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Allstar Construction Group Inc - Contract / Spec Book - GR5-ST-7A-18-02 Rowena Chess School Crossing
CONTRACT DOCUMENTS 17018 - ROWENA CHESS SCHOOL CROSSING PROJECT NO. GRS-ST-7A-1802 ATE NO. HLP-SR17(006) COPY I CONTRACT�ai��1�% 17018 — Rowena CM222, School Crossing 511612DIS PROJECT NO. GRS-57-7A-18022 STATE NO. HLP-SR17(006) TABLE OF CONTENTS 17018 - Rowena Chess School Crossing Project No. GRS-ST-7A-1802; State No. HLP-SR37(006) INVITATIONFOR BIDS...............................................................................................................AD-1 INFORMATION FOR BIDDERS: StandardSpecifications........................................................................................................................... IB -1 Explanation of Contract Documents and Work Site ...... ..................................... .................................... IB -1 Qualificationof Bidders........................................................... .............................. .... ............................. IB -1 Water....................................................................................................................................................... IB -1 Submissionof Bid Proposal.....................................................................................................................IB-2 Scheduleof Events..................................................................................................................................IB-2 Awardof Contract....................................................................................................................................1B-3 Prevailing Wage Requirements...................................................... ..... ........ .......... .................................. IB -3 PROPOSAL: BidProposal....................................................... Subcontract Disclosure ...................................... BidBond............................................................ Non -Collusion Declaration ................................. CONTRACT: ........................................................................ I....... P-1 .............................................................................. SD-1 .............................................................................. BB-1 ............................................................................. NC -1 Contract................................................................................................................................................. CO -1 PerformanceBond.................................................................................................................................. PB -1 StateWage Rate Reference.............................................................................................................. SWRR-1 SPECIAL PROVISIONS City of Pasco Special Provisions ......................... AMENDMENTS .............................................................................. SP -1 City of Pasco Amendment to the Standard Specifications, Division 1- 9 .............................................. SS -1 STANDARD DRAWINGS CONSTRUCTION DRAWINGS TOC ATTENTION CONTRACTORS INVITATION FOR BIDS Rowena Chess School Crossing Project #GR5-ST-7A-1802, State #HLP-SR17(006) The City of Pasco, Washington is inviting and requesting bid proposals for the Rowena Chess School Crossing project. This project involves installation of rectangular rapid flashing beacons (RRFBs) with associated signage, ADA curb ramps, a curb extension, curb and gutter, crosswalk striping, and other associated work. Bid documents, including plans and specifications, may be obtained beginning Monday, June 11, 2018 at 10:00 a.m. through QuestCDN.com using eBidDoc #5770844, for the standard download fee of $10.00. QuestCDN.com can be contacted at 952-233-1632 or info;iuquestCDN.com for additional information and assistance. Bids shall be addressed to the Mayor and the City Council and will be received at the office of the City Clerk, I" Floor City Hall, 525 North 3`d Avenue, Pasco, Washington, up to the hour of 2:00 p.m., June 28, 2018 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 Linda Offerdahl, PE, Project Manager, City of Pasco, Public Works, 525 N. 3 d Avenue, PO Box 293, Pasco, WA 99301, Email: engineering@pasco-wa.gov. The City of Pasco in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d4 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. DATED: June 6, 2018 K te�i McCue Publish: June 10, 2018 Construction Manager June 17, 2018 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 2018 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 2018 Standard Specifications for Road, Bridge and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code 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 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 IB2of3 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 Bid Proposal Subcontract Disclosure Non -Collusion Declaration F PROPOSAL BID PROPOSAL 17018 - ROWENA CHESS SCHOOL CROSSING PROJECT NO. GR5-ST-7A-1802, STATE NO. HLP-SR17(006) HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at 22nd Avenue, just north of Park Street. And has carefully examined specifications, plans, laws, and ordinances covering The project will install ADA curb ramps, curb extension, curb and gutter, rectangular rapid flashing beacons (RRFBs), signs, and associated work. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES 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 Specification ITEM QUANTITY UNIT Pay Item DESCRIPTION Unit Price Total Price 1 1 LS SS 1-09.7 Mobilization �' T 2 70 LF SP 2-02.5 Removing Cement Cone. Curb and Gutter i0 3 11 SY SP 2-02.5 Removing Cement Cone. Sidewalk 2-70 (C 4 3 EA SS 8-01.5 Inlet Protection t SF 5 1 LS SP 8-01.5 Erosion/Water Pollution Control 90T 6 18 SY SS 8-14.5 Cement Cone. Sidewalk 17 30 7 75 LF SS 8-04.5 Cement Cone. Traffic Curb and Gutter 691' 51125 8 1 EA SS 8-14.5 Cement Cone. Curb Ramp Type Parallel A A 9i -S3 ?3 9 1 EA SS 8-14.5 Cement Cone. Curb Ramp Type Perpendicular A 1606 (1 &a P 10 1 LS SP 8-20.7 RRFB and School Crossing Assembly Installation U9A 174 46 11 112 SF SS 8-22.5 Plastic Crosswalk Line i7 4 12 1 LS SP1 -10.5(1) Project Temporary Traffic Control m 1 40 13 1 LS SP 1-05.4 Roadway Surveying 'gu,�a' Sq' TOTAL: / 61g Sl A( -J 6.2�_ l�l P-1 17018 - ROWENA CHESS SCHOOL CROSSING PROJECT NO. GR5-ST-7A-1802, STATE NO. HLP-SR17(006) 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 *20* 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, cashiers 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 ATRic 1 ' d WA THIS 28 DAY OF June , 2018, SIGNED: TITLE: President PRINTED NAM : Bruce Emory NAME OF COMPANY: Allstar Construction Group, Inc. ADDRESS: 2546 Van Giesen Street, Richland WA 99354 TELEPHONE: 509-943-9825 STATE CONTRACTOR'S LICENSE NO.: ALLSTCG902MZ P-2 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 finn(s) of: NAME ADDRESS UBI # LIST ITEM NUMBER 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 2S%, percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: Allstar Construction Group, Inc. NAME: Bruce Emory - President ADDRESS: 2546 Van Giesen Street Richland, WA 99354 PHONE: 509-943-9825 EMAIL: bruce@allstarcai.com Bond No. TS -213 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Allstar Construction Group Inc. as Principal, and Travelers Casualty and Surety Company of Am re_ica as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of Five percent (5Q of total amount bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this 28th day of r„mA 120 18. 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 Rowena Chess School Crossing Project No GR5-4T-7A-1807 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. Travelers Casualty and Surety Allstar Cgjisruction CrouD. Inc. Company of America Principal Surety By: ly�_ By: Christine V. Fel icetty, Atty-in-Fact IMPORT NT: Surety companies executing BONDS must appear on the Treasury Department' most current list (Circular S70 as amended) and be authorized to transact business in the State of Washington. b 1 Travelers Casualty and Surety Company of America AM Travelers Casualty and Surety Company TRAVELERS J I St, Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and S1. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the Stale of Connecticut (herein collectively called the "Companies"). and that the Companies do hereby make, constitute and appoint Christine V. Felicetty, of Seattle, Washington, their Irue and lawful AHomey-in-Fact to sign. execute, seat 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 3rd day of February, 2017. DPW � X Stale of Connecticut By City of Hartford ss. Robert L Raney. Sentbr Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America. Travelers Casualty and Surety Company. and Sl. Paul Fire and Marine Insurance 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 In Witness Whereof, 1 hereunto set my hand and official seal. is My Commission expires the 30th day of June. 2021 O.M-+. ('.. tali tauj,,.t e �:/ r Mane C Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President. any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President. the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to ac 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 riled 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 Attomeys-in-Fac 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 whiten 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 Attorneys -in -Pact 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 Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Manne Insurance Company, do hereby certify that the above and foregoing is a rote and correct copy of the Power of Attorney executed bysaidCompanies, which remains in full force and effect. Dated this day of xkrmrowixw. H.vrrroas �'� (. 1+° on w s Kevin E Assistant Secretary To verily the authenhaty of this Power ofAtfomey, please call us art -BOO -411-3880. Please refer to the above-named AHomey-hir-fed and the details of the bond to which the power is attached. NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NC -1 BID PROPOSAL 17018 - ROWENA CHESS SCHOOL CROSSING PROJECT NO. GR5-ST-7A-1802, STATE NO. HLP-SR17(006) HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at 22nd Avenue, just north of Park Street. And has carefully examined specifications, plans, laws, and ordinances covering The project will install ADA curb ramps, curb extension, curb and gutter, rectangular rapid flashing beacons (RRFBs), signs, and associated work. