their one and lawful Attomey(s)-in-Pact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of July 2017 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 6th St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company �GL54�i ON AaE 6 Cs e2 Fo'� t cores. a o•SHALsiE m �' �+ses�weE s.. State of Connecticut City of Hartford as. Robert L. Raney, Senior Vice Resident On this the 6th day of July 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p.Tlt In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021. O AUBU�S 58440-5-16 Printed in U.S.A. `c wkk C. tl� Marie C. Tareault, Notary Public NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NC -1 BID PROPOSAL 2017 TRAIL REHABILITATION PROJECT NO. 17020 CONTRACT NO. MN3-OV-9R-17-00 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at CHIAWANA AND 1-182 TRAILS And has carefully examined specifications, plans, laws, and ordinances covering APPROXIMATELY 5 6 MILES OF TRAIL REHABILITATION AT LOCATIONS SHOWN ON PLANS 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 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 SP= Snecial Prnvi�inn RR=Standard BASE BID ITEM QUANTITY UNIT PAY ITEM DESCRIPTION UNIT PRICE TOTAL PRICE 1 1 LS SSI -09.7 Mobilization 2 3000 LF SP 5-04.5 Crack/Joint Sealing 3 5500 GAL SP 5-04.5 Asphalt Patching 4 26300 SY SP 5-04.5 Asphalt for Fog Seal 5 1 LS SP 1-10.4 Project Temporary Traffic Control TOTAL BASE PRICE: ADDITIVE ALTERNATIVE #1 1 400 LF SP 8-02.5 Root Barrier 2 3 EA SP 8-02.5 Tree Removal 3 1600 SY SP 2-03.5 Roadway Excavation Incl. Haul 4 1600 SY SP 1-04.5 Crushed Surfacing Base Course (4) 5 190 TONS SP 5-04.5 HMA CI. 3/81n PG 64-28 (2") TOTAL ALTERNATIVE PRICE: TOTAL PROPOSED PRICE = BASE + ALTERNATIVE #1 The successful bidder will be determined by the lowest total of the base price bid. Bidders shall also provide a proposed price for Alternative 91. The City of Pasco will determine if the alternative is in the City's best interest and adjust the final contract amount on that basis. P-1 2017 TRAIL REHABILITATION PROJECT NO. 17020 CONTRACT NO. MN3-OV.9R-17-00 The Proposal Form, Bid Bond, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer 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 all work should be completed within thirty (30) working days. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order 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, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) , DATED AT THIS DAY OF SIGNED: PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: STATE CONTRACTOR'S LICENSE NO.: P-2 2017. SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS UBI # List Item Number 1) (Electrical) 2) (Plumbing) and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: NAME: ADDRESS: TELEPHONE: EMAIL: SDA BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this day of 20_. The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal Surety By: IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. E3e�il NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NC -1 CONTRACT REGULATIONS Contract Performance Bond State Wage Rate Reference CONTRACT 2017 Trail Rehabilitation Project No. 17020 Contract No. MN3-OV-9R-17-00 STATE OF WASHINGTON ss COUNTY OF FRANKLIN This agreement and contract made and entered into in triplicate this 14k day of , 2017, by and between the City of Pascoa municipal corporation, hereinafter called the City and A'ce C' Z)0 �—a- � £ My k V SP, c, hereinafter called the Contractor WITNESSETH: That whereas, the City has caused to be prepared certain plans and specifications for improvements in and for the City of Pasco and the Contractor did on the day of t7c.ka�xr , 2017 file with the Office of the City Clerk of the City of Pasco, Washington, a Proposal to furnish all equipment, labor, materials and appurtenances and to pay for the same, and agreed to accept for and in full consideration of the sums fully stated and set forth in said Proposal as full compensation for the completed work. WHEREAS, the said plans, specifications and proposal fully and accurately described the terms and conditions upon which the contractor proposes to furnish said equipment, labor, tools, materials and appurtenances and perform work, together with the manner and time of furnishing the same. It is therefore agreed, first that a copy of said specifications, plans and proposal, filed as aforesaid on the S� day of Ci( -Vo a.. -'C , 2017 be attached hereto and the same are hereby made the items and conditions of this agreement by and between the City and Contractor in all matters and things therein set forth and described; and further that the City and the Contractor accept and agree to the terms and conditions of said plans, specifications and proposal as filed as completely as if said terms and conditions and plans are herein set out in full. In witness whereof the parties hereto have caused this agreement to be executed the day and year herein above written this -Jt!�j day of flV cy 2017. CITY OF PASCO p �« Dave Zabe I, ager Contractor Signature ATTEST(/)&o- z� �Qr ': S Irl R45�� SS Daniela Erickson, City Clerk By: Printed Name Approved as to form: City Attorney CO -1 PERFORMANCE BOND BOND TO THE CITy OF PASCO Bond #106800922 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Arrow Concrete & Asohalt Specialties Inc as principal, and Travelers Casualty and Surety Company ofAmerlca a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of 9186.625.00 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation Is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Datedat Spokane Washington, this Zth dayof_November 2017. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on October 31st . 2017, the Mayor and City Clerk of the Clty of Pasco have let or are about to let to the said Arrow Concrete & A uhalt Soecialties Inc the above bounden principal, a certain contract, the same contract being numbered MN3-OV 9R-17-00 and providing for 2017 Trail Rehabil tion (which contract is referred to herein and is made a part hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for In the manner and within the time set forth. NOW, THEREFORE, If the said Arrow Concrete & Asphalt Specialties Inc shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall Indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to For • rr ivelers Casualty and Surety Company of America A Surety Sh Donovan, Attorney In Fact PB -1 Arrow Concrete & Asphalt Specialties Inc / fir Y I'. 14A4--14-44-- 4--%t"`-44-- Contractor WITHOUT THE RED #I . POWER OF ATTORNEY TA "�% ELERS " Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surely Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 232364 Certificate No. 007288017 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Janet M. Fenton, Michael J. Moloney, Tim Warner, Mark L. Roff, Jeff O'Neill, Patricia M. Wachter, Nicholas W. Paget, Shawn M. Wilson, Lauren E. Richardson, Edward G. Tabish, Adam P. Griffith, George C. Schroeder, Shelly Donovan, and Patrick McLaughlin of the City of Spokane , State of Washington , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of July 2017 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 6th St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company F G r 6 4 'O �K..: MSh9 /'pair IN5U9gy i 4 pNty AhO a IY%„YN(ry _C�]IY'� 5 �Ca 19 nCovPoRAtfD� �4 �rtoxr^ne.E ypNN vaan.�:,r` t •/�/�- 1962 i r -xj HaalrnaJ, s a alIXlro s� M�� m 19$1 "SEAL CO. f P® cavx. 8 w 1896 r.� o. S / hay H� 'Qa T� State of Connecticut City of Hartford ss. Robert L. Raney, Senior Vice President On this the 6th day of July 2017 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p,TFT In Witness Whereof, I hereunto set my hand and official seal. � My Commission expires the 30th day of June, 2021. C+ p�Llp IF �s 58440-5-16 Printed in U.S.A. Marie C. Tetreault, Notary Public WARNING: THIS POWER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, SL Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a me and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. 7-,h IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of ti yOV t? ff) r i f V , 20 11. A - f /4 7 ` Kevin E. Hughes, Assistant Sec tary pati GLSU1l/. ��—'ATG P�1x3P v4N0 w � 1 L N"ma QC/ p a e�oxvoxgy� € n a6gRpaitED e.'� pPva3gr�t.n 1977 � — -:! xmrram, ncmroaa, ra a'�win ,.v _•_ ;.n tCaN. ¢ N 1996 ' SEAL o^f \ fir) r: o �i+.3�SSAL!w� o ......+ s aJi To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attomey-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. ------ 0"N A� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/7/2017 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Alliant Insurance Services Inc. 4ndre-Romberg 318 W Riverside Ave Ste 800 Spokane, WA 99201 INSURED ARROW CONCRETE & ASPHALT SPECIALTIES INC PO BOX 11133 SPOKANE, WA 99211 CERTIFICATE NAME: Leanne Green fAHCNN . Eer.(509) 624-3291 IA/c. Not: (509) 456-0294 INSURER B: Idaho State Insurance THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND (IONS OFSUCH POLICIES. LIM!IS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /NSR LTR TYPE OF INSURANCE ADDL INSD UB MD POLICY NUMBER POLICYEFF MM/DDNYVY) POLICY EXP (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS- DE FX] OCCUR X X EPP 0027282 12/3112016 12/3112017 EACH OCCURRENCE $ 1,000,000 PREMISES Ewe occurrDence $ 500,000 GEN'L _ MED EXP (Anyone person) $ 10,000 PERSONAL B ADV INJURY $ 1,000,00 AGGREGATE LIMIT APPLIES PER: PO - POLICY I -XI JECT D LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,066 $ A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIREDAUTOS AUTOS CAP5338712 12131/2016 12/31/2017 Es a acalCeDI SINGLE LIMIT $ 1,000,006 X BODILY INJURY (Per person) $ BODILY INJURY /Per accitlent ) $ PROPERTY DAMAGE $ Per accitlent) $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE EPP 0027282 12131/2016 12131/2017 EACH OCCURRENCE $ 5,000,00 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 0 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A 631965 07/01/2017 07101/2016 PER OTH- STATUTE ER E.L. EACH ACCIDENT $_ 1,000,000 E. L. DISEASE - EA EMPLOYEE $ 11000,00 E.L. DISEASE -POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space Is required) 2017 Trail Rehabilitation, project#17020, Contract MN3-OV-9R-17-00 :hy of Pasco is additional insured under the general liability for ongoing and completed operations of the named Insured as requried by written contract, (general liability is primary and noncontributory with waiver of subrogation and per project aggregate per forms attached. City of Pasco PO Box 293 Pasco, WA 99301 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (D 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD you or while performing duties related to d. Your legal representative if you die, but the conduct of your business. However, only with respect to duties as such. That none of these "employees" or "volunteer representative will have all your rights workers" are insureds for: and duties under this Coverage Part. (1) "Bodily injury" or "personal and ad- 3. Any organization you newly acquire or form, vertising injury": other than a partnership, joint venture or lim- partnersr to(if ited liability company, and over which you maintain ownership or majority interest, will members a you are qualify as a Named Insured if there is no other ship joint venture), to your r similar insurance available to that organiza- members (if you are a limited tion. However: ability company), to a co- "employee" while in the course a. Insurance under this provision is afforded of his or her employment or only until the 90th day after you acquire performing duties related to the or form the organization or the end of the conduct of your business, or to policy period, whichever is earlier; your other "volunteer workers" while performing duties related COVERAGE A. BODILY INJURY AND b. to the conduct of your business; PROPERTY DAMAGE LIABILITY does not apply to "bodily injury" or "property (b) To the spouse, child, parent, damage" that occurred before you ac- brother or sister of that co- quired or formed the organization; and "employee" or "volunteer worker" as a consequence of c. COVERAGE B. PERSONAL AND AD- Paragraph (1)(a) above; VERTISING INJURY LIABILITY does not apply to "personal and advertising injury" (c) For which there is any obligation arising out of an offense committed be- to share damages with or repay fore you acquired or formed the organi- someone else who must pay zation. damages because of the injury described in Paragraphs (1)(a) No person or organization is an insured with re- or (b) above; or spect to the conduct of any current or past part- nership, joint venture or limited liability company (d) Arising out of his or her provid- that is not shown as a Named Insured in the Dec- ing or failing to provide profes- larations. sional health care services. SECTION III - LIMITS OF INSURANCE (2) "Property damage" to property: 1. The Limits of Insurance shown in the Declara- (a) Owned, occupied or used by; or tions and the rules below fix the most we will (b) Rented to, in the care, custody pay regardless of the number of: or control of, or over which a. Insureds; physical control is being exer- cised for any purpose by, b. Claims made or "suits" brou ht; or 9 you, any of your "employees", "vol- c. Persons or organizations making claims unteer workers", any partner or or bringing "suits". member (if you are a partnership or 2, a, The General Aggregate Limit is the most joint venture), or any member (if you we will pay for the sum of: are a limited liability company). b. Any person (other than your "employee" "volunteer (1) Medical expenses under COVER- or worker"), or any organiza- tion while acting as your real estate man- (2) Damages under COVERAGE A. ager. BODILY INJURY AND PROPERTY c. Any person or organization having proper DAMAGE LIABILITY, except dam- ages because of "bodily injury" or temporary custody of your property if you "property damage" included in the die, but only: "products-completed operations (1) With respect to liability arising out of hazard"; and the maintenance or use of that prop- (3) Damages under COVERAGE B. erty; and PERSONAL AND ADVERTISING (2) Until your legal representative has INJURY LIABILITY. been appointed. This General Aggregate Limit will not ap- ply if either the Location General Aggre- Includes copyrighted material of Insurance GA 101 12 04 Services Office, Inc., with its permission. Page 12 of 22 gate Limit of Insurance, Paragraph 2.b., your behalf at the same location for or the Construction Project General Ag- the same persons or organizations, gregate Limit of Insurance, Paragraph no matter how often or under how 2.c. applies. many different contracts, will be b. A separate Location General Aggregate deemed to be a single construction project. Limit of Insurance, equal to the amount of the General Aggregate Limit shown in the 3. The Products-Completed Operations Aggre- Declarations, shall apply to each location gate Limit is the most we will pay under COV- owned by, or rented or leased to you and ERAGE A. BODILY INJURY AND PROP- is the most we will pay for the sum of: ERTY DAMAGE LIABILITY for damages be- (1) Damages under COVERAGE A. (1) cause of "bodily injury" and "property dam- age" included in the "products-completed op- BODILY INJURY AND PROPERTY erations hazard". DAMAGE LIABILITY, except dam- ages because of "bodily injury" or 4. Subject to 2.a. above, the Personal and Ad- "property damage" included in the vertising Injury Limit is the most we will pay "products-completed operations under COVERAGE B. PERSONAL AND AD. hazard"; and VERTISING INJURY LIABILITYfor the sum of (2) Medical expenses under COVER- all damages because of all "personal and ad- injury" sustained by any one person AGE C. MEDICAL PAYMENTS, or organ or organization. which can be attributed to operations at 5. Subject to 2, or 3. above, whichever applies, only a single location owned by, or rented the Each Occurrence Limit is the most we will or leased to you. pay for the sum of: c. A separate Construction Project General a. Damages under COVERAGE A. BODILY Aggregate Limit of Insurance, equal to INJURY AND PROPERTY DAMAGE Li- the amount of the General Aggregate ABILITY; and Limit shown in the Declarations, shall ap- ply to each construction project and is the b. Medical expenses under COVERAGE C. most we will pay for the sum of: MEDICAL PAYMENTS; (1) Damages under COVERAGE A. because of all "bodily injury" and "property BODILY INJURY AND PROPERTY damage" arising out of any one "occurrence". ' DAMAGE LIABILITY, except dam- ages because of "bodily injury" or 6. Subject to 5. above, the Damage to Premises "property damage" included in the Rented to You Limit is the most we will pay "products-completed operations under COVERAGE A. BODILY INJURY AND hazard"; and PROPERTY DAMAGE LIABILITY for dam- ages because of "property damage" to any (2) Medical expenses under COVER- one premises, while rented to you, or in the AGE C. MEDICAL PAYMENTS; case of damage by fire or explosion, while which can be attributed only to ongoing y g g rented to you or temporarily occupied by you with permission of the owner. operations and only at a single construc- tion project. 