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES 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 ITEM QUANTITY UNIT Pay Item I I DESCRIPTION Unit Price Total Price 1 1 LS SSI -09.7 Mobilization 2 70 LF SP 2-02.5 Removing Cement Conc. Curb and Gutter 3 11 SY SP 2-02.5 Removing Cement Conc. Sidewalk 4 3 EA SS 8-01.5 Inlet Protection 5 1 LS SP 8-01.5 Erosion/Water Pollution Control 6 18 SY SS 8-14.5 Cement Conc. Sidewalk 7 75 LF SS 8-04.5 Cement Conc. Traffic Curb and Gutter 8 1 EA SS 8-14.5 Cement Conc. Curb Ramp Type Parallel A 9 1 EA SS 8-14.5 Cement Conc. Curb Ramp Type Perpendicular A 10 1 LS SP 8-20.7 RRFB and School Crossing Assembly Installation 11 112 SF SS 8-22.5 Plastic Crosswalk Line 12 1 LS SP 1-10.5(1) Project Temporary Traffic Control 13 1 LS SP 1-05.4 Roadway Surveying TOTAL: P-1 17018 - ROWENA CHESS SCHOOL CROSSING PROJECT NO. GR5-ST-7A-1802, STATE NO. HLP-SR17(006) 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 *20* 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 M 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) , g DATED AT THIS DAY OF .2018. SIGNED PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: STATE CONTRACTOR'S LICENSE NO P-2 I 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 rrEM NUMBER 4 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: PHONE: EMAIL: G R N 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. 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 17018 — Rowena Chess School Crossing Project No. GRS-ST-7A-1802; State No. HLP-SR17(006) STATE OF WASHINGTON ) ) ss COUNTY OF FRANKLIN ) This agreement and contract made and entered into in triplicate this _L4"' day of 2018, by a b tween the Ci y of Pasco a unicipal corporation, hereinaft6e called the City and � � r DYL �� o,-) (�✓owo. _i;, e— hereinafter called the Contractor WITNESSETH: That whereas, the City has caused to be prepared certain plans and specifications for imfovements in and for the City of Pasco and the Contractor did on the —f'day of Q,4t„0 2018 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 thatt copy of said specifications, plans and proposal, filed as aforesaid on the --day ofrN 0, 2018 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 �� day of Y �L� A ,u_y>Y` 2018. CITY OF PASCO A Appr d s to form: y torney 11 CO -1 Ser rz�ar C ntractor Signature 8y: Printed Name n I of 3 originals PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: Bond No. 106 936 882 That we, the undersigned, Allstar Construction Group, Inc. as principal, and Travelers Casualty and Surety Cogp= of Am rira 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 $61 , 019.85 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 Seattle Washington, this 26th day of July 2018. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on July 16th 2018, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said star Construction Group, Inc. , the above bounden principal, a certain contract, the same contract being numbered PROJECT #GR5-ST-7A-1802 and providing for 17018 — Rowena Chess School Crossing (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 Allstar Construction Group, 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 Form: Travelers Casualty and Surety Company of America Surety By: & Christine V. felicetty, Attorney act PB -1 Allstar Construction Group, Inc. Contractor By Travelers Casualty and Surety Company of America AN► Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Christine V. Felicetty, of Seattle, Washington, their true and lawful Attomey-in-Fact 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 3rd day of February, 2017. ,.w �1Y%�NWr>M� �'�fY ANO p 3G �1 • � bO�o � {(At State of Connecticut City of Hartford ss. By: , Robert L. Raney, Senior Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021 p.Tlt r ryMTARp s M�ar' teC otnay Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to ad 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 R 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 Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which R is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 26th dayof July , 2018 080 ,iOw f Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above-named Attorney -in -Fact and the details of the bond to which the power is attached OP ID: JJ nc�oFzo CERTIFICATE OF LIABILITY INSURANCE DATE(MYYY) 071226!16/18 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(sl. PRODUCER 206-361-0600 American Business & Personal 206-365-5014 Insurance, Inc. 11050 5th Ave. NE Suite 201 Seattle, WA 98125 INSURED Bruce Emory PO Box 4356 West Richland, WA 99353 service@abpi-inc.com ID >,. A L LST -4.. _.. -_- INSURER(S) AFFORDING COVERAGE INSURER A: Ohio Casualty Insurance Co. INSURER West American Insurance Co. COVERAGES CERTIFICATE NUMBER" REVISION NUMBER: NAIC N 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR �A DAL ISUBR�_--- _-_- __-- POLICY EFF POLICY EXP - - - --- - LTR TYPE OF INSURANCE POLICY NUMBER MMIDOIYYYY N IDDIYYYYI LIMITS GENERAL LIABILITY ", EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY ' X X BK054506121 06/11/18 06/11/19 aoccum -_... PREMISES jEa occunenceZ__ $ 100,00 PREMISES CLAIMS MADE XOCCUR MED EXP (Anyone person) S 10,000 ., X IOWDef/Coot Plot.I, 1,000,000 PERSONAL &ADV INJURY _I $ X Stop Gap GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS COMPIOP AGG $ 2,000,000 POLICY X PRO- IFCTLOC —. _-.