7. Subject to 5. above, the Medical Expense d. Only for the purpose of determining which Limit is the most we will pay under COVER- AGE C. MEDICAL PAYMENTS for all medical General Aggregate Limit of Insurance, expenses because of "bodily injury" sustained 2.a., 2.b., or 2.c., applies: by any one person. (1) Location means premises involving The Limits of Insurance of this Coverage Part ap- the same or connecting lots, or ply separately to each "coverage term". premises, whose connection is inter- rupted only by a street, roadway, SECTION IV - COMMERCIAL GENERAL LI- waterway or right-of-way of a rail- ABILITY CONDITIONS road. 1. Bankruptcy (2) Construction project means a loca- tion you do not own, rent or lease Bankruptcy or insolvency of the insured or of where ongoing improvements, al- the insured's estate will not relieve us of our terations, installation, demolition or obligations under this Coverage Part. maintenance work is performed by 2, Duties in the Event of Occurrence, Offense, you or on your behalf. All connected Claim or Suit ongoing improvements, alterations, installation, demolition or mainte- a. You must see to it that we are notified as nance work performed by you or on soon as practicable of an "occurrence" or Includes copyrighted material of Insurance GA 101 12 04 Services Office, Inc., with its permission. Page 13 of 22 a "personal and advertising injury" of- fense which may result in a claim. To the extent possible, notice should include: (1) How, when and where the "occur- rence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occur- rence" or offense. b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date re- ceived; and (2) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. You and any other involved insured must (1) Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the claim or "suit"; (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investiga- tion or settlement of the claim or de- fense against the "suit"; and (4) Assist us, upon our request, in the enforcement of any right against any person or organization which may be liable to the insured because of in- jury or damage to which this insur- ance may also apply. d. No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any ex- pense, other than for first aid, without our consent. 3. Legal Action Against Us No person or organization has a right under this Coverage Part: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or under the terms of this Coverage Part or that are in excess of the applicable limit of insur- ance. An agreed settlement means a settle- ment and release of liability signed by us, the insured and the claimant or the claimant's le- gal representative. 4. Liberalization If, within 60 days prior to the beginning of this Coverage Part or during the policy period, we make any changes to any forms or endorse- ments of this Coverage Part for which there is currently no separate premium charge, and that change provides more coverage than this Coverage Part, the change will automatically apply to this Coverage Part as of the latter of: a. The date we implemented the change in your state; or b. The date this Coverage Part became ef- fective; and will be considered as included until the end of the current policy period. We will make no additional premium charge for this additional coverage during the interim. 5. Otherinsurance If other valid and collectible insurance is available to the insured for a loss we cover under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY or COV- ERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when b. below applies. if this insurance is pri- mary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in c. below. b. Excess Insurance This insurance is excess over: (1) Any of the other insurance, whether primary, excess, contingent or on any other basis: (a) That is Fire, Extended Cover- age, Builder's Risk, Installation Risk or similar insurance for "your work"; b. To sue us on this Coverage Part unless (b) That is Fire or Explosion insur- all of its terms have been fully complied ance for premises rented to you with. or temporarily occupied by you A person or organization may sue us to re - with permission of the owner; cover on an agreed settlement or on a final (c) That is insurance purchased by judgment against an insured; but we will not you to cover your liability as a be liable for damages that are not payable tenant for "property damage" to Includes copyrighted material of Insurance GA 101 12 04 Services Office, Inc., with its permission. Page 14 of 22 b. Deductible Clause (1) Our obligation to pay damages on your behalf applies only to the amount of damages for each "occurrence" which are in ex- cess of the deductible amount stated in Section B. Limits of Insurance, 6. Voluntary Prop- erty Damage and Care, Cus- tody or Control Liability Cov- erage of this endorsement. The limits of insurance will not be re- duced by the application of such deductible amount. (2) Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit, applies to each claim or "suit" irrespective of the amount. (3) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the ac- tion taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 7. 180 Day Coverage for Newly Formed or Acquired Organizations SECTION II - WHO IS AN INSURED is amended as follows: ' Subparagraph a. of Paragraph 4. is hereby deleted and replaced by the fol- lowing: a. Insurance under this provision is af- forded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; 8. Waiver of Subrogation SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, 9. Transfer of Rights of Recovery Against Others to Us is hereby amended by the addition of the following: We waive any right of recovery we may have because of payments we make for injury or damage arising out of your on- going operations or "your work" done un- der a written contract requiring such waiver with that person or organization and included in the "products -completed operations hazard". However, our rights may only be waived prior to the "occur- rence" giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce those rights. GA 233 02 07 9. Automatic Additional Insured - Speci- fied Relationships a. The following is hereby added to SECTION II - WHO IS AN INSURED: (1) Any person or organization de- scribed in Paragraph 9.a.(2) below (hereinafter referred to as additional insured) whom you are required to add as an addi- tional insured under this Cover- age Part by reason of: (a) A written contract or agreement; or (b) An oral agreement or con- tract where a certificate of insurance showing that per- son or organization as an additional insured has been issued, is an insured, provided (a) The written or oral contract or agreement is: 1) Currently in effect or becomes effective during the policy pe- riod; and 2) Executed prior to an "occurrence" or offense to which this insurance would apply; and (b) They are not specifically named as an additional in- sured under any other pro- vision of, or endorsement added to, this Coverage Part. (2) Only the following persons or organizations are additional in- sureds under this endorsement, and insurance coverage pro- vided to such additional in- sureds is limited as provided herein: (a) The manager or lessor of a premises leased to you with whom you have agreed per Paragraph 9.a.(1) above to provide insurance, but only with respect to liability aris- ing out of the ownership, maintenance or use of that part of a premises leased to you, subject to the following additional exclusions: Includes copyrighted material of Insurance Services Office, Inc„ with its permission. This insurance does not apply to: 1) Any "occurrence" which takes place after Page 10 of 15 you cease to be a ten- c) Any physical or ant in that premises. chemical change 2) Structural alterations, in the product made intentionally new construction or by the vendor; demolition operations performed by or on be- d) Repackaging, un - half of such additional less unpacked insured. solely for the pur- (b) Any person or organization pose of inspection, demonstration, from which you lease testing, or the equipment with whom you substitution of have agreed per Paragraph parts under in - 9.a.(1) above to provide in- structions from the surance. Such person(s) or manufacturer, and organization(s) are insureds then repackaged solely with respect to their in the original liability arising out of the container; maintenance, operation or use by you of equipment e) Any failure to leased to you by such per- make such in- son(s) or organizations(s). spections, adjust - However, this insurance ments, tests or does not apply to any "oc- servicing as the currence" which takes place vendor has after the equipment lease agreed to make or expires. normally under - (c) Any person or organization takes to make in the usual course (referred to below as ven- of business, in dor) with whom you have connection with agreed per Paragraph distributionthe 9.a.(1) above to provide in- sale oftheprod- surance, but only with re- ucts; spect to "bodily injury" or "property damage" arising I Q Demonstration, in - out of "your products" which stallation, servic- are distributed or sold in the ing or repair op - regular course of the ven- erations, except dor's business, subject to such operations the following additional ex- performed at the clusions: vendor's premises 1) The insurance afforded in connection with the sale of the the vendor does not product; apply to: g) Products which, a) "Bodily injury" or after distribution or "property damage" sale by you, have for which the ven- been labeled or dor is obli obligated to g relabeled or used pay damages by as a container, reason of the as- part or ingredient sumption of liabil- of any other thing ity in a contract or or substance by or agreement. This for the vendor. exclusion does not apply to liability for 2) This insurance does damages that the not apply to any in - vendor would sured person or or - have in the ab- ganization: sence of the con- tract or agree- a) From whom you ment; have acquired such products, or b) Any express war- any ingredient, ranty unauthorized part or container, by you; entering into, ac - Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 11 of 15 I GA 233 02 07 companying or 2) This insurance does containing such not apply to "bodily in - products; or jury", "property Jam- b) When liability in- age" or "personal and advertising injury' aris- eluded within the ing out of operations "products- performed for the state completed opera- or political subdivision. tions hazard" has been excluded (f) Any person or organization under this Cover- with which you have agreed age Part with re- per Paragraph 9.a.(1) spect to such above to provide insurance, products. but only with respect to li- (d) Any state or political subdi- ability arising out of "your work" performed for that vision with which you have additional insured by you or agreed per Paragraph on your behalf. A person or 9.a.(1) above to provide in- organization's status as an surance, subject to the fol- insured under this provision lowing additional provision: of this endorsement contin- This insurance applies only ues for only the period of with respect to the following time required by the written hazards for which the state contract or agreement, but or political subdivision has in no event beyond the ex - issued a permit in connec- piration date of this Cover - tion with premises you own, age Part. If there is no rent or control and to which written contract or agree - this insurance applies: ment, or if no period of time is required by the written 1) The existence, mainte- contract or agreement, a nance, repair, con- person or organization's struction, erection, or status as an insured under removal of advertising this endorsement ends signs, awnings, cano- when your operations for pies, cellar entrances, that insured are completed. coal holes, driveways, manholes, marquees, (3) Any insurance provided to an hoist away openings, additional insured designated g sidewalk vaults, street()� under Paragraph 9.a. 2 banners, or decora- (a) Subparagraphs (e) and (f) tions and similar expo- does not apply to "bodily sures; or injury" or "property damage" 2) The construction, erec- included within the "prod - tion, or removal of ele- ucts-completed operations vators; or hazard"; 3) The ownership, main- (b) Subparagraphs (a), (b), (d), tenance, or use of any (e) and (f) does not apply to elevators covered by bodily injury', 'property this insurance. damage" or "personal and advertising injury" arising (e) Any state or political subdi- out of the sole negligence vision with which you have or willful misconduct of the agreed per Paragraph additional insured or their 9.a.(1) above to provide in- agents, "employees" or any surance, subject to the fol- other representative of the lowing provisions: additional insured; or 1) This insurance applies (c) Subparagraph (f) does not only with respect to op- apply to "bodily injury", erations performed by "property damage" or "per - you or on your behalf sonal and advertising injury" for which the state or arising out of: political subdivision has issued a permit. 1) Defects in design fur- nished by or on behalf Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 15 of the additional in- spects any other insurance sured; or policy issued to the addi- nated under Paragraph 9.a.(2) Sub- tional insured, and such 9 , or other insurance policy shall failure to render, any be excess and / or noncon- professional architec- tributing, whichever applies, tural, engineering or with this insurance. surveying services, in- With respect to additional cluding: (b) Any insurance provided by the Declarations of this Coverage this endorsement shall be a) The preparing, to otherinsurance approving or fail- available to additional ing to prepare or insured except: approve maps, and the additional insured shop drawings, 1) As otherwise provided opinions, reports, in SECTION IV - surveys, field or- COMMERCIAL GEN- ders, change or- ERAL LIABILITY ders or drawings CONDITIONS, 5. Other and specifications; Insurance, b. Excess and Insurance; or b) Supervisory, in- 2) For any other valid and spection, archi- collectible insurance tectural or engi- available to the addi- neering activities. tional insured as an "Your additional insured by 3) work" for which a attachment of an en- consolidated(wrap-up)rw dorsement to another insurance program has insurance policy that is been provided by the written on an excess primecontractor-project basis. In such case, manager or owner of the coverage provided the construction project under this endorse - in which you are in- ment shall also be ex - volved. cess. b. Only with regard to insurance pro- (2) Condition 11. Conformance to vided to an additional insured desig- Specific Written Contract or nated under Paragraph 9.a.(2) Sub- Agreement is hereby added: paragraph (f) above, SECTION III - LIMITS OF INSURANCE is amended 11. Conformance to Specific to include: Written Contract or The limits applicable to the additional Agreement insured are those specified in the With respect to additional written contract or agreement or in insureds described in Para - the Declarations of this Coverage graph 9.a.(2)(f) above only: Part, whichever are less. If no limits are specified in the written contract If a written contract or or agreement, or if there is no written agreement between you contract or agreement, the limits ap- and the additional insured plicable to the additional insured are specifies that coverage for those specified in the Declarations of the additional insured: this Coverage Part. The limits of in- a. Be provided by the In- surance are inclusive of and not in surance Services Of - addition to the limits of insurance fice additional insured shown in the Declarations. form number CG 20 10 c. SECTION IV - COMMERCIAL GEN- or CG 20 37 (where ERAL LIABILITY CONDITIONS is edition specified); or hereby amended as follows: b. Include coverage for (1) Condition 5. Other Insurance is completed operations; amended to include: or (a) Where required by a written c. Include coverage for contract or agreement, this "your work"; insurance is primary and / and where the limits or cov- or noncontributory as re- erage provided to the addi- GA 233 02 07 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 13 of 15 tional insured is more re- strictive than was specifi- cally required in that written contract or agreement, the terms of Paragraphs 9.a.(3)(a), 9.a.(3)(b) or 9.b. above, or any combination thereof, shall be interpreted as providing the limits or coverage required by the terms of the written contract or agreement, but only to the extent that such limits or coverage is included within the terms of the Coverage Part to which this endorse- ment is attached. If, how- ever, the written contract or agreement specifies the In- surance Services Office additional insured form number CG 20 10 but does not specify which edition, or specifies an edition that does not exist, Paragraphs 9.a.(3)(a) and 9.a.(3)(b) of this endorsement shall not apply and Paragraph 9.b. of this endorsement shall ap- ply. 10. Broadened Contractual Liability - Work Within 50' of Railroad Property It is hereby agreed that Paragraph f.(1) of Definition 12. "Insured contract" (SEC- TION V - DEFINITIONS) is deleted. 11. Property Damage to Borrowed Equip- ment a. The following is hereby added to Ex- clusion j. Damage to Property of Paragraph 2., Exclusions of SEC- TION 1 - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY: Paragraphs (3) and (4) of this exclu- sion do not apply to tools or equip- ment loaned to you, provided they are not being used to perform opera- tions at the time of loss. b. With respect to the insurance pro- vided by this section of the en- dorsement, the following additional provisions apply: (1) The Limits of insurance shown in the Declarations are replaced by the limits designated in Sec- tion B. Limits of Insurance, 11. of this endorsement with respect to coverage provided by this endorsement. These limits are inclusive of and not in addition to the limits being replaced. The Limits of Insurance shown in Section B. Limits of Insurance, GA 233 02 07 11, of this endorsement fix the most we will pay in any one "oc- currence" regardless of the number of: (a) Insureds; (b) Claims made or "suits" brought; or (c) Persons or organizations making claims or bring .,suits". (2) Deductible Clause (a) Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible amount stated in Section B. Limits of Insur- ance, 11. of this endorse- ment. The limits of insur- ance will not be reduced by the application of such De- ductible amount. (b) Condition 2. Duties in the Event of Occurrence, Of- fense, Claim or Suit, ap- plies to each claim or "suit' irrespective of the amount. (c) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 12. Employees as Insureds - Specified Health Care Services It is hereby agreed that Paragraph 2.a.(1)(d) of SECTION II - WHO IS AN INSURED, does not apply to your "em- ployees" who provide professional health care services on your behalf as duly li- censed: a. Nurses; b. Emergency Medical Technicians; or c. Paramedics, in the jurisdiction where an "occurrence" or offense to which this insurance applies takes place. 13. Broadened Notice of Occurrence Paragraph a. of Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit (SECTION IV - COMMER- CIAL GENERAL LIABILITY CONDI- Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 14 of 15 PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, as principal, and a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at . Washington, this day of 2017 Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on 2017, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said the above bounden principal, a certain contract, the same contract being numbered MN3-OV-9R-17-00 and providing for 2017 Trail Rehabilitation (which contract is referred to herein and is made a part hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to Form: Surety PB -1 Contractor PREVAILING WAGE RATE REFERENCE The State of Washington prevailing wage rates applicable for this public works project, which is located in Franklin County, may be found at the following website address of the Department of Labor & Industries: https:Hfortress.wa.aov/lni/wagelookup/prvwagelookup aspx Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is August 31, 2017 (30 days after last publication date of August 1, 2017). A copy of the applicable prevailing wage rates are also available for viewing at the office of the City Engineer, located at 525 North 3rd, Pasco, Washington. Upon request, the City will mail a hard copy of the applicable prevailing wages for this project. Please forward your request in writing to the address above, or by calling (509) 545-3444. PWR-1 SPECIAL PROVISIONS City of Pasco Special Provisions 1 CITY OF PASCO 2 2017 Trail Rehabilitation 3 Project No. 17020 4 Contract No. MN3-OV-911-17-00 5 INTRODUCTION TO THE SPECIAL PROVISIONS 6 7 (August 14, 2013 APWA GSP) 8 9 The work on this project shall be accomplished in accordance with the Standard 10 Specifications for Road, Bridge, and Municipal Construction, 2016 Edition, as issued by 11 the Washington State Department of Transportation (WSDOT) and the American Public 12 Works Association (APWA), Washington State Chapter (hereafter "Standard 13 Specifications"). The Standard Specifications, as modified or supplemented by the 14 Amendments to the Standard Specifications and these Special Provisions, all of which 15 are made a part of the Contract Documents, shall govern all of the Work. 16 17 These Special Provisions are made up of both General Special Provisions (GSPs) from 18 various sources, which may have project -specific fill-ins; and project -specific Special 19 Provisions. Each Provision either supplements, modifies, or replaces the comparable 20 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or 21 addition to any subsection or portion of the Standard Specifications is meant to pertain 22 only to that particular portion of the section, and in no way should it be interpreted that 23 the balance of the section does not apply. 24 25 The project -specific Special Provisions are not labeled as such. The GSPs are labeled 26 under the headers of each GSP, with effective date of the GSP and its source. For 27 example: 28 29 (March 8, 2013, APWA GSP) 30 (April 1, 2013 WSDOT GSP) 31 (May 1, 2013, COP GSP) 32 33 Also incorporated into the Contract Documents by reference are: 34 35 0 Manual on Uniform Traffic Control Devices for Streets and Highways, 36 currently adopted edition, with Washington State modifications, if any 37 0 Standard Plans for Road, Bridge, and Municipal Construction, 38 WSDOT/APWA, current edition 39 0 City of Pasco Standard Plans and Materials List 40 0 City of Pasco Amendment to the Standard Specifications 41 42 Contractor shall obtain copies of these publications, at Contractor's own expense. 43 44 45 46 47 48 2017 Trail Rehabilitation SP 1 of 14 1 DIVISION 1 2 GENERAL REQUIREMENTS 3 4 DESCRIPTION OF WORK 5 (March 13, 1995 WSDOT GSP) 6 7 This Contract provides for the improvement of the pedestrian trails and other work, all in 8 accordance with the attached Contract Plans, these Contract Provisions, and the 9 Standard Specifications. 10 11 1-02.1 Prequalification of Bidders 12 (...... ) 13 Supplement this section with the following: 14 15 Any references to bidders or sub -contractors requiring to be pre -qualified shall be 16 deleted. 17 18 1-02.7 Bid Deposit 19 (March 8, 2013 APWA GSP) 20 21 Supplement this section with the following: 22 23 Bid bonds shall contain the following: 24 1. Contracting Agency -assigned number for the project; 25 2. Name of the project; 26 3. The Contracting Agency named as obligee; 27 4. The amount of the bid bond stated either as a dollar figure or as a percentage 28 which represents five percent of the maximum bid amount that could be 29 awarded; 30 5. Signature of the bidder's officer empowered to sign official statements. The 31 signature of the person authorized to submit the bid should agree with the 32 signature on the bond, and the title of the person must accompany the said 33 signature; 34 6. The signature of the surety's officer empowered to sign the bond and the power 35 of attorney. 36 37 If so stated in the Contract Provisions, bidder must use the bond form included in the 38 Contract Provisions. 39 40 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 41 42 1-02.9 Delivery of Proposal 43 (August 15, 2012 APWA GSP, Option A) 44 45 Delete this section and replace it with the following: 46 2017 Trail Rehabilitation SP 2 of 14 1 Each proposal shall be submitted in a sealed envelope, with the Project Name and 2 Project Number as stated in the Call for Bids clearly marked on the outside of the 3 envelope, or as otherwise required in the Bid Documents, to ensure proper handling 4 and delivery. 5 6 If the project has FHWA funding and requires DBE Written Confirmation Documents 7 or Good Faith Effort Documentation, then to be considered responsive, the Bidder 8 shall submit with their Bid Proposal, written Confirmation Documentation from each 9 DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272- 10 056A EF, as required by Section 1-02.6. 11 12 The Contracting Agency will not open or consider any Bid Proposal that is received 13 after the time specified in the Call for Bids for receipt of Bid Proposals, or received in 14 a location other than that specified in the Call for Bids. 15 16 1-05 Control of Work 17 18 1-05.3(1) Project Record Drawings (New Section) 19 20 The following new section shall be added to the Standard Specifications: 21 22 The Contractor shall maintain a neatly marked, full-size set of record drawings 23 showing the final location and layout of all new construction. Drawings shall be 24 kept current weekly, with all field instruction, change orders, and construction 25 adjustment. 26 27 The preparation and upkeep of the Record Drawings is to be the assigned 28 responsibility of a single, experienced, and qualified individual. The quality of the 29 Record Drawings, in terms of accuracy, clarity, and completeness, is to be 30 adequate to allow the Contracting Agency to modify the computer aided drafting 31 (CAD) Contract Drawings to produce a complete set of Record Drawings for the 32 Contracting Agency without further investigative effort by the Contracting Agency. 33 34 The Record Drawing markups shall document all changes in the Work, both 35 concealed and visible. 36 Items that must be shown on the markups include but are not limited to: 37 38 • Actual Dimensions, arrangement, and materials used when different than 39 shown in the plans. 40 • Changes made by Change Order or Field Order. 41 . Changes made by the Contractor. 42 • Accurate locations, both horizontally and vertically, of storm sewer, 43 sanitary sewer, water mains and other water appurtenances, structures, 44 conduits, light standards, vaults, width of roadways, sidewalks, 45 landscaping area, building footprints, channelization and pavement 46 markings, etc. Include pipe invert elevations, top of castings (manholes, 47 inlets, etc.). 48 2017 Trail Rehabilitation SP 3 of 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Drawings shall be subject to the inspection by the Engineer at all times. Prior to acceptance of the work, the Contractor shall deliver to the Engineer one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked -up prints are not kept current, and request for final payment will not be approved until the fully complete marked -up prints are delivered to and accepted by the Engineer. 1-07 Legal Relations and Responsibilities to the Public 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following address and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Basin Disposal, Inc. 509-547-2476 Cascade Natural Gas Arnie Garza 509-736-5563 509-619-5282 CenturyLink Tobias Mears 509-305-7503 Charter Communications Lee Roberts 509-222-2521 City of Pasco PW Engineering Project Engineer 509-545-3444 City of Pasco PW Operations Kim Holst 509-545-3463 Franklin County Irrigation Dist. John Burns 509-547-3831 Franklin County PUD Aaron Gonzalez 509-546-5953 Franklin County PW 509-545-3514 Pasco School Dist., Trans 509-547-2510 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: 2017 Trail Rehabilitation SP4of14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 (January 2, 2012 WSDOT GSP) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-08 Prosecution and Progress 1-08.5 Time for Completion (March 13, 1995 WSDOT GSP) Section 1-08.5 is supplemented with the following: This project shall be physically completed within 30 working days. 2017 Trail Rehabilitation SP5of14 Distance Fromd Traveled WayFeets M 10 '15 20eater 30 or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-08 Prosecution and Progress 1-08.5 Time for Completion (March 13, 1995 WSDOT GSP) Section 1-08.5 is supplemented with the following: This project shall be physically completed within 30 working days. 2017 Trail Rehabilitation SP5of14 2 The first day of the contract shall be on or before October 16�", 2017, unless 3 otherwise approved by Contracting Agency. 4 5 1-10 Temporary Traffic Control 6 7 1-10.1(2) Description 8 (*'****) 9 Section 1-10.1(2) is supplemented with the following: 10 11 Notification of the type and location of traffic control devices and the time 12 of closure for the pathway shall be given to the Contracting Agency for 13 review a minimum of seven (7) working days prior to the set-up of any 14 traffic control devices. The Contractor will be required to erect, maintain 15 and take down the traffic control devices. This work includes pathway and 16 sidewalk closures/detours and all pedestrian traffic control per MUTCD. All 17 roadways and driveways must be fully open to traffic during non -working 18 hours. All traffic control devices remaining in place during evening hours 19 must be lighted or reflectorized per the current adopted version of the 20 MUTCD. Contractor shall place PCMSs (message boards) with pre - 21 approved notification messages five (5) working days prior to disruption of 22 traffic/start of work at both ends of the affected work zones for each 23 section. 24 25 1-10.4(1) Lump Sum Bid for Project (No Unit Items) 26 (August 2, 2004 WSDOT GSP) 27 Section 1-10.4(1) is supplemented with the following: 28 29 The proposal contains the item "Project Temporary Traffic Control," lump 30 sum. The provisions of Section 1-10.4(1) shall apply. 31 32 33 DIVISION 2 34 EARTHWORK 35 36 2-03 Roadway Excavation and Embankment 37 38 2-03.3 Construction Requirements 39 (""") 40 Section 2-03.3 is supplemented with the following: 41 42 The work shall include the removal of all pavement and subgrade to a depth of 43 six inches (6") as indicated on the construction plans and as required to complete 44 the work. The work shall also include all necessary saw cutting of existing asphalt 45 and concrete pavements where shown in the Contract Plans. 46 47 All associated disposal for the work stated and shown on the Contract Plans shall 48 be included in this bid item. 49 2017 Trail Rehabilitation SP 6 of 14 1 2 The work shall include grading and subgrade preparation, as well as compaction 3 for the subgrade. Contractor may use the existing fill material for subgrade as 4 long as it doesn't fall under the unsuitable specification. 5 6 2-03.4 Measurement 7 (......) 8 Section 2-03.4 is supplemented with the following: 9 10 Roadway Excavation Incl. Haul to a depth of six inches (6") will be measured by the 11 square yard 12 13 2-03.5 Payment 14 (..... .) 15 Section 2-03.5 is supplemented with the following: 16 17 "Roadway Excavation Incl. Haul", per square yard. 18 19 The unit contract price for "Roadway Excavation Incl. Haul" shall be full 20 compensation for all equipment, labor, excavation, disposal, grading, compaction to 21 perform the work specified on the Contract Plans, Standard Specifications, and City 22 of Pasco Standard Drawings. 23 24 25 2-11 Trimming and Cleanup 26 27 2-11.1 Description 28 (......) 29 Section 2-11.1 is supplemented with the following: 30 31 The work shall include all necessary cleanup measures to restore site conditions 32 disturbed by construction activities, including but not limited to; existing trail, 33 sidewalk, curb and gutter, sprinkler lines, sprinkler heads, landscaping, and 34 landscaping appurtenances not provided for in other Contract Bid Items, to the 35 satisfaction of the City's Construction Inspector. 36 37 2-11.3 Construction Requirements 38 �......� 39 Section 2-11.3 is supplemented with the following: 40 41 Restore all grass area affected by construction with sod and in accordance with the 42 City of Pasco Construction Standards. 43 44 Restore all parking areas, connecting trails, fences/posts, and landscaping (match 45 existing) with the same materials as existed prior to construction. 46 47 2-11.5 Payment 48 (......) 49 Section 2-11.5 is supplemented with the following: 2017 Trail Rehabilitation SP 7 of 14 1 2 `Trimming and Cleanup Work" shall be included as part of all other bid items. 3 4 5 DIVISION 4 6 BASES 7 8 4-04 Ballast and Crushed Surfacing 9 10 4-04.4 Measurement 11 (...... ) 12 Section 4-04.4 is supplemented with the following: 13 14 Crushed surfacing base course (4") will be measured by the square yard, and will 15 include the total square yardage under Hot Mix Asphalt. 16 17 4-04.5 Payment 18 (...... ) 19 Section 4-04.5 is supplemented with the following: 20 21 "Crushed Surfacing Base Course (4")", per square yard. 22 23 The unit contract price for "Crushed Surfacing Base Course (4")" shall be full 24 compensation for equipment, labor, materials, and other items necessary to 25 remove, dispose, furnish, supply, place, compact, and complete the crushed 26 surfacing base course per the Contract Plans and these Special Provisions. 27 28 29 DIVISION 5 30 SURFACE TREATMENTS AND PAVEMENTS 31 32 5-04 Hot Mix Asphalt 33 34 5-04.1 Description 35 (...... ) 36 Section 5-04.1 is supplemented with the following: 37 38 The work shall consist of placing (2) inches of HMA, crack/joint sealing, and 39 patching in the locations indicated on the Construction Plans. 40 41 Refer to Appendix A for approximate stationing of repairs. 42 43 5-04.2 Materials 44 (...... ) 45 Section 5-04.2 is supplemented with the following: 46 47 The Hot Mix Asphalt shall be Cl. 3/8 In. PG 64-28 and shall conform to Sections 48 5-04 and 9-02 of the 2016 Standard Specifications as modified herein by the City 2017 Trail Rehabilitation SP 8 of 14 I of Pasco General Special Provisions, the Constructions Plans, and the City of 2 Pasco Construction Standards. The crack/joint seal shall be Nuvo CS 3 Formulation C manufactured by Maxwell Products, Inc. or an engineer approved 4 equal. 5 6 The Patch material shall be Crafco Inc. Polypatch Type II (fine mix) or an 7 engineer approved equal. 8 9 10 5-04.3 Construction Requirements 11 (...... ) 12 Section 5-04.3 is supplemented with the following: 13 14 HMA: All necessary sawcutting shall be included in the bid item price for "HMA 15 Cl. 3/8 in. PG 64-28(2")" 16 17 Crack/Joint Seal: Crack/Joint Seal shall be applied to any crack smaller than 1 ". 