— $ AUTOMOBILE LIABILITY X I X COMBINED SINGLE LIMIT $ 1000,000 B X.. ANY AUTO (, BAW 54506121 06/11/18 '', 06111/19 Be accident) BODILY INJURY (Per person) IF X ALL OVMJED AUTOS I BODILY INJURY F.,.I $ SCHEDULED AUTOS -- -__-- - -- - - I—. PROPERTY DAMAGE $ X 'HIRED AUTOS (Pei accident] $ ._ X'! Leased Auto BAW 54506121 06/11/18 06/11119 $ -- --- - UMBRELLA LIAR _ EACH OCCURRENCE -$ 2,000,000 — ,OCCUR. EXCESS UAB CLAIMS MFDE', -- - USO 54506121 06111118 '.., 06/11/13 AGGREGHTE $ 2,000,000A '', IS DEDUCTIBLE --- RETENTION S 10,000 WORKERS COMPENSATIONNC STATU OTH- XfTORY LIMITE I ER IANDEMPLOYERS'LIABIUTY YIN _ A ANY PROPMETC R:PARTNER.EXECUTIVE STATE OF WASH E.L. EACH ACCIDENT $ 1,000,000 Ri ❑NIA OFFICEMEMBER EXCLUDED? (MandatrY in NH) BKO54506121 STOPGAP 06/11/18 06/11/19 �Et. DISEASE EIEMPLGYEE$ 1,000,000 If yes describe under DESCRIPTIONOFOPERATIONSbelow I - -- - - -- E. L. DDISEASE- POLICY LIMIT ,$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule!, if more space is required) Rowena Chess School Crossing City of Pasco and it's employees, elected officials and volunteers are named as additional insured on a primary & non contributory basis per form 8810, 8870 & 8583. City of Pasco 525 North 3rd Ave. 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 Jim Miller, C.P.C.U. © 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY CG 88 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX e SUBJECT PAGE NON -OWNED AIRCRAFT 2 NON -OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY - ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS - COVERAGES A AND B 3 ADDITIONAL INSUREDS - BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY- ADDITIONAL INSURED EXTENSION d 6 ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED - INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES 6 NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 m BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON -OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON -OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section 1 - Coverage A - Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following. This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY - ELEVATORS 1. Under Paragraph 2. Exclusions of Section 1 - Coverage A - Bodily Injury And Property Damage Liabil- ity, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV - Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) s If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I- Coverage A - Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the follow- ing: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (1) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III - Limits of Insurance. C 2013 Liberty Mutual Insurance CG 88 110 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions C. through n, do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III - Limits Of Insurance. 2. Paragraph 6. under Section III - Limits Of Insurance, is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection sys- tems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) - Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a tease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION n If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I -Coverage C - Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS - COVERAGES A AND B 1. Under Supplementary Payments - Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS - BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under Section 11 -W ho Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or "property damage" occurs, or the "per- sonal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or © 20131-iberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by. you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to "bodily injury", "property damage", or "personal and ad- vertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo- sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insur- ance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence" which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. x The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV - Commercial General Liability Condi- tions. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I- Coverage A - Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or "property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage" occurs. c. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occur- rence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. © 20131-iberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the addi- tional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III - Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/ MALPRACTICE WHO IS AN INSURED - FELLOW EMPLOYEE EXTENSION - MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II -Who Is An Insured is replaced with the following: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -"employee" while in the course of his or her employ- ment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co -"employee" or "volunteer worker" as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing profes- sional health care personnel to others, or ifcov erage for providing professional health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph (d))do es not apply. Paragraphs (a) and (b) above do not apply to "bodily injury" or "personal and advertising injury" caused by an "employee" who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's" job responsibilities assigned by you, includes the direct supervision of other "employ- ees" of yours. However, none of these "employees" are insureds for "bodily injury" or "personal and ® 20131-iberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 8 advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or "personal and advertising injury", or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that _ organization. However: a. Coverage under this provision is afforded only until the expiration of thepolicy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint "s venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV - Commercial General Liability Conditions, the following is added to Condition 6. Repre- sentations: Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior 'occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV - Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an 'occurrence", offense, claim or "suit" by an agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II - Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or "suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V - Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sick- ness or disease. ® 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or 'property damage' expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV - Commercial General Liability Conditions, the following is added to Condition 8. Trans- fer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the 'products -completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agree- ment. © 20131-iberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 8 COMMERCIAL GENERAL LIABILITY CG 88 70 12 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTION PROJECT(S) - GENERAL AGGREGATE LIMIT (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I - Coverage A - Bodily Injury And Property Damage Liability, and for all medical ex- penses caused by accidents under Section I - Coverage C Medical Payments, which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. A separate Construction Project General Aggregate Limit applies to each construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations . 2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and for medical expenses under Cov- erage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Construction Project General Aggregate Limit for that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I - Coverage A - Bodily Injury And Property Damage Liability, and for all medical ex- penses caused by accidents under Section I - Coverage C Medical Payments, which cannot be attrib- uted only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply. CG 88 70 12 08 Includes copyrighted material of ISOProperties, Inc., with its permission. Page 1 of 1 COMMERCIAL GENERAL LIABILITY CG 85 83 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS -PRODUCTS/COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section II - Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for "bodily injury" or "property damage": 1. Caused by 'your work" performed for that additional insured that is the subject of the written contract or written agreement; and 2. Included in the 'products -completed operations hazard". However: a) The insurance afforded to such additional insured only applies to the extent permitted by law; and b) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury' or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit' by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV -Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I- Coverage A - Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. 'Bodily injury' or 'property damage" that occurs prior to you commencing operations at the location, where such 'bodily injury' or "property damage" occurs. 2. 'Bodily injury" or 'property damage" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. O 2013 Liberty Mutual Insurance CG 86 83 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission Page 1 of 2 C. With respect to the insurance afforded by this endorsement, exclusion I. Damage To Your Work of Paragraph 2. Exclusions under Section I - Coverage A -So dily Injury And Property Damage Liability is replaced by the following: I. Damage To Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products - completed operations hazard". D. With respect to the insurance afforded to these additional insureds, the following is added to Section II - Limits of Insurance: e If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. E. With respect to the insurance afforded by this endorsement, Section IV -Commercial General Liability Conditions is amended as follows 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us, b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have ' insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured. 2. Paragraph 4. of Section IV - Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insur- ance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. © 2013 Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission Page 2 of 2 111 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 2018. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on 2018, 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 PROJECT #GRS-ST-7A-1802 and providing for 17018 — Rowena Chess School Crossing (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 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: htti2s://fortress.wa-gov/lni/wagelookupZprvwagelookup.aspx Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is March 3, 2018 (30 days after last publication date of February 1, 2018). A copy of the applicable prevailing wage rates are also available for viewing at the office of the City Engineer, located at 525 North 3`d, 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 17018 - Rowena Chess School Crossing 3 Project No. GRS-ST-7A-1802, State No. HLP-SR17(006) 4 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, 2018 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 6 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 Rowena Chess School Crossing SP 1 of 22 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 ***installation of rectangular rapid 8 flashing beacons (RRFBs) and associated signage, ADA curb ramps, a curb 9 extension, curb and gutter, crosswalk striping*** and other work, all in accordance with 10 the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 11 12 1-02 Bid Procedures and Conditions 13 14 1-02.1 Prequalification of Bidders 15 (...... ) 16 Supplement this section with the following: 17 18 Any references to bidders or sub -contractors requiring to be pre -qualified shall be 19 deleted. 20 21 1-02.7 Bid Deposit 22 (March 8, 2013 APWA GSP) 23 24 Supplement this section with the following: 25 26 Bid bonds shall contain the following: 27 1. Contracting Agency -assigned number for the project; 28 2. Name of the project; 29 3. The Contracting Agency named as obligee; 30 4. The amount of the bid bond stated either as a dollar figure or as a percentage 31 which represents five percent of the maximum bid amount that could be 32 awarded; 33 5. Signature of the bidder's officer empowered to sign official statements. The 34 signature of the person authorized to submit the bid should agree with the 35 signature on the bond, and the title of the person must accompany the said 36 signature; 37 6. The signature of the surety's officer empowered to sign the bond and the power 38 of attorney. 39 40 If so stated in the Contract Provisions, bidder must use the bond form included in the 41 Contract Provisions. 42 43 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 44 Rowena Chess School Crossing SP 2 of 22 1 1-02.9 Delivery of Proposal 2 (July 31, 2017 APWA GSP, Option A) 3 4 Delete this section and replace it with the following: 5 6 Each Proposal shall be submitted in a sealed envelope, with the Project Name and 7 Project Number as stated in the Call for Bids clearly marked on the outside of the 8 envelope, or as otherwise required in the Bid Documents, to ensure proper handling 9 and delivery. 10 11 If the project has FHWA funding and requires UDBE Written Confirmation 12 Document(s) or Good Faith Effort (GFE) Documentation, then to be considered 13 responsive, the Bidder shall submit Written Confirmation Documentation from each 14 UDBE firm listed on the Bidder's completed UDBE Utilization Certification, form 272- 15 056U, as required by Section 1-02.6. The UDBE Written Confirmation Document(s) 16 and/or GFE (if any) shall be received either with the Bid Proposal or as a 17 Supplement to the Bid. The document(s) shall be received no later than 24 hours 18 (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid 19 Proposal. 20 21 The Bidder shall submit to the Contracting Agency a signed "Certification of 22 Compliance with Wage Payment Statutes" document where the Bidder under penalty 23 of perjury verifies that the Bidder is in compliance with responsible bidder criteria in 24 RCW 39.04.350 subsection (1) (g), as required per Section 1-02.14. The 25 "Certification of Compliance with Wage Payment Statutes" document shall be 26 received either with the Bid Proposal or no later than 24 hours (not including 27 Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. 28 29 If submitted after the Bid Proposal is due, the document(s) must be submitted in a 30 sealed envelope labeled the same as for the Proposal, with "Supplemental 31 Information" added. All other information required to be submitted with the Bid 32 Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call 33 for Bids. 34 35 The Contracting Agency will not open or consider any Bid Proposal that is received 36 after the time specified in the Call for Bids for receipt of Bid Proposals, or received in 37 a location other than that specified in the Call for Bids. The Contracting Agency will 38 not open or consider any "Supplemental Information" (UDBE confirmations, GFE 39 documentation, or Certification of Compliance with Wage Payment Statutes) that is 40 received after the time specified above, or received in a location other than that 41 specified in the Call for Bids. 42 43 44 1-05 Control of Work 45 46 1-05.3(1) Project Record Drawings (New Section) 47 48 The following new section shall be added to the Standard Specifications: 49 Rowena Chess School Crossing SP 3 of 22 1 The Contractor shall maintain a neatly marked, full-size set of record drawings 2 showing the final location and layout of all new construction. Drawings shall be 3 kept current weekly, with all field instruction, change orders, and construction 4 adjustment. 