18 All cracks/joints shall be immediately cleaned prior to sealing. 19 20 Cleaning shall remove all dirt, debris, sand, weeds, organic matter, and moisture. 21 The cleaning shall not burn the existing surface. Upon completion crack sealing 22 shall be leveled with the existing surface. 23 24 The contractor shall control their cleaning operation to ensure that debris from 25 the crack being cleaned do not contaminate cracks already cleaned, contaminate 26 cracks already sealed or cause damage to passing vehicles or surrounding 27 property. The contractor shall remove all loose debris generated by cleaning 28 from the roadway before the sealing operation begins. 29 30 The Contractor shall arrange their cleaning and application operation such that 31 cleaning of the cracks occurs immediately in front of the application of sealant. 32 All cracks that are cleaned shall be sealed within one hour except cracks cleaned 33 by hot air blasting shall be sealed within ten (10) minutes of cleaning. Traffic 34 shall not be permitted to cross over cracks that have been cleaned. 35 36 The Contractor shall provide equipment sized appropriately to maintain the 37 sealant within the manufactures recommended temperature range throughout the 38 project. The equipment shall continuously agitate the sealant to ensure uniform 39 temperature distribution. 40 41 Sealant shall be placed directly in the crack, starting at one end and proceeding 42 in one continuous motion to the other end of the crack. Sealant shall be applied 43 from the bottom of the crack to the top. Sealant shall be level with the existing 44 pavement surface when complete. Overfilling of cracks shall be avoided. Excess 45 sealant material shall be struck or squeegeed off to provide a smooth surface. 46 Cracks less than one quarter inch (1/4") shall be sealed with a band seal. The 47 band shall be uniform width not wider than three inches (3"). The thickness of 48 the band shall not create a noticeable bump in the roadway. 49 2017 Trail Rehabilitation SP 9 of 14 1 The Engineer will periodically check adhesion by pulling up cooled sealant. 2 Unbonded sealant shall be removed and the crack shall be resealed. 3 4 The contractor shall prevent traffic from crossing sealed cracks until the sealant 5 material has cured. The contractor may apply a De -tack material compatible with 6 the sealant in order to open roads to traffic sooner. De -tack materials shall be 7 approved by the Engineer and applied per the manufacturer's instructions. 8 9 Asphalt Patching: Patch material shall be applied to any crack larger than 1 10 potholes, and alligatored pavement. All cracks, potholes and alligatored 11 pavement shall be immediately cleaned prior to patching. 12 13 Cleaning shall remove all dirt, debris, sand, weeds, organic matter, and moisture. 14 The cleaning shall not burn the existing surface. Upon completion, patching 15 material shall be leveled with the existing surface. 16 17 The contractor shall control their cleaning operation to ensure that debris from 18 the crack, pothole, or alligatored pavement being cleaned do not cause damage 19 to passing vehicles or surrounding property. The contractor shall remove all loose 20 debris generated by cleaning from the roadway before the sealing operation 21 begins. 22 23 The Contractor shall arrange their cleaning and application operation such that 24 cleaning of the cracks occurs immediately in front of the application of sealant. 25 All cracks that are cleaned shall be sealed within one hour except cracks cleaned 26 by hot air blasting shall be sealed within ten (10) minutes of cleaning. Traffic 27 shall not be permitted to cross over cracks that have been cleaned. 28 29 Patch material shall be placed directly in the crack, starting at one end and 30 proceeding to the other end of the crack. Patch material shall be applied from 31 the bottom of the crack to the top. Patch material shall be level with the existing 32 pavement surface when complete. Overfilling of cracks shall be avoided. Excess 33 material shall be struck off to provide a smooth surface. 34 35 36 5-04.4 Measurement 37 (.... ..) 38 Section 5-04.4 is supplemented with the following: 39 40 HMA Cl 3/8 in PG 64-28 (2") shall be measured by the ton. 41 42 Crack/Joint Sealing: Crack Joint seal for asphalt will be measured by the lineal 43 foot 44 45 Asphalt Patching: Patching for asphalt will be measured by the gallon 46 47 Asphalt for Fog Seal: Asphalt for fog seal will be measured by the square yard 48 2017 Trail Rehabilitation SP 10 of 14 1 5-04.5 Payment 2 (......) 3 Section 5-04.5 is supplemented with the following: 4 5 "HMA Cl, 3/8in PG 64-28 (2")", per ton. 6 7 The unit contract price for "HMA Cl. 3/8 in PG 64-28 (2")" shall be full 8 compensation for equipment, labor, materials, and other items required to 9 furnish, supply, place, compact, and complete HMA Pavement per the Contract 10 Plans and these Special Provisions. 11 12 "Crack/Joint Sealing", per lineal foot 13 14 "Asphalt Patching", per gallon 15 16 "Asphalt for Fog Seal", per square yard 17 18 19 DIVISION 8 20 Miscellaneous Construction 21 22 8-01 Erosion Control and Water Pollution Control 23 24 8-01.3 Construction Requirements 25 (.... ..) 26 Section 8-01.3 is supplemented with the following: 27 28 The Contractor shall take all necessary precautions and utilize the Department of 29 Ecology's (DOE) Best Management Practices to prevent sediment and fugitive 30 dust from construction activities from entering into storm water systems, natural 31 waterways, or environmentally sensitive areas and from otherwise being carried 32 away from the construction area by storm water or air. 33 34 Temporary erosion protection shall be furnished, installed, and maintained for the 35 duration of this Project to protect environmentally sensitive areas, sloped 36 surfaces, adjacent areas and/or water bodies or conveyance systems. 37 Temporary erosion protection may include the use of straw, jute matting, wattles, 38 heavy plastic sheeting, or other forms of ground cover on areas disturbed by 39 construction. Sloped surfaces shall be restored and protected in such a manner 40 that surface runoff does not erode the embankments, slopes, or ground surfaces, 41 nor create surface channels, or ruts. 42 43 8-01.5 Payment 44 (...... ) 45 Section 8-01.5 is supplemented with the following: 46 47 `Trimming and Cleanup Work" shall be included as part of all other bid items. 48 49 2017 Trail Rehabilitation SP 11 of 14 1 8-02 Roadside Restoration 2 3 8-02.1 Description 4 (......) 5 Section 8-02.1 is supplemented with the following: 6 7 The work shall consist of removing three (3) large trees and placing 18" root 8 barrier directly adjacent to the pathway in the locations indicated on the 9 Construction Plans. 10 11 8-02.2 Materials 12 (......) 13 Section 8-02.2 is supplemented with the following: 14 15 The Tree removal shall be done by a licensed professional. 16 17 The Root Barrier shall be DeepRoot UB 18-2 or an engineer approved equal. 18 19 20 8-02.3 Construction Requirements 21 (......) 22 Section 8-03.3 is supplemented with the following: 23 24 The Contractor shall cut, remove and clean up all debris. The Contractor shall 25 also grind the stump to a depth of 12" below grade and fill void with soil. 26 27 The Contractor shall cleanly cut and remove all roots more than V in diameter 28 and install 18" root barrier at locations shown on plans. Roots larger than 2" shall 29 be immediately covered with damp burlap to prevent drying and damage. Care 30 shall be taken not to damage roots outside of the required depth of the trench. 31 32 Root barrier shall be installed continuously in vertical trench of no more than 20" 33 in" depth and ensure top of barrier is V below finished grade. Root barrier 34 should be positioned so that the ribs run vertically. As shown on Contract Plans. 35 36 8-02.4 Measurement 37 (.... ..) 38 Section 8-02.4 is supplemented with the following: 39 40 Tree Removal will be measured per each. 41 42 Root Barrier will be measured per linear foot of root barrier installed. 43 44 8-02.5 Payment 45 (...... ) 46 Section 8-02.5 is supplemented with the following: 47 48 "Tree Removal' per each 2017 Trail Rehabilitation SP 12 of 14 I The unit contract price per each for "Tree Removal"" shall constitute full 2 compensation for all labor, materials, tools, equipment, transportation, supplies, 3 and incidentals required to complete all work, to include but not limited to remove 4 and waste haul of surplus material. 5 6 "Root Barrier' per linear foot. 7 8 The unit contract price per each for "Root Barrier"' shall constitute full 9 compensation for all labor, materials, tools, equipment, transportation, supplies, 10 and incidentals required to complete all work to furnish and install this item, to 11 include but not limited to excavation, bedding, backfill, compaction, remove and 12 waste haul of surplus excavated material. 13 14 15 Revise the title of section 8-27 to read: 16 8-27 ORDER OF WORK 17 (...... j 18 Section 8-27 is supplemented with the following: 19 20 8-27.1 Description 21 22 The order of work except as may otherwise be outlined herein will be at the Contractor's 23 option, in keeping with good construction practice. The work shall be scheduled and 24 constructed in accordance with the various permits and franchise requirements and/or 25 conditions. 26 27 8-27.2 Sequence 28 29 Prior to starting construction, the Contractor shall furnish the Contracting Agency with a 30 Progress Schedule, and a Traffic Control Plan. All plans shall be approved by the 31 Contracting Agency prior to commencing any construction operations. 32 33 As a first order of work, the Contractor shall attend a mandatory pre - 34 construction meeting and provide a sequencing of work. 35 36 As a second order of work, the Contractor shall provide Public Notice to 37 property owners abutting the project limits. 38 39 As a third order of work, the Contractor shall call 811 and have utilities marked 40 in the field by the various utility owners. 41 42 As a fourth order of work, the Contractor shall furnish and install all temporary 43 facilities, erosion control items, and signs/barricades for detour routes, unless 44 indicated otherwise on the Plans. 45 2017 Trail Rehabilitation SP 13 of 14 1 2 3 4 5 6 7 8 9 10 11 The remaining order of work shall be at the Contractor's option, in keeping with generally accepted, good construction practice. However, the Contractor shall coordinate work by others which will affect his production, schedule, mobilization and demobilization efforts. The Contractor shall conduct the order of work to allow all existing facilities to remain operational except as noted herein during the construction of this project, and to minimize disruption of any utility service. The order of work for the Contract shall be so planned as to complete all work within the time limits established within the Contract Provisions. 2017 Trail Rehabilitation SP 14 of 14 APPENDIX A II CHIAWANA TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or ereater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL SEALING ROOT PAVEMENT BARRIER REMOVAL/REPLACEMENT 00+00 1 BEGIN TRAIL 0+09 LC 0+52 SC 0+84 SC 1+05 SC 1+21 SC 1+51 SC POORTO GOOD 1+58 SC 1+63 SC 2+23 SC GOOD TO FAIR 2+38 SC 2+48 2+52SIDE REHAB 4 2+68 LC 2+79 SC 2+93 LC 3+21 SC 3+39 LC 3+57 SC 3+75 3+80 3+89 SC SC SIDE REHAB 14 4+15 LC 4+51 5C 4+72 LC 5+13 LC 5+39 LC 5+72 LC 6+15 LC SIDE CRACK 8 6+58 SC 6+85 LC 7+16 SC 7+42 LC 7+80 LC 8+21 LC 8+24 SC SIDE CRACK 8 8+44 LC 8+70 SC 8+80 SC 9+04 Sc 9+23 SC 9+40 SC 9+79 9+90 10+05 10+27 10+54 10+68 SC SC SC 5C SC SIDE REHAB gg 10+92 LC 11+00 SC 11+17 SC CHIAWANA TRAIL -SC = Small Crack/1" or less STATION -LC =Large L raciV i 01 gleams ADDITIONAL -CRACKS DEFER ADDITIONAL ADDITIONAL ROOT PAVEMENT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 11+40 LC 11+53 LC 11+67 Sc 11+86 LC FAIR TO GOOD 14+05 Sc 14+18 Sc 18+14 Sc 18+27 Sc 18+72 LC GOOD TO FAIR 18+93 SC 19+22 LC 19+50 LC 19+80 Sc 19+99 SC 20+08 SC 20+35 LC 20+69 LC 20+93 LC 20+99 LC 21+23 Sc 21+53 LC 21+74 Sc 21+98 Sc 22+25 LC 22+66 LC 22+91 Sc 23+30 LC 23+52 LC 23+80 LC 24+17 LC 24+19 Sc 24+56 LC 25+06 LC 25+58 LC 26+01 LC 26+23 LC 26+77 LC 27+16 LC 27+48 LC 27+76 LC 28+16 LC 28+61 LC 29+06 LC 29+26 SC 29+46 LC 29+94 LC LC SC E LC SC Sc CHIAWANA TRAIL *SC = Small Crack/i" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL SEALING ROOT BARRIER PAVEMENT REMOVAL/REPLACEMENT 31+48 LC 31+87 SC 32+29 LC 32+61 LC 32+89 SC 33+18 LC 33+44 SC 33+68 LC 33+94 LC 34+31 LC 34+63 SC 34+92 LC 35+22 LC 35+58 LC 35+95 LC 36+34 LC 36+70 SC 36+96 LC 37+12 LC 37+32 LC 37+55 LC 37+71 SC 37+89 SC 38+15 SC 38+31 SC 38+59 SC 38+90 LC 39+04 SIDE REHAB 8 39+22 SC 39+46 LC 39+91 LC 40+49 LC 40+93 SC 41+01 SIDE CRACK 8 41+13 41+53 SC ROOT BARRIER & REPLACEMENT 50 50 41+62 LC 41+83 SC 42+10 LC 42+52 SC 42+59 LC 42+96 SC 43+30 LC 43+78 SC 44+15 SC 44+44 LC 44+72 SC 45+08 SC 45+67 LC 46+09 SC 46+34 5C CHIAWANA TRAIL *SC = Small Crack/1" or less *LC = L e Crack/1" or reater STATION arg g ADDITIONAL -CRACKS DEFECT ADDITIONAL ADDITIONAL ROOT PAVEMENT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 46+67 SC 46+85 LC 47+18 SC 47+45 LC 47+74 LC 48+07 LC 48+44 SC 48+65 SC 48+82 SC 49+14 LC 49+56 SC 50+00 LC 50+50 LC 50+83 SC 51+26 LC 51+47 SC 51+64 SC 51+82 LC 52+20 LC 52+54 LC 52+70 SIDE CRACK 8 52+97 LC 53+37 LC 53+77 LC 54+02 SC 54+43 LC 54+57 SC 54+99 LC FAIR TO POOR 55+27 SC 55+88 SC 56+39 Sc 56+68 SC 56+89 SC 57+06 SC 57+24 SC 57+67 SC 57+92 SC 58+18 SC 58+44 SC 58+73 SC REPLACEMENT 796 59+05 SC 59+33 SC 59+55 SC 59+74 SC 60+13 SC 60+44 SC 60+71 SC 61+03 SC 61+60 SC 61+80 SC 62+36 SC CHIAWANA TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or ereater STATION *CRACKS ADDITIONAL DEFER ADDITIONAL ADDITIONAL ROOT COMMENTS PATCHING SEALING BARRIER PAVEMENT REMOVAL/REPLACEMENT 62+53 SC 62+95 SC POOR TO GOOD 63+15 SC REPLACEMENT GOOD TO POOR 109 63+30 SC 63+43 SC 63+67 SC 63+94 SC 64+24 SC POOR TO GOOD 64+70 SC 65+05 SC 65+47 SC REPLACEMENT GOODTOPOOR 58 65+64 5C 65+78 SC 66+05 SC END TRAIL 17 0 I-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL SEALING ROOT BARRIER PAVEMENT REMOVAL/REPLACEMENT 00+00 BEGIN TRAIL 0+67 ROOT BARRIER& REPLACEMENT 193 193 0+77 0+96 1+15 1+35 1+74 2+15 2+60 3+46 LC 3+95 CURB/TRAIL END 4+28 CURB/TRAIL BEGIN 5+13 REPLACEMENT 559 5+14 LC SC LC SC LC g6+776 LC 7+04 ROOT BARRIER & REPLACEMENT 100 7+73 9+84 REPLACEMENT 9+87 9+92 LC SIDE REHAB 10+13 LC 10+29 LC 10+37 LC 10+54 LC POTHOLE 2 10+73 LC 11+07 LC 11+35 LC 11+65 LC SIDE REHAB 8 11+70 LC 11+97 Sc 12+06 LC 12+34 LC 12+57 LC 12+80 SIDE CRACK 8 12+91 LC 13+15 SC 13+34 LC 13+66 LC 13+93 LC 14+48 LC 14+69 LC 14+79 Sc 14+90 LC 15+37 LC 1-182 TRAIL *SC = Small Crack/1" or less *LC = Lar a Crack/1" or greater STATION g *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL ADDITIONAL ROOT PAVEMENT PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 15+75 Sc 16+15 LC 16+73 LC 17+06 LC 17+42 LC 17+75 LC 17+86 LC 18+03 LC 18+37 LC 18+75 LC 18+96 Sc 19+12 LC 19+49 LC 19+90 LC 20+12 LC 20+31 LC 20+53 Sc 20+69 LC 20+87 LC 21+06 Sc 21+35 LC 21+76 LC 22+44 LC 22+64 LC 23+27 LC 23+82 LC 23+97 LC 24+24 LC 24+62 24+76 LC LC SIDE REHAB 14 25+07 LC 25+37 LC 25+75 LC 25+92 25+99 26+04 SC SIDE REHAB 12 26+26 LC 26+52 LC 26+73 LC 27+09 LC 27+45 LC 27+65 Sc 27+77 27+79 LC LC POTHOLES 6 28+18 LC 28+46 28+62 LC SIDE REHAB 16 28+82 Sc 29+10 LC 29+42 LC 29+72 LC 1-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 29+86 30+06 SC SC SIDE CRACK 20 30+28 SC 30+37 SC 30+44 SC 30+60 LC 30+86 LC 31+09 LC 31+35 LC 31+65 SC 31+84 SC 32+13 SC 32+26 SC 32+45 LC 32+88 LC 33+02 SC 33+26 LC 33+58 LC 33+75 LC 34+17 LC 34+60 34+81 35+08 LC LC LC SIDE REHAB 48 35+40 LC 35+77 36+05 LC LC SIDE CRACK 28 36+32 LC 36+65 SC 36+78 LC 37+58 LC 37+61 LC 37+63 SIDE CRACK 8 37+82 SC 38+24 LC 38+50 LC 38+67 LC 39+04 39+08 LC STABILIZATION SIDE SLUFF 39+21 LC 39+33 39+47 LC STABILIZATION SIDE SLUFF 39+63 39+85 LC STABILIZATION SIDE SLUFF 40+24 LC 40+73 LC 40+13 41+49 LC SC STABILIZATION SIDE SLUFF 41+68 LC 41+95 LC 42+23 LC 42+31 LC 1-182 TRAIL -SC = Small Crack/1" or less 'LC = Large Crack/1" or greater STATION 'CRACKS ADDITIONAL DEFER ADDITIONAL ADDITIONAL ROOT PAVEMENT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 42+50 LC 42+74 43+06 43+32 43+46 43+73 44+09 SC LC LC LC LC LC SIDE REHAB 135 44+39 Sc 44+48 LC 44+69 LC 45+22 LC 45+49 LC 45+90 LC 46+03 SC 46+24 LC 46+39 LC 46+70 46+85 47+18 47+45 47+50 LC LC LC LC SIDE REHAB 80 48+09 LC 48+72 LC 49+00 LC 49+44 LC 49+77 LC 50+03 LC 50+32 LC 50+60 LC 50+96 LC 51+12 LC 51+35 LC 51+59 LC 51+96 SC 52+08 LC 52+53 LC 52+92 LC 53+05 LC 53+32 LC 53+90 LC 54+40 LC 54+85 LC 55+11 LC 55+60 LC 55+91 LC 56+42 Sc 56+76 Sc 56+91 LC 57+47 LC 57+88 LC 58+25 LC 1-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crackh" or greater STATION *CRACKS ADDITIONAL DEFECT ADDITIONAL COMMENTS PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT SS+48 LC 58+73 LC 59+11 LC 59+49 LC 59+79 LC 59+99 SC 60+28 LC 60+58 LC 60+90 LC 61+31 LC 62+01 LC 62+69 LC 62+96 LC 63+30 LC 63+58 LC 63+97 LC 64+29 LC 64+57 LC 64+95 LC 65+41 LC 65+68 LC 65+93 LC 66+13 SC MINOR ROOTS 10 66+27 LC 66+57 LC 66+51 LC 67+16 LC SIDE REHAB 8 67+55 LC 67+90 68+04 LC SIDE REHAB 14 68+26 SC 68+38 68+46 68+69 LC SIDE CRACKS 62 69+03 SC 69+41 LC 69+79 LC 69+91 LC 70+28 SC 70+51 LC 70+98 SC 71+23 LC 71+77 LC 72+23 LC 72+65 LC 72+88 LC 73+14 LC 78+34 SC 73+68 LC 74+04 LC 74+26 LC 1-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/11. STATION or grease ADDITIONAL *CRACKS DEFECT COMMENTS ADDITIONAL ADDITIONAL ROOT PAVEMENT PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 74+33 LC 74+56 LC 75+01 LC 75+48 LC 75+78 Sc 76+25 LC 76+69 LC 77+20 LC 77+40 LC 77+78 Sc 78+15 LC 78+41 LC 78+54 Sc 79+00 LC 79+28 LC 79+58 LC 79+85 LC 80+19 LC 80+72 LC 81+05 LC 81+26 LC 81+65 LC 82+25 LC 82+67 LC 83+13 SC 83+39 LC 83+87 LC 84+04 LC 84+14 84+46 REPLACEMENT 32 84+55 LC 84+78 LC 85+14 LC 85+41 LC 85+73 LC 86+09 LC 86+02 LC 87+06 LC 87+44 LC 87+76 LC 88+03 LC 88+29 LC 88+71 LC 88+96 LC 89+12 Sc 89+32 LC 89+55 LC 90+08 LC 90+73 SC 91+18 Sc 91+62 LC I-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL SEALING ROOT PAVEMENT BARRIER REMOVAL/REPLACEMENT 91+91 LC 92+20 LC 92+47 LC 92+63 LC 6" CRACK 16 93+51 LC 93+74 LC 93+88 LC LC 94+75 LC L94+29 95+28 LC 95+70 LC 96+00 LC 96+60 LC 97+19 LC 97+37 LC 97+44 97+56 97+80 LC SIDE CRACK 36 98+36 LC 98+74 LC 99+13 SC 99+28 LC 99+74 LC 99+97 SC FAIR TO G000 102+04 SC 102+67 SC 102+90 5C 103+23 LC 103+55 LC 103+86 LC 104+09 LC 104+37 LC 104+58 LC 104+83 LC 105+18 LC 105+45 LC 106+04 LC 106+32 LC 106+55 LC 106+73 107+03 LC 107+36 LC 4"CRACK 8 107+87 LC 108+09 SC 108+64 LC 108+91 SC 109+22 SC 109+41 SIDE REHAB 8 109+52 SC 109+91 LC 110+46 LC -182 TRAIL -SC = Small Crack/1" or less 'Lr.=Large STATION 'CRACKS r.raLKJA vi 5. Ca lC1 ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 110+90 LC 111+30 LC 111+57 LC 111+97 LC 112+28 LC 112+75 LC 113+35 LC 113+52 LC 113+92 LC 114+31 LC 114+54 LC 114+78 CURB/TRAIL END 115+76 CURB/TRAIL BEGIN 116+21 LC 117+28 SC 112+55 SIDE REHAB 31 118+86 120+06 CURB/TRAIL END 121+57 CURB/TRAIL BEGIN 121+95 SIDE REHAB 9 122+04 122+30 SC SIDE CRACK 259 122+85 Sc 123+38 SC 123+42 SC 123+91 SC 124+02 SC 124+20 SC 124+35 SC 124+89 SC 125+09 SIDE REHAB 36 125+45 LC 125+58 CURB/TRAIL END 126+51 CURB/TRAIL BEGIN 126+70 SC 127+06 POTHOLE 2 127+10 SC 127+49 LC 127+52 SC 127+75 LC LC LC LC r127+98 LC SIDE REHAB 84 LC LC SC 130+26 Sc 130+35 LC 130+79 LC -lid 1-182 TRAIL `SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION `CRACKS ADDITIONAL DEFECT ADDITIONAL COMMENTS PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 131+17 LC 131+55 LC 132+19 LC 132+45 LC 132+89 LC 133+12 LC 133+56 LC 133+84 LC 134+11 C SIDE REHAB 456 134+32 LC 134+73 LC 135+21 LC 135+49 LC 135+73 LC 136+22 LC 136+52 LC 136+71 LC 137+08 LC 137+67 137+92 138+14 138+36 138+67 LC 138+99 LC 139+74 LC SIDE REHAB 42 140+16 LC 140+79 LC 140+92 LC SIDE REHAB 44 141+36 LC 141+77 LC 141+94 LC 142+09 LC SIDE REHAB 37 142+46 LC 62 REHAB BOTH SIDES 76 73CSIDE R 00 LC28 SC 143+79 SC 144+10LC SIDE REHAB 8 144+25 LC 144+59 LC 144+78 SC 145+04 LC 145+29 LC 145+51 LC 145+91 LC 146+30 LC 146+57 Sc 146+76 LC 147+22 LC 147+48 LC I-182 TRAIL *SC = Small Crack/1" or less -L� _ Large STATION *CRACKS I' e1-1. -- ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 147+57 Sc SIDE REHAB 400 147+73 LC 147+88 LC 148+21 LC 148+72 LC 149+12 Sc 149+22 LC 149+50 SC 149+58 SC 149+79 LC 150+15 LC 150+31 SC 150+59 LC 150+76 LC 150+93 LC 151+27 LC 151+52 LC 151+75 LC 152+22 LC 152+53 LC SIDE REHAB 126 152+80 LC 153+26 LC 153+51 SC 153+79 LC 154+15 LC 154+45 LC 154+73 SC 155+07 LC 155+38 LC 155+58 LC 155+78 LC 155+85 LC340 156+03 LC 156+25 LC 156M4 LC 156+77 LC 157+05 LC 4REHAB 8 157+33 LC 157+66 LC 157+94 LC 158+19 SC 158+31 SC 70 158+54 SC 158+89 SC 159+01 LC 159+20 Sc 159+32 Sc 159+48 SC 159+60 Sc 159+77 LC 159+97 Sc I-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL ADDITIONAL ADDITIONAL ROOT PAVEMENT DEFECT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 160+13 Sc 160+25 Sc 160+45 Sc 160+74 LC 161+03 LC 161+25 LC 161+51 Sc 161+76 LC 161+96 LC 162+20 LC SIDE REHAB 23 162+43 LC 162+90 LC 163+33 Sc SIDE REHAB 50 163+55 LC 163+83 LC 164+18 164+45 LC 164+72 Sc 164+77 LC 164+92 LC 165+12 Sc 165+26 LC 165+47 LC SIDE REHAB 219 165+60 LC 165+87 LC 166+OS SC 166+32 LC 166+58 LC 166+75 SC 166+99 LC 167+19 LC 167+66 167+94 LC 168+26 SC SIDE REHAB 148 168+51 Sc 168+74 LC 168+92 LC 169+05 LC 169+17 LC 169+33 SC 169+53 LC 169+74 LC 170+03 LC 170+38 LC 170+56 Sc 170+87 LC 171+10 Sc 171+30 LC 171+59 Sc 171+83 LC 172+00 Sc 1-182 TRAIL 'SC = Small Crack/1" or less 'LC =Large LracrV i ur greeror ADDITIONAL ADDITIONAL ADDITIONAL ROOT PAVEMENT STATION 'CRACKS DEFECT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 172+43 LC 172+80 LC 173+11 Sc 173+37 LC 173+57 Sc 173+85 LC 174+22 LC 174+44 Sc 174+72 LC 174+91 Sc 175+19 LC 175+33 LC 175+63 LC 175+88 Sc 176+01 LC 176+40 LC 176+75 LC 176+88 LC 177+65 LC 177+98 LC 178+23 Sc 178+39 Sc 178+43 Sc 178+60 LC 178+79 Sc 179+01 LC 179+24 LC 179+51 LC 179+87 LC 180+08 1 LC 180+29 Sc 180+44 Sc 180+87 LC 181+87 LC 181+10 LC 181+22 LC 181+41 LC 181+55 LC 181+87 LC 182+04 Sc CLCCLCLCSCLCLCLC U 184+02 LC 184+17 LC I-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFER COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 184+49 LC 3185 184+79 LC 184+86 SC 185+07 LC 185+29 LC 185+53 SC 185+77 5C 185+94 LC 186+31 LC 186+56 LC 186+82 LC 186+98 LC 187+24 LC 187+49 SC 187+65 LC 187+98 LC 188+28 SC 188+53 LC POTHOLES 188+69 LC 188+76 189+10 L- 189+37 LC 189+59 LC 189+85 LC 190+09 LC 190+22 LC 190+49 LC 190+82 LC 191+05 LC 191+43 LC 191+69 LC 191+89 LC 192+08 LC 192+48 LC 192+75 LC 193+12 LC 193+40 LC 193+67 SC 194+06 LC 194+26 SC 194+29 5C 194+49 LC 195+27 LC 195+52 SC 195+86 LC 195+98 LC 196+20 LC 196+71 5C 196+83 SC 197+16 LC 197+40 5C 1-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 197+72 LC SIDE REHAB 198+00 LC 198+39 LC 198+58 LC 198+94 LC 199+23 LC 199+45 LC 199+63 LC 199+88 LC 200+21 LC 200+34 LC 200+71 SC 200+72 Sc 201+01 LC 201+25 LC 201+46 LC 201+65 LC 202+02 LC SAND ON PATH 202+10 LC 202+24 LC 202+46 LC 202+74 LC 202+85 LC 202+89 LC 203+04 Sc 203+20 LC 203+48 SC 203+49 Sc 203+67 LC 203+87 LC 204+24 Sc 204+45 LC 204+66 LC 204+85 LC 205+24 SC 205+49 Sc 205+66 LC 205+96 LC 206+16 LC 206+36 LC 206+86 LC +24 LC +58 LC L +72 LC 207+99 LC 208+16 LC 208+33 LC 208+69LC 208+88 LC 208+98 SC 209+11 Sc I-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFER COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 209+21 SC 209+45 SC 209+67 LC 209+73 SC 209+77 SC 209+90 Sc 210+02 SC 210+14 SC 210+20 Sc 210+32 LC 210+53 LC POTHOLES 210+62 LC 210+85 LC 210+95 S 211+06 Sc, 211+20 LC 211+34 LC 211+53 LC 211+62 SC 211+75 LC BOTH SIDES 1274 211+97 Sc 212+22 LC 212+47 SC 212+59 LC 212+65 SC 212+72 Sc 212+85 LC 213+01 SC 213+20 SC 213+27 SC 213+46 SC 213+71 SC 213+96 LC 214+11 SC 214+38 LC 214+61 SC 214+90 LC 215+14 SC 215+35 SC 215+49 SC 215+80 LC 216+07 LC 216+24 LC 216+50 SC 216+90 LC 217+32 LC 217+61 LC 217+79 LC 217+95 SC SIDE REPAIR 33 218+12 SC 218+86 SC 1-182 TRAIL *SC = Small Crack/1" or less * C k/1" or rester STATION LC = Large rac g ADDITIONAL *CRACKS DEFECT ADDITIONAL ADDITIONAL ROOT PAVEMENT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 219+58 Sc 219+10 221+35 222+24 223+12 Sc Sc SC SAND ON PATH 225+79 SC 227+00 Sc 227+47 SC 228+33 Sc 228+55 Sc 228+87 LC 229+02 LC 229+56 Sc 230+14 SC 230+52 Sc 230+74 END TRAIL CHIAWANA TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFECT COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT PAVEMENT SEALING BARRIER REMOVAL/REPLACEMENT 00+00 BEGIN TRAIL 0+09 LC 0+52 Sc 0+84 SC 1+05 SC 1+21 Sc 1+51 Sc POOR TO GOOD 1+55 SC 1+63 Sc 2+23 SC GOOD TO FAIR 2+38 SC 2+48 2+52 1 SIDE REHAB q 2+68 LC 2+79 Sc 2+93 LC 3+21 Sc 3+39 LC 3+57 Sc 3+75 3+80 3+89 Sc Sc SIDE REHAB 14 4+15 LC 4+51 SC 4+72 LC 5+13 LC 5+39 LC 5+72 LC 6+15 LC SIDE CRACK 8 6+58 SC 6+85 LC 7+16 SC 7+42 LC 7+80 LC 8+21 LC 8+24SC SIDE CRACK 8 8+44 LC 8+70 SC 8+80 SC 9+04 Sc 9+23 SC 9+40 Sc 9+79 9+90 10+05 10+27 10+54 10+68 Sc SC Sc Sc Sc SIDE REHAB 89 10+92 LC 11+00 SC 11+17 Sc CHIAWANA TRAIL -SC = Small Crack/1" or less STATION ' LC = Large C aC-11 or grea.— ADDITIONAL 'CRACKS DEFECT ADDITIONAL ADDITIONAL ROOT PAVEMENT COMMENTS PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 11+40 LC 11+53 LC 11+67 Sc 11+86 LC FAIR TO GOOD 14+05 Sc 14+18 Sc 18+14 SC 18+27 SC 18+72 LC GOOD TO FAIR 18+93 SC 19+22 LC 19+50 LC 19+80 SC 19+99 SC 20+08 SC 20+35 LC 20+69 LC 20+93 LC 20+99 LC 21+23 Sc 21+53 LC 21+74 SC 21+98 SC 22+25 LC 22+66 LC 22+91 Sc 23+30 LC 23+52 LC 23+80 LC 24+17 LC 24+19 Sc 24+56 LC 25+06 LC 25+58 LC 26+01 LC 26+23 LC 26+77 LC 27+16 LC 27+48 LC 27+76 LC 28+16 LC 28+61 LC 29+06 LC 29+26 Sc 29+46 LC 29+94 LC 30+34 LC 30+52 Sc 30+70 LC 31+04 Sc 31+17 Sc CHIAWANA TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFER COMMENTS ADDITIONAL PATCHING ADDITIONAL ROOT SEALING BARRIER PAVEMENT REMOVAL/REPLACEMENT 31+48 LC 31+87 SC 32+29 LC 32+61 LC 32+89 Sc 33+18 LC 33+44 SC 33+68 LC 33+94 LC 34+31 LC 34+63 Sc 34+92 LC 35+22 LC 35+58 LC 35+95 LC 36+34 LC 36+70 Sc 36+96 LC 37+12 LC 37+32 LC 37+55 LC 37+71 Sc 37+89 SC 38+15 Sc 38+31 Sc 38+59 Sc 38+90 LC 39+04 SIDE REHAB 8 39+22 Sc 39+46 LC 39+91 LC 40+49 LC 40+93 Sc 41+01 SIDE CRACK 8 41+13SC 41+53 ROOT BARRIER& REPLACEMENT 50 50 41+62 LC 41+83 Sc 42+10 LC 42+52 SC 42+59 LC 42+96 Sc 43+30 LC 43+78 Sc 44+15 Sc 44+44 LC 44+72 Sc 45+08 Sc 45+67 LC 46+09 Sc 46+34 Sc CHIAWANA TRAIL *SC = Small Crack/1" or less +� _L eCrad H^ afn STATION ��.-�w.b�........a� �. *CRACKS ADDITIONAL DEFER COMMENTS ADDITIONAL ADDITIONAL ROOT PATCHING SEALING BARRIER PAVEMENT REMOVAL/REPLACEMENT 46+67 SC 46+85 LC 47+18 SC 47+45 LC 47+74 LC 48+07 LC 48+44 SC 48+65 SC 48+82 SC 49+14 LC 49+56 SC 50+00 LC 50+50 LC 50+83 SC 51+26 LC 51+47 SC 51+64 Sc 51+82 LC 52+20 LC 52+54 LC 52+70 SIDE CRACK 8 52+97 LC 53+37 LC 53+77 LC 54+02 SC 54+43 LC 54+57 SC 54+99 LC FAIR TO POOR 55+27 SC 55+88 SC 56+39 SC 56+68 SC 56+89 SC 57+06 SC 57+24 SC 57+67 SC 57+92MSC 58+18 58+44 58+73REPLACEMENT 796 59+05 59+33 59+55 59+74 60+13 60+44 60+71 61+60 ii flC61+03 61+80 62+36 CHIAWANA TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL DEFER ADDITIONAL ADDITIONAL ROOT COMMENTS PATCHING SEALING BARRIER PAVEMENT REMOVAL/REPLACEMENT 213'S 62+95 SC POORTO GOOD 63+15 SC REPLACEMENT GOOD TO POOR 109 63+30 SC 63+43 SC 63+67 SC 63+94 SC 64+24 SC POORTOGOOD 64+70 SC 65+05 SC 65+47 SC REPLACEMENT GOOD TO POOR 58 65+64 SC 65+78 SC 66+05 SC END TRAIL [i I-182 TRAIL *SC = Small Crack/1" or less *LC = Large Crack/1" or greater STATION *CRACKS ADDITIONAL COMMENTS ADDITIONAL ADDITIONAL ROOT PAVEMENT DEFECT PATCHING SEALING BARRIER REMOVAL/REPLACEMENT 230+74 1 END TRAIL AMENDMENTS City Of Pasco Amendment to the Standard Specifications Division 1 City of Pasco Amendment to the Standard Specifications Divisions 2 — 9 II CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS July 1.2015 Pasco Municipal Code 14.08.010 The Standard Specifications for Road, Bridge, and Municipal Construction published by Washington State Department of Transportation shall govern all construction, modification, extension or improvement affecting directly or indirectly any City utility or street infrastructure elements. Said improvements include, but are not limited to, streets, sidewalks, structures, sewer fines, water lines, storm drainage lines, irrigation lines, or appurtenances thereto, either by public contract or by private development, within the City. The Standard Specifications are adopted as modified by the City of Pasco Amendments to the Standard Specifications and the City of Pasco Standard Drawings, approved and signed by the city Engineer, except as may be directed by the City Engineer. The City Clerk shall keep three copies of the Standard Specifications and Amendments on file at all times as required by state law. (Ord. 3969,2010; Ord. 1367 Sec. 1, 1969.) The Standard Specifications for Municipal Public Works Construction, as prepared by the Washington State Department of Transportation 2014 Standard Specifications for Road, ' Bridge, and Municipal Construction hereinafter referred to as "Standard Specifications," hereby references are made a part of said specifications as amended before January 1, 2014, by the Washington State Department of Transportation , the City of Pasco Standard Amendments, 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 Copies of the City of Pasco Standard Amendments may be acquired at: http://pasco-wa.gov/index.aspx?NID=409 AMENDMENTS: Introduction: The following Amendments to the Standard Specifications supersede any conflicting provisions of the Standard Specification. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to any particular project. SS -1 Modifications and Clarifications to the General Requirements of the Standard Specification: 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (October 3, 2014 COP GSP) Supplement Section 1-01.3 with the following: City City shall mean City of Pasco, Washington Contracting Agency Contracting agency shall mean City of Pasco, Washington Engineer/ Project Engineer The City Engineer, acting directly or through his authorized representative. (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. SS -2 r Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be fiunished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be finnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed Section 1-08.5. SS -3 Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whateve bond form(s) are required by the Contract Documents, which may be a combination of Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders (August 1, 2002 COP GSP) Supplement Section 1-02.1 with the following: Bidders and Sub -contractors shall be pre -qualified in accordance with Pasco Municipal Code 14.10 `Qualification for Public Works Construction' 1-02.2 Plans and Specifications (November 4, 1997 COP GSP) Delete Section 1-02.2 and replace it with the following: For projects issued by the City of Pasco, copies of plans and specifications (bidding documents) will be on file in the office of the Engineer and may be obtained, at the City, at the cost defined in the Invitation for Bid. After award of the contract, five (5) sets of plans and specifications will be issued without charge. SS -4 1-02.5 Proposal Forms (June 27, 2011 AP WA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be fiunished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of the Bid Proposal (June 27, 2011 AP WA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. SS -5 (May 1, 2012 COP GSP) Revise the fifth paragraph, numbered item 1. to read: The Bidder shall list all Subcontractors who will perform work on the Subcontract Disclosure Form. 1-02.8 Noncollusion Declaration (November 4, 1997 COP GSP) Supplement Section 1-02.8 with the following: A Non -collusion Declaration (Certificate) is required. 1-02.9 Delivery of Proposal (October 1, 2005 AP WA GSP) Supplement Section 1-02.9 with the following: Bid bonds shall be submitted on the form supplied by the Contracting Agency. 1-02.14 Disqualifications of Bidders (November 4, 1997 COP GSP) Supplement Section 1-02.14 with the following: 11. The Bidder's Statement of Qualifications is found to be in error, questionable, or not in the best interest of the City. 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise Section 1-02.15 to read: Before awarding any contract, the Contracting Agency may require one or more of these: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, SS -6 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bid (January 23, 2006APWA GSP) Revise the first paragraph of Section 1-03.1 to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount the Contracting AQencv will unilaterally revise the unit or lump sum price to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, includine sales taxes where applicable and such additives and/or alternates as selected by ' the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract (January 1, 2010 COP GSP) Revise Section 1-03.2 to read: Normally, Contract Award or Bid rejection will occur within 60 calendar days after Bid opening. If the lowest responsible Bidder and the Contracting Agency agree, this deadline may be extended. If they cannot agree on an extension by the 60 -calendar day deadline, the Contracting Agency reserves the right to Award the Contract to the next lowest responsible Bidder or reject all Bids. The Contracting Agency will notify the successful Bidder of the Contract Award in writing. 1-03.3 Execution of Contract (January 1, 2010 COP GSP) Revise Section 1-03.3 to read: Within 10 -calendar days after the Award date, the successful Bidder shall return the signed Contracting Agency -prepared Contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before SS -7 execution of the Contract by the Contracting Agency, the successful Bidder shall provide any pre -Award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a Contract, no Proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the Bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 -calendar days after the Award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005APWA GSP) Revise the first paragraph of Section 1-03.4 to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 5 Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond, and 6 Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner) If the Contractor is a corporation the bond must be signed by the president or vice-president unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e.,corporate resolution power of attorney or a letter to such effect by the president or vice-president). ME 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 3, 2014 COP GSP) Revise the second paragraph of Section 1-04.2 to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Approved Construction Plans, 5. City of Pasco Amendments to the Standard Specifications, 6. Amendments to the Standard Specifications, 7. Standard Specifications, 8. Contracting Agency's Standard Plans or Details (if any), and 9. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.7 Differing Site Conditions (Chanced Conditions) (January 1, 2010 COP GSP) Supplement Section 1-04.7 with the following: The Contractor may perform test pits to investigate subsurface conditions during the bidding phase with approval from the Engineer. 1-05 CONTROL OF WORK 1-05.4 Conformity with Plans, Stakes, Deviation (January 1, 2012 COP GSP) Supplement Section 1-05.4 with the following: The Contractor shall provide a surveyor, licensed to practice in the State of Washington, for all project surveying. The Engineer will provide any survey control and benchmarks used in the creation of the construction drawings. Unless otherwise provided for in the bid proposal, all costs for project surveying shall be included in the cost of other bid items. The stationing marked in the field for construction staking shall match the stationing on the construction drawings. SS -9 "Blue Top" stakes shall be provided for subgrade and top course, on the roadway center line, at a minimum of 50 -foot stations on tangent sections and 25 -foot stations on horizontal curves, vertical curves, and through intersections. "Blue Top" stakes shall also be provided at the quarter crowns, matching the centerline spacing, for all cross sections 40 feet and wider. When concrete curb and gutter exists or is installed with the project, "Blue Top" stake elevations shall be referenced to the curb elevations and may vary slightly from the construction drawings to achieve the required crushed surfacing thicknesses and roadway cross slopes. The Engineer reserves the right to check or have checked all project surveying. If the surveying is determined to be incorrect, the Contractor shall bear all costs associated with checking the surveying. If the grades are found to be correct, the Contractor will be compensated for costs and lost time in accordance with Section 1-04.4. 1-05.6 Inspections of Work and Materials (January 1, 2010 COP GSP) Supplement Section 1-05.6 with the following: The Engineer or his representative may not be on the job site full-time. The Contractor shall follow the approved construction plans and specifications, schedule, and request inspections and testing at the appropriate times as required herein. The Engineer will make an effort to provide inspections on short notice, but if unable to, the requirements for proper notice shall apply. The project schedule prepared by the Contractor and approved by the Engineer shall also be used as a guide for the Contractor to schedule inspections. The Contractor shall provide 48 hours of response time to a request for inspections and 48 hours for testing, but in no case shall there be more than 72 hours notice. The request shall state the date and approximate time the inspection or test is requested. If the Contractor has requested two (2) inspections or tests and is not prepared for said inspection or test, the Contractor shall pay the costs for any additional improperly scheduled requests. At the beginning of the project, or each applicable construction activity, the Contractor shall meet with the Engineer and establish a minimum 100 feet of product, in the field, which meets the specifications. This work includes: survey staking and control, pavement cuts, utility trenches, trench bedding, pipe installation, backfill, patches, curb and gutter alignment, grade and finish, sidewalk finish, paving finish, and any other activities determined by the Engineer to be important to the project. No major amount of work shall proceed until this is established. This does not waive the Contractor's requirements in the specifications for quality control or materials used. Inspections and testing are mandatory for acceptance of backfilling any utility trenches; placing base course and top course for streets; paving: placing sidewalks, curbs and gutters, sewer and water line installation. SS -10 1-05.7 Removal of Defective and Unauthorized Work (October], 2005 APWA GSP) Supplement Section 1-05.7 with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from ' monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. (January 1, 2012 COP GSP) Supplement Section 1-05.7 with the following: For new roadway/street construction and overlay projects, HMA work rejected shall require the replacement of the entire road or street width from block to block or as approved in writing from the Engineer. For trench patching, HMA work rejected shall require the replacement of the entire patch width from block to block or as approved in writing from the Engineer. SS -11 1-05.11 Final Inspection Delete Section 1-05.11 and replace it with the following: 1-05.11 Final Inspections and Operational Testing 1-05.11(1) Substantial Completion Date (January 1, 2012 COP GSP) The Contracting Agency has the right to use any and/or all work prior to Substantial Completion. Utility castings shall be raised to final grade and final patching shall be completed prior to issuance of Substantial Completion. When the Contractor considers the work substantially notify the Engineer in writing, requesting the Engi Completion Date. The Contractor's request shall list tl completed in order to reach physical completion. UI request, the Engineer will schedule an inspection of the establish the Substantial Completion Date unilaterally. complete, the Contractor shall neer establish the Substantial ie specific items of work to be ,on receipt of the Contractor's work. The Engineer may also After this inspection, the Engineer will notify the Contractor in writing concurring in or denying Substantial Completion. Upon receipt, the Contractor shall provide the Engineer with a revised schedule and pursue without unauthorized delay the work necessary to reach substantial completion. The process shall be repeated until the Engineer establishes the Substantial Completion Date. Once the substantial completion date has been established, the Contractor shall work without delay to reach physical completion. Any defective work found after Substantial Completion and prior to Final Acceptance shall be considered contract work. 1, 2005 APWA When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. SS -12 This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to WSDOT Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testin¢ (October 1, 2005 APWA GSP) It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.12 Final Acceptance (January 1, 2010 COP GSP) Revise the third sentence of the first paragraph of Section 1-05.12 to read: SS -13 The City Council accepts the completed Contract and the items of Work shown in the final estimate by signature of the Final Contract Voucher Certification. (January 1, 2012 COP GSP) Supplement Section 1-05.12 with: The City shall issue a statement of Final Acceptance at project completion. Work performed by City forces, when a contractor fails to conform to the requirements of 1- 05.11, in which reimbursement to the City has not been made, will be withheld from the final payment. A 60 -day appeal period will begin the day after final acceptance. The retainage shall be released after the appeal period and in accordance with Washington State R.C.W.'s. (See 1-09.9(1) Retaina e Add the following new section: 1-05.12(l) One -Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05 .13 Superintendents Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. SS -l4 Add the following new section: 1-05.16 Water and Power (October 1, 2005 AP WA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. (October 3, 2014 COP GSP) Supplement with the following: If City water is used for any work related to.this project, a Fire Hydrant Meter and Gate Valve will need to be obtained from 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 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 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. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.2(1) Samples and Tests for Acceptance (January 1, 2012 COP GSP) Supplement Section 1-06.2(1) with the following: SS -15 The Engineer may designate a third party testing agency to perform sampling and testing. The Engineer shall be notified 48 -hours in advance of all testing. If work is rejected due to test failure, the Contractor shall remove and replace the rejected work. If the work fails testing again, all costs for further testing shall be home by the Contractor. The costs for samples and testing shall be borne by the owner for all projects that are not City -constructed projects. 1-06.2(2) Statistical Evaluations of Materials for Acceptance (November 4, 1997 COP GSP) Delete Section 1-06.2(2) 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement Section 1-07.1 with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. SS -16 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the ' Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other SS -17 conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations 1-07.5(1) General (January 1, 2012 COP GSP) Supplement Section 1-07.5(1) with the following: 4. Dumping of material removed from catch basins and other storm drain structures into the right of way, sanitary sewer or storm drain system is prohibited. Contractor's caught disposing of materials in this manner will be assessed damages and may have their prequalification status revoked. 1-07.9 Wages 1-07.9(1) General (November 11, 1997 COP GSP) Supplement the eighth paragraph of Section 1-07.9(1) with the following: The Contractor shall pay all required fees established in WAC 296-127-045 and consider said fees incidental to the project. SS -18 1-07.17 Utilities and Similar Facilities (January 1, 2012 COP GSP) Supplement Section 1-07.17 with the following: Only City personnel shall operate water system valves. Where the location of the work is in proximity to overhead wires and power lines, the Contractor shall coordinate all work with the utility and shall provide for such measures as may be necessary for the protection of workmen. Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. In addition to the requirements of RCW 19.122, the Contractor shall use surface features and other evidence in determining the approximate utility location prior to excavation. The Contractor shall hand dig to expose known utilities. 1-07.18 Public Liability and Property Damase Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 24, 2011 APWA GSP) ' 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period SS -19 ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self- insurance, or insurance pool coverage. F. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any insurance policy. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): ■ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. SS -20 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as Additional hisured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coveraaes and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) SS -21 Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.23 (1) Construction Under Traffic (January 1, 2010 COP GSP) Delete the second paragraph of Section 1-07.23(1) in its entirety, and replace it with the following: To disrupt traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. The Contractor shall perform the following: 1-07.24 Rights of Wav (October 1, 2005 AP WA GSP) Delete Section 1-07.24 in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. SS -22 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. 1 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS Add the following new section: SS -23 1-08.0 Preliminary Matters (May 25, 2006 AP WA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 48 hours prior to the day(s) the Contractor is requesting to change the hours. SS -24 If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non -Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non -working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. Add the following new section: 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (May 25, 2006,4P WA GSP) Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8 -hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight -rime costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: SS -25 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 AP WA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. (January 1, 2010 COP GSP) Supplement Section 1-08.4 with the following: The Notice to Proceed shall specify the first day of the contract. 1-08.5 Time for Completion (January 1, 2012 COP GSP) Revise the third paragraph of Section 1-08.5 to read: Contract time shall begin on the day indicated in the written notice to proceed. The contractor must obtain written authorization from the engineer to start work on the project at an earlier date. If permission is granted, then Contract time shall begin on the first working day when onsite Work begins. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. (January 1, 2012 COP GSP) Revise the fifth paragraph of Section 1-08.5 to read: The Engineer will give the Contractor written notice of the Physical Completion Date for all Work the Contract requires. That date shall constitute the Physical Completion Date of SS -26 the Contract, but shall not imply the City Council's acceptance of the Work or the Contract. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement Section 1-09.6 with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: SS -27 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be fmal in accordance with Section I-05.1. (March 13, 2012 APWA GSP) Supplement this section with the following: Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000. (April 10, 2006 COP GSP) Supplement this section with the following: If mutually agreed upon, the City may prepare the Progress Payment Estimate. The Contractor shall submit Request for payments on forms approved by the Engineer, monthly for payment. The Engineer shall, upon receipt of progress payment request, review for accuracy. The Engineer shall correct any inaccurate entries and return progress payment request to the Contractor for concurrence and re -submittal. If mutually agreed upon, by the Engineer and Contractor, the City may prepare the Progress Payment. The Contractor, Engineer, and Director of Public Works or Designee, shall sign the progress payment in order for the payment to be valid. The City will make payment within thirty calendar days from the date of the valid progress payment. The cut off period for work covered in a progress period will be within the last ten days of the month, usually by the 25th. SS -28 1-09.11(3) Time Limitations and Jurisdictions (January 1, 2010 COP GSP) Revise Section 1-09.11(3) to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the City arising from the Contract shall be brought within 180 -calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the City Council; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of Franklin County. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the City arising from the Contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or action. 1-09.13 Claims Resolution (April 4, 2006 COP GSP) Revise Section 1-09.13 as follows: ' Delete Section 1-09.13(2) in its 1-09.13(3) Claims $250,000 or Less Delete Section 1-09.13(3) in its entirety. 1-09.13(3)A Administration of Arbitration Delete Section 1-09.13(3)A in its entirety. 1-09.13(3)B Procedures to Pursue Arbitration Delete Section 1-09.13(3)B in its entirety. 1-09.13(4) Claims in Excess of $250,000 Delete Section 1-09.13(4) in its entirety. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3(14)D Compaction and Moisture Control Tests (January 1, 2012 COP GSP) Supplement Section 2-03.3(14)D with the following: SS -29 Compaction testing shall be performed at the following interval, as a minimum Subgrade: Two (2) tests for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet). Ballast and Crushed Surfacing: Two (2) tests for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet. Hot Mix Asphalt: Two (2) tests for the first three thousand, five hundred (3,500) square feet and one (1) test for each additional three thousand, five hundred (3,500) square feet. Hot Mix Asphalt shall be tested on the same working day that it was placed. Embankments: Two (2) tests for the first one thousand (1,000) square feet and one (1) test for each additional one thousand (1,000) square feet. Tests will be taken at varying depths within the embankment. Trenches: Three (3) tests, at varying depths, shall be performed within the first one hundred (100) feet of pipeline installed to establish compaction method. Once a satisfactory method has been established, one test shall be performed for each one hundred (100) linear feet of pipeline installed. Tests shall be taken at varying depths along the trench. Compaction method shall be reestablished each time backfill material, compaction equipment, or method of operation changes. If the product fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional work. Testing shall be in accordance with Section 1-06.2(1). 2-11 TRIMMING AND CLEANUP 2-11.3 Construction Requirements (January 1, 2012 COP GSP) Supplement "the Contractor shall' of Section 2-11.3 with the following: 7. Restore all grass area affected by construction with sod and in accordance with the City of Pasco Construction Standards. 8. Restore all landscaping rock, mulch, and bark with the same materials as existed prior to construction. 9. Restore all shoulders, from edge of pavement to right of way line, with the same material as existed prior to construction, except that earth shoulders shall be restored with 2 inches of compacted crushed surface top course. 10. Restore the site and offsite areas damaged by the Work to their original condition or better and to the satisfaction of the Engineer and the adjoining homeowners. SS -30 5-04 HOT MIX ASPHALT 5-04.2 Materials (January 1, 2010 COP GSP) Revise the first sentence of the third paragraph of Section 5-04.2 to read: If provided for in the special provisions or with approval in writing from the engineer, the contractor may utilize recycled asphalt pavement (RAP) in the production of HMA. Revise the first sentence of the fifth paragraph to read: If provided for in the special provisions or with approval in writing from the engineer, the contractor may use warm mix asphalt (WMA) processes in the production of HMA. 5-04.3(3)A Material Transfer Device/Vehicle (August 3, 2009 WSDOT GSP) Section 5-04.3(3)A is deleted in its entirety. 5-04.3(5)A Preparation of Existing Surfaces (January 1, 2010 COP GSP) ISupplement Section 5-04.3(5)A with the following: Overlays and Utility Patches Edges of asphalt and curb edge shall be tack coated. Prior to paving utility trenches, the edges of the trenches shall be saw -cut parallel to the center of the street leaving long straight edges. Should any undermining occur on existing adjacent pavement, the contractor shall neatly cut the pavement 6 inches beyond the undermined area. The Engineer may waive all or a portion of the saw cutting requirement if the original street cut is straight and not damaged. 5-04.3(5)D Soil Residual Herbicide (January 1, 2012 COP GSP) Revise the first paragraph of Section 5-04.3(5)D to read: Contractor shall apply one application of an approved soil residual herbicide on areas where hot mix asphalt is applied. The requirements of Section 8-02.3(2)A shall apply to this application. The application of herbicide shall precede paving by no more than 24 hours. SS -31 5-04.3(7)A Mix Design (January 1, 2010 COP GSP) Supplement Section 5-04.3(7)A with the following: Unless stated otherwise or with written approval from the engineer, the contractor shall use HMA Cl %s' PG 64-28 in accordance with section 9-03.8(7). 5-04.3(7)A2 Statistical or Nonstatistical Evaluation (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Mix designs for HMA accepted by Nonstatistical or Commercial evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2) and 9-03.8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; The proposed mix design indicated on a WSDOT mix design/anti-strip report that is within one year of the approval date The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. SS -32 5-04.3(8)Al General (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. ' 5-04.3(8)A3 Sampling (January 1, 2012 COP GSP) Supplement Section 5-04.3(8)A3 with the following: One (1) sample shall be taken within the first one hundred (100) tons of asphalt delivered to the site and every 400 tons thereafter with a minimum of one (1) sample per working day. If the asphalt fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional asphalt being delivered. Testing and samples shall be in accordance with Section 1-06.2(1). 5-04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. (April 10, 2006 COP GSP) Supplement Section 5-04.3(8)A5 with the following: HMA testing shall be pre -arranged and oil content results reported within two (2) hours of sampling. Initial reports may be by phone, subsequent written documents shall be submitted to the City prior to the next day's paving shift. SS -33 5-04.3(8)A6 Test Methods (January 16, 2014 AP WA GSP) Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5-04.3(9) Spreading and Finishing (January 1, 2010 COP GSP) Revise the first paragraph of Section 5-04.3(9) to read: The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer. HMA of 3 inches or less in depth shall be placed in one lift HMA over 3 inches in depth shall be placed m multiple lifts of equal thickness. 5-04.3(12) Joints (January 1, 2011 COP GSP) Supplement Section 5-04.3(12) with the following: All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the abutting edge, free of coarse material at the surface, and neat in appearance. The Contractor shall use panel widths that minimize longitudinal pavement joints. 5-04.3(16) Weather Limitations (January 1, 2012 COP GSP) Revise Section 5-04.3(16) to read: HMA shall not be placed on any Traveled Way beginning October 1st through March 31st of the following year without written approval from the Engineer. Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F without written approval of the Engineer. HMA shall not be placed on any wet surface, or when the average surface temperatures are less than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the bituminous mixtures. Any exceptions to SS -34 the above and following limitations will not be allowed without the written approval of the Engineer. Wind (mph) Ambient F (Minimum) Surface F Minimum Precipitation 0-5 45o 40° Not Measurable 5-10 500 40o Not Measurable 10-15 55o 40o Not Measurable 15+ No Paving No Paving Not Measurable 1. If the weather criteria are met, the paving contractor shall complete the entire panel or lane with no transverse joints. 2. If meteorological conditions changes after starting, construction shall be monitored by the Engineer and require their approval. 3. HMA shall not be placed on ground that is frozen. The weather guide shall be the "National Weather Service" zone forecast for the Lower Columbia Basin, Washington at www.wrh.noaa.eov/ ' 5-04.4 Measurement (January 1, 2012 COP GSP) Revise the third paragraph of Section 5-04.4 to read: Soil residual herbicide will be included in the cost of HMA. 5-04.5 Payment (January 1, 2010 COP GSP) Delete the following in Section 5-04.5: "Soil Residual Herbicide ft. Wide", per mile, or "Soil Residual Herbicide", per square yard. The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04.3(5)D. 5-04.5(1) Ouality Assurance Price Adjustments (November 11, 1997 COP GSP) Delete Section 5-04.5(1) in its entirety. SS -35 5-04.5(1)A Price Adjustment for Ouality of HMA Mixture (November 20, 2006 COP GSP) Delete Section 5-04.5(1)A in its entirety. (November 20, 2006 COP GSP) Delete Section 5-04.5(1)B in its entirety. 6-02 CONCRETE STRUCTURES 6-02.3(14) Finishing Concrete Surfaces (January 1, 2010 COP GSP) Supplement Section 6-02.3(14) with the following: The completed surface shall be of uniform texture, smooth, uniform as to grade, and free from defects of all kinds. The completed surface shall not vary more than 1/8 -inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The finish shall be a light broom finish, or as noted in the City of Pasco Standard Plans, or as approved by the Engineer. A non-uniform finish, an overworked finish, a fmish where a cement layer has formed, discolored, is spalling, or a finish damaged by the weather, will not be accepted. 7-01 DRAINS 7-01.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-01.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-04 STORM SEWERS 7-04.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-04.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-04.3(1) Cleaning and Testing 7-04.3(1)A General SS -36 (October 3, 2014 COP GSP) Supplement Section 7-04.3(1)A with the following: All storm piping, with the exception of infiltration trench perforated pipe, shall have television inspection. Cost of television inspection shall be included in the pipe installation cost. All recordings shall be in color and in DVD format, playable on standard DVD players. Television inspection shall begin at the downstream structure and end at the next upstream structure. The camera speed shall not exceed one-half (1/2) foot per second. A pivot head camera shall be used with detailed inspection of all laterals showing the entire lateral with a 360 degree pan around the opening. Panning of each lateral shall be a minimum of 15 seconds. The Contractor shall add colored dye that contrasts with the pipe color and clean water to the cleaned storm line before television inspection. The recording shall be free from static and a minimum distance of 10 feet shall be clearly visible in front of the camera. All recordings shall show on the screen the correct time and date of the inspection, the name of the camera operator, the manhole numbers being inspected, an accurate footage count, and all lateral locations using a 12 hour clock position. ' All inspections shall be performed by Pipeline Assessment and Certification Program (PACP) trained personnel. The Contractor shall provide a copy of the inspection, with all appurtenant written logs, within 24 hours of the inspection. 7-05 MANHOLES, INLETS, CATCH BASINS. AND DRYWELLS 7-05.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-05.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List, 7-05.3 Construction Requirements (January 1, 2010 COP GSP) Delete the tenth paragraph of Section 7-05.3. 7-05.3(3) Connection to Existing Manhole. (Line, Catch Basin or Curb Inlet) (January 1, 2010 COP GSP) Delete the last sentence of the second paragraph of Section 7-05.3(3) SS -37 Supplement Section 7-05.3(3) with the following: The Contractor shall be required to core drill into the structure, shape the channel to accommodate the new pipe, and grout the opening. 7-05.4 Measurement (November 11, 1997 COP GSP) Revise the fourth paragraph of Section 7-05.4 to read: Structure excavation Class B and structure excavation Class B including haul, shall be included as part of the applicable unit or lump sum bid item. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-08.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-08.3(1)A Trenches (January 1, 2012 COP GSP) Supplement Section 7-08.3(1)A with the following: Existing pavement shall be neatly saw -cut on both sides of the trench parallel to and a minimum of 6 inches back from the top of the trench width. 7-08.3(2)B Pipe Laving — General (January 1, 2012 COP GSP) Supplement Section 7-08.3(2)B with the following: Sewers and side sewers crossing water mains shall be laid below the water mains to provide a vertical separation of at least 18 inches between the invert of the water main and the crown of the sewer. Sewers and side sewers shall not cross above water mains without approval of the Engineer. When conditions prevent a vertical separation as described above, the sewer shall be: • Constructed of water main standard material, or; Constructed of standard gravity -sewer material encased in CDF as described in Section 2-09.3(1)E. CDF encasement shall extend for the length of the crossing segment and shall encase the pipe such that the CDF is a minimum of two feet in thickness from all sides of the sewer pipe, or; SS -38 Constructed of standard gravity -sewer material and encased in a one- quarter inch minimum thickness continuous steel, ductile iron, or pressure - rated PVC pipe with a dimension ratio (DR) (the ratio of the outside diameter to the pipe wall thickness) of 18 or less. All voids between the sewer and the host pipe shall be pressure -grouted with sand cement grout or bentonite. Commercially available pipe skids and end seals are acceptable. The length of the sewer segment shall be the maximum standard length available from the manufacturer (but not less than 18 feet) and shall be installed with the segment centered at the point of crossing so that the joints will be equidistant and as far as possible from the water main. (January 1, 2012 COP GSP) Revise the third paragraph of Section 7-08.3(2)B to read: Pipe shall be laid to a true line and grade at the invert of the pipe and the Contractor shall exercise care in matching pipe joints for concentricity and compatibility. In no case shall two pipes be joined together with ends having the maximum manufacturer's tolerance. The invert line may vary from the true line and grade within the limits stated to develop uniformity, concentricity, and uniform compression of jointing material provided such ' variance does not result in a reverse sloping invert. The limit of variance at the invert elevation of the pipe shall be plus or minus Y4 -inch for a completed, backfilled pipe. Checking of the invert elevation of the pipe shall be done by remote operated CCTV camera utilizing a Y4 -inch measuring device (lead ball). 7-08.3(3) Backfilling (January 1, 2012 COP GSP) Revise the second paragraph of Section 7-08.3(3) to read: Pipe zone backfill material shall be 5/8 minus crushed rock, pea gravel, or granular sand, free from clay, frozen lumps, roots, or moisture in excess of that permitting required compaction in accordance with 9-03.12(3). (January 1, 2012 COP GSP) Supplement Section 7-08.3(3) with the following: Backfill above the pipe zone may be placed in horizontal lifts up to 18 inches thick with written approval of the Engineer. SS -39 7-09 WATER MAINS 7-09.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-09.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. (January 1, 2012 COP GSP) Supplement Section 7-09.2 with the following: PVC pipelines under streets or roadways shall be Class 150 AWWA C-900/905 pipe with ductile iron fittings. All other pipelines shall be either class 200 PVC or galvanized where shown on the irrigation details. Fittings for pipelines 4 -inch and larger, shall be cast or ductile iron. 7-09.3(5) Grade and Alienment (January 1, 2012 COP GSP) Supplement Section 7-09.3(5) with the following: Water mains shall be laid above sanitary sewers and side sewers to provide a vertical separation of at least 18 inches between the invert of the water main and the crown of the sewer. Water mains shall not be laid in a manner that violates the minimum separation or below sanitary sewers and side sewers without the approval of the Engineer. (January 1, 2012 COP GSP) Revise the first sentence of the third paragraph of Section 7-09.3(5) to read: The depth of trenching for water mains shall be such as to give a minimum cover of 42 inches over the top of the pipe unless otherwise specified in the Special Provisions. 7-09.3(9) Beddine the Pipe (January 1, 2012 COP GSP) Revise Section 7-09.3(9) to read: Gravel backfill for pipe zone bedding and pipe zone backfill shall be select granular material free from wood waste, organic material, and other extraneous or objectionable material in accordance with 9-03.12(3). Gravel backfill for pipe zone bedding shall be placed to the depths shown in the Standard Plans. Gravel backfill for pipe zone bedding shall be rammed and tamped around the pipe to 95 -percent of maximum density by SS -40 approved hand-held tools, so as to provide firm and uniform support for the full length of the pipe, valves, and fittings. Care shall be taken to prevent any damage to the pipe or its protective coating. 7-09.3(11) Compaction of Backfill (January 1, 2010 COP GSP) Revise Section 7-09.3(11) to read: At locations where paved streets, Roadway Shoulders, driveways, or sidewalks will be constructed or reconstructed over the trench, the backfill shall be spread in layers and be compacted by mechanical tampers. In such cases, the backfill material shall be placed in successive layers not exceeding 6 -inches in loose thickness unless with written approval from the Engineer, and each layer shall be compacted with mechanical tampers to the density specified herein. Mechanical tampers shall be of the impact type as approved by the Engineer. 7-09.3(15)A Ductile Iron Pipe (January 1, 2012 COP GSP) Revise the first paragraph of Section 7-09.3(15)A to read: Long radius curves, either horizontal or vertical, may be laid with standard pipe lengths ' by deflecting the joints. If the pipe is shown curved on the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one-half (1/2) of the manufacturer's printed recommended deflections. 7-09.3(19)A Connections to Existine Mains (January 1, 2012 COP GSP) Delete the third paragraph of Section 7-09.3(19)A in its entirety. (January 1, 2012 COP GSP) Supplement Section 7-09.3(19)A with the following: Requests for water line shut downs and water taps shall utilize the City of Pasco Procedure for Scheduling Water Crews, Performing Taps, and Placing New Water Lines in Service. Connection to existing water mains will not be permitted until all required bacteriological and pressure testing has been successfully completed. SS -41 (January 1, 2010 COP GSP) Revise the title of Section 7-09.3(20) to read: 7-09.3(20) Detectable Marking Tape And Tracer Wire (January 1, 2012 COP GSP) Revise Section 7-09.3(20) to read: Detectable marking tape and tracer wire shall be installed over all water lines, including service lines. The tape shall be placed approximately 2 -feet above the top of the line and shall extend its full length. The tracer wire shall be fastened to the top of the pipe with duct tape at 6 -foot intervals and shall be routed up into valve boxes with adequate length for connection to location equipment. Wire splice kits shall be per the City of Pasco materials list. 7-09.3(21) Concrete Thrust Blocking (November 20, 2006 COP GSP) Supplement Section 7-09.3(21) with the following: Thrust blocks shall be formed and placed in conformance to the City of Pasco Construction Standards for the appropriate pipe size and fitting type. 7-09.3(22) Blowoff Assemblies (December 23, 2014 COP GSP) Supplement Section 7-09.3(22) with the following: All dead end lines must end with a blowoff, regardless if there is a hydrant. 7-09.3(23) Hydrostatic Pressure Test (January 1, 2010 COP GSP) Revise Section 7-09.3(23) to read: Water main appurtenances and service connections to the meter setter shall be tested in sections of convenient length under a hydrostatic pressure equal to 150 -psi. Pumps, gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, and measuring equipment necessary for performing the test shall be furnished and operated by the Contractor. Sections to be tested shall normally be limited to 1,500 -feet. The Engineer may require that the first section of pipe, not less than 1,000 -feet in length, installed by each of the Contractor's crews, be tested in order to qualify the crew and the materials. Pipe laying shall not be continued more than an additional 1,000 -feet until the first section has been tested successfully. SS -42 The pipeline shall be backfilled sufficiently to prevent movement of the pipe under pressure. Thrust blocks shall be in place and time allowed for the concrete to cure before testing. Where permanent blocking is not required, the Contractor shall famish and install temporary blocking and remove it after testing. The mains shall be filled with water and allowed to stand under pressure a sufficient length of time to allow the escape of air and allow the lining of the pipe to absorb water. The Contracting Agency will furnish the water necessary to fill the pipelines for testing purposes at a time of day when sufficient quantities of water are available for normal system operation. The test shall be accomplished by pumping the main up to the required pressure and stopping the pump and holding pressure for 1 hour. During the test, the section being tested shall be observed to detect any visible leakage. There shall not be an appreciable or abrupt loss in pressure during the one hour test period. Pressure gauges used in the test shall be accompanied with certifications of accuracy from a testing Laboratory approved by the Engineer. ' Any visible leakage detected shall be corrected by the Contractor. Should the tested section fail to meet the pressure test successfully as specified, the Contractor shall, at no additional expense to the Contracting Agency, locate and repair the defects and then retest the pipeline. Tests shall be made with the hydrant auxiliary gate valves open and pressure against the hydrant valve. Each valve shall be tested by closing each in turn and relieving the pressure beyond. This test of the valve will be acceptable if there is no immediate loss of pressure on the gauge when the pressure comes against the valve being checked. The Contractor shall verify that the pressure differential across the valve does not exceed the rated working pressure of the valve. Prior to calling out the Engineer to witness the pressure test, the Contractor shall have all equipment set up completely ready for operation and shall have successfully performed the test to ensure that the pipe is in satisfactory condition. Defective materials or workmanship, discovered as a result of hydrostatic field test, shall be replaced by the Contractor at no additional expense to the Contracting Agency. Whenever it is necessary to replace defective material or correct the workmanship, the hydrostatic test shall be re -run at the Contractor's expense until a satisfactory test is obtained. SS -43 7-09.3(24)J Preventin¢ Reverse Flow (December 23, 2014 COP GSP) Supplement Section 7-09.3(24)J with the following: All water lines shall be pressure tested and sanitized with a satisfactory report received from the State Health Department prior to the backflow assembly installation. Backflow preventers shall NOT be pressure tested against. 7-09.3(24)K Retention Period (January 1, 2012 COP GSP) Revise Section 7-09.3(24)K to read: Treated water shall be retained in the pipe at least 24 hours but not more than 28 hours. After the 24-hour period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/1. 7-09.4 Measurement (January 1, 2012 COP GSP) Supplement Section 7-09.4 with the following: All pipe fittings shall be measured by size and type. 7-09.5 Payment (January 1, 2010 COP GSP) Supplement the third paragraph of Section 7-09.5 with the following: Payment shall also include detectable marking tape, locator wire, and restrained joints, and connection to existing pipelines. 7-12 VALVES FOR WATER MAINS 7-12.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-12.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. SS -44 7-12.3 Construction Requirements (April 10, 2006 COP GSP) Supplement Section 7-12.3 with the following: Valves shall not be installed in Sidewalks, Pedestrian Curb Ramps, Driveway I Approaches or any other exposed concrete surface. 7-14 HYDRANTS 7-14.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-14.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-15 SERVICE CONNECTIONS 7-15.2 Materials (January 1, 2010 COP GSP) ' Supplement Section 7-15.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-15.3 Construction Reauirements (January 1, 2012 COP GSP) Supplement Section 7-15.3 with the following: No joints are allowed between the corporation stop and the angle meter stop. 7-17 SANITARY SEWERS 7-17.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-17.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-17.3 Construction Reauirements (December 23, 2014 COP GSP) Supplement Section 7-17.3 with the following: SS -45 Sanitary sewer main shall be at least 8" in diameter. All runs shall terminate in a sanitary sewer manhole (no cleanouts allowed). 7-17.3(1) Protection of Existing Sewerage Facilities (January 1, 2012 COP GSP) Supplement Section 7-17.3(1) with the following: When connecting to an existing sewer, the downstream system shall be protected from construction debris by placing a 90 degree, SRECO, UEMSI or equal "stove pipe" sand trap, the same size as the sewer main line, in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this trap until the new system is placed in service and then to remove it. Any construction debris, excavation or backfill material which enters the existing downstream system shall be removed. When the first manhole is set, the outlet shall be plugged until the entire system is accepted by the Engineer. 7-17.3(2) Cleaning and Testing Supplement Section 7-17.3(2) with the following: 7-17.3(2)A General (January 1, 2010 COP GSP) Revise the first sentence of the first paragraph of Section 7-17.3(2)A to read: Sewers and appurtenances shall be cleaned and tested after backfilling by the low pressure air method, except where the ground water table is such that the Engineer may require the infiltration test. Supplement Section 7-17.3(2)A with the following: Contractor shall keep the pipeline clean and free of debris. The pipeline shall be cleaned prior to the contractor requesting inspections. 7-17.3(2)H Television Inspection (January 1, 2010 COP GSP) Revise the second sentence of the first paragraph of Section 7-17.3(2)H to read: The costs incurred in making the initial inspection shall be borne by the contractor. Supplement Section 7-17.3(2)H with the following: SS -46 All recordings shall be in color and in DVD format, playable on standard DVD players. Television inspection shall begin at the downstream manhole and end at the next upstream manhole. The camera speed shall not exceed one-half (1/2) foot per second. A pivot head camera shall be used with detailed inspection of all laterals showing the entire lateral with a 360 degree pan around the opening. Panning of each lateral shall be a minimum of 15 seconds. The Contractor shall add colored dye that contrasts with the pipe color and clean water to the cleaned sewer line before Television inspection. The recording shall be free from static and a minimum distance of 10 feet shall be clearly visible in front of the camera. All recordings shall show on the screen the correct time and date of the inspection, the name of the camera operator, the manhole numbers being inspected, an accurate footage count, and all lateral locations using a 12 hour clock position. All inspections shall be performed by Pipeline Assessment and Certification Program (PACP) trained personnel. The Contractor shall provide a copy of the inspection, with all appurtenant written logs, within 24 hours of the inspection. 7-17.5 Payment (January 1, 2010 COP GSP) Revise the seventh paragraph of Section 7-17.5 to read: The unit Contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for famishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, structure excavation class B, testing sewer pipe, bedding and backfill material, and adjustment of inverts to manholes for the completion of the installation to the required lines and grades.. 7-18 SIDE SEWERS 7-18.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-18.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-18.3(5) End Pipe Marker (January 1, 2010 COP GSP) Revise Section 7-18.3(5) to read: The location of side sewers at the property line shall be marked per the Standard Drawing. SS -47 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3(1) Construction Requirements (March 1, 2015 COP GSP) Supplement Section 8-01.3(1) with the following: Exposed and unworked soils shall be temporarily or permanently stabilized as soon as practicable, unless otherwise approved by the City of Pasco. Contractor shall follow the requirements in the most current publication of the Stormwater Management Manual for Eastern Washington. 8-03 IRRIGATION SYSTEMS (January 1, 2010 COP GSP) Supplement Section 8-03 with the City of Pasco Landscape Irrigation Standards. 8-03.2 Materials (January 1, 2012 COP GSP) Supplement Section 8-03.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List and the City of Pasco Landscape Irrigation Standards. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 8-04.3 with the following: Testing requirements shall be as follows: Project Quantity Test Requirement Less than 5 CY None 5 CY — 10 CY 1 Slump, 4 Cylinders 10+ CY 2 Slump, 4 Cylinders per 25 CY For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). SS -48 Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways (January 1, 2010 COP GSP) Revise the fourth paragraph of Section 8-04.3(1) to read: Expansion joints in the curb or curb and gutter shall be spaced at 50 -foot intervals, the beginning and ends of curb returns, drainage Structures, bridges, and cold joints with existing curbs and gutters. The expansion joint shall be filled to full cross-section with %2 - inch premolded joint filler. When curb or curb and gutter is placed adjacent to Portland Cement Concrete Pavement, a 3/8 -inch thick, 6 -inch deep premolded joint filler shall be installed between the 2 vertical surfaces to prevent cracking. Joint material shall be set flush or trimmed flush with the finished concrete surface. Construction joints shall be at accurate ten (10) foot spacing and shall consist of a two (2) inch cut or slice into the concrete pour, and an additional two (2) inch cut into the heel of the pour. Joints shall be formed neatly and perpendicular to the line of the curb. 8-04.3(1)A Extruded Cement Concrete Curb (January 1, 2010 COP GSP) ISupplement Section 8-04.3(1)A with the following: Joints shall be formed neatly and perpendicular to the line of the curb. 8-13 MONUMENT CASES Supplement Section 8-13 with the following: 8-13.1 Description (March 13, 1995 WSDOT GSP) Section 8-13.1 is deleted and replaced by the following: This work shall consist of furnishing and placing monument cases, covers, and pipes in accordance with the Standard Plans and these Specifications, in conformity with the lines shown in the Plans. 8-13.2 Materials (March 13, 1995 WSDOT GSP) Section 8-13.2 is supplemented with the following: The pipe shall be Schedule 40 galvanized pipe. SS -49 8-13.3 Construction Requirements (March 13, 1995 COP GSP) The last paragraph of Section 8-13.3 is revised to read: The Contractor will be responsible for placing the concrete core and tack or wire inside the pipe. 8-13.4 Measurement (March 13, 1995 WSDOT GSP) Section 8-13.4 is deleted and replaced by the following: Measurement of monument case, cover, and pipe will be by the unit for each monument case, cover, and pipe furnished and set. 8-13.5 Payment (April 28, 1997 WSDOT GSP) Section 8-13.5 is supplemented with the following: "Monument Case, Cover, and Pipe," per each. 8-14 CEMENT CONCRETE SIDEWALK 8-14.3 Construction Reauirements (January 1, 2012 COP GSP) Supplement Section 8-14.3 with the following: Testing requirements shall be as follows: Project Quantity Test Requirement less than 5 CY None 5CY - 10CY 1 Slump, 4 Cylinders 10+CY 2 Slump, 4 Cylinders per each 25CY For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. SS -50 8-14.3(3) Placing and Finishing Concrete (January 1, 2010 COP GSP) Supplement Section 8-14.3(3) with the following: Expansion joints, using 1/2" thick pre -molded material (AASHTO M213) at full depth, shall be perpendicular and provided at a maximum spacing of thirty (30) feet, at cold joints and at each side of driveway. See City of Pasco Standard Detail Plans 3-6 for joints at pedestrianramps. Sidewalk construction joints shall be provided at five (5) foot intervals, or as required to match existing improvements. All work shall be perpendicular to the curb and straight. Joint material shall be set flush or trimmed flush with the finished concrete surface. Concrete finish shall be in accordance with section 6-02.3(14). 8-20 ILLUMINATION. TRAFFIC SIGNAL SYSTEMS INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.3(6) Junction Boxes, Cable Vaults and Pull Boxes (January 1, 2010 COP GSP) Supplement Section 8-20.3(6) with the following: Junction boxes shall be installed at each pole and at each end of all crossings. Junction boxes shall be QUAZITE PG -1324 8-21 PERMANENT SIGNING 8-21.2 Materials (January 1, 2010 COP GSP) Supplement Section 8-21.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 8-22 PAVEMENT MARKING 8-22.2 Materials (January 1, 2010 COP GSP) Supplement Section 8-22.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. SS -51 9-03 AGGREGATES 9-03.12(3) Gravel Backfill for Pipe Zone Bedding (January 1, 2010 COP GSP) Revise Section 9-03.12(3) to read: Gravel backfill for pipe zone bedding shall be used for pipe zone backfill. Gravel backfill for pipe zone bedding shall consist of 5/8 minus crushed gravel, pea gravel, or granular sand. It shall be free from various types of wood waste or other extraneous or objectionable materials. Native material may be used with written approval from the Engineer. 9-15 IRRIGATION SYSTEM (January 1, 2010 COP GSP) Supplement Section 9-15 with the City of Pasco Landscape Irrigation Standards. (January 1, 2010 COP GSP) Revise the title of Section 9-15.18 to read: 9-15.18 Detectable Marking Tape and Tracer Wire (January 1, 2012 COP GSP) Revise Section 9-15.18 to read: Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil, with a metallic foil core to provide the most positive detection and pipeline locators. The tape shall be color coded and shall be imprinted continuously over its entire length in permanent black ink. The message shall convey the type of line buried below and shall also have the word "Caution" prominently shown. Color coding of the tape shall be as follows: utility Tape Color Water Blue Sewer Green Electrical Red Gas/Oil Yellow Telephone/CATV Orange Irdization Pu le SS -52 I The width of the tape shall be as recommended by the manufacture for the depth of installation. Tracer wire shall be 12 -gauge heavy insulated (60 mil) copper wire with OF insulation colored per the chart above for the utility being installed. SS -53 CONSTRUCTION DRAWINGS I vil"T1,11aemi1 SHEET NO, DESCRIPTION 1 OF 3 COVER SHEET 2 OF 3 DETNLS CONSTRUCTION PIAN CHNWAN TRAIL 3 OF 3 CONSTRUCTION PLAN 1-182 TRAIL 4 CHIAWANA TRAIL CITY OF PASCO, 04MEEMNG KENT LICCUE - (509) 545-3444 CRY OF PASCO. PUBLIC WORKS OPERATIONS K91 HOIST 545-3483 CASCADE NATURAL GAS ZACH SMITH - (508) 736-5545 ARNIE GARZA OFFICE - (SOB) 735-5563 ARNIE GARZA CELL - (800) 619-5262 FRANKLIN COUNTY IRRIGATION DISTRICT JOHN BURNS - (509) 547-3871 BASIN DISPOSAL. - (509) 547-2476 CHARTER COMMUNICATIONS LFS ROBERTS - (509) 222-2621 BEN FRANKLIN TRANSIT - (509) 735-4131 CENTURYLINK TOWS MFiVNS - (509) 305-7503 FRANKLIN PUD AARON GONZALEZ OFFICE - (509) 548-5953 AARON GONZA EZ CELL - (509) 727-4475 PASCO SCHOOL DISTRICT. TRANSPORTATION - (509) 547-2510 BPA STEPHANIE LORENZ - (509) 544-4748 X017 TRA[L REQ;AMLIT T[OKI Located in the City of Pasco, Franklin County, Washington • c I: '�j,. " I : � .. Irl. CT LOCATION 1AIL i r rze 9 / MMM APPROYCD'W. 4 �•wYk RM](1HRM1�'.PURyO RECTOR M �f t J 4fi97i 7 wRs.roRo. v... CnrERCMEa I are 8�1 U m d 3 8' NIDE DETAILS TOP OF 1" BEL01 18" BA PAVEMENT RFMOYAL/REELA.QEMENT DETAIL ROOT BARRIER LEFT SIDE SHOWN (MIRROR FOR RIGHT SIM CONSTRUCTION PLAN ry V ASPHALT ASPHALT F ASPHALT PATCHING mm 12' 1"-3" 12" 18" 3"+ 18' f RLL l8-]OYt M ram YAr OW. ON GENERAL NOTE& t. REFER TO APPENDIX A FOR APPROXIMATE STATIONING OF REPAIRS gi.KIIOYCw CaAuUb ebOmYw �e�ldyl. m �I u 5 2 3 CONSTRUCTION PLAN LI-62.TR81 STA: 0+00 TO TA. 100+00 IW sm- ENI m 1'. 1. Stoticn 431+00 10° LT Station 444+00 10° LT Station 465+00 10' LT TREE REMOVAL LOCATION GENERAL NOTES: 1. REFER TO APPENDIX A FOR APPROXIMATE STATIONING OF REPAIRS M-- hJ