5 6 The preparation and upkeep of the Record Drawings is to be the assigned 7 responsibility of a single, experienced, and qualified individual. The quality of the 8 Record Drawings, in terms of accuracy, clarity, and completeness, is to be 9 adequate to allow the Contracting Agency to modify the computeraided drafting 10 (CAD) Contract Drawings to produce a complete set of Record Drawings for the 11 Contracting Agency without further investigative effort by the Contracting Agency. 12 13 The Record Drawing markups shall document all changes in the Work, both 14 concealed and visible. 15 Items that must be shown on the markups include but are not limited to: 16 17 • Actual Dimensions, arrangement, and materials used when different than 18 shown in the 19 Plans. 20 • Changes made by Change Order or Field Order. 21 a Changes made by the Contractor. 22 • Accurate locations, both horizontally and vertically, of storm sewer, 23 sanitary sewer, water mains and other water appurtenances, structures, 24 conduits, light standards, vaults, width of roadways, sidewalks, 25 landscaping area, building footprints, channelization and pavement 26 markings, etc. Include pipe invert elevations, top of castings (manholes, 27 inlets, etc.). 28 29 Drawings shall be subject to the inspection by the Engineer at all times. Prior to 30 acceptance of the work, the Contractor shall deliver to the Engineer one set of 31 neatly marked record drawings showing the information required above. 32 33 Requests for partial payment will not be approved if the marked -up prints are not 34 kept current, and request for final payment will not be approved until the fully 35 complete marked -up prints are delivered to and accepted by the Engineer. 36 37 1-05.4 Conformity With and Deviations from Plans and Stakes 38 (April 1, 2013 WSDOT GSP) 39 Section 1-05.4 is supplemented with the following: 40 41 Contractor Surveying - Roadway 42 Copies of the Contracting Agency provided primary survey control data are available 43 for the bidder's inspection at the office of the Project Engineer. 44 45 The Contractor shall be responsible for setting, maintaining, and resetting all 46 alignment stakes, slope stakes, and grades necessary for the construction of the 47 roadbed, drainage, surfacing, paving, channelization and pavement marking, 48 illumination and signals, guardrails and barriers, and signing. Except for the survey 49 control data to be furnished by the Contracting Agency, calculations, surveying, and Rowena Chess School Crossing SP 4 of 22 I measuring required for setting and maintaining the necessary lines and grades shall 2 be the Contractor's responsibility. 3 4 The Contractor shall inform the Engineer when monuments are discovered that 5 were not identified in the Plans and construction activity may disturb or damage the 6 monuments. All monuments noted on the plans "DO NOT DISTURB" shall be 7 protected throughout the length of the project or be replaced at the Contractors 8 expense. 9 10 Detailed survey records shall be maintained, including a description of the work 11 performed on each shift, the methods utilized, and the control points used. The 12 record shall be adequate to allow the survey to be reproduced. A copy of each 13 day's record shall be provided to the Engineer within three working days after the 14 end of the shift. 15 16 The meaning of words and terms used in this provision shall be as listed in 17 "Definitions of Surveying and Associated Terms" current edition, published by the 18 American Congress on Surveying and Mapping and the American Society of Civil 19 Engineers. 20 21 The survey work shall include but not be limited to the following: 22 23 1. Verify the primary horizontal and vertical control furnished by the 24 Contracting Agency, and expand into secondary control by adding stakes 25 and hubs as well as additional survey control needed for the project. 26 Provide descriptions of secondary control to the Contracting Agency. The 27 description shall include coordinates and elevations of all secondary 28 control points. 29 30 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or 31 marks on centerline or on offsets to centerline at all curve points (PCs, 32 PTs, and PIs) and at points on the alignments spaced no further than 50 33 feet. 34 35 3. Establish clearing limits, placing stakes at all angle points and at 36 intermediate points not more than 50 feet apart. The clearing and 37 grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond 38 the top of a cut unless otherwise shown in the Plans. 39 40 4. Establish grading limits, placing slope stakes at centerline increments not 41 more than 50 feet apart. Establish offset reference to all slope stakes. If 42 Global Positioning Satellite (GPS) Machine Controls are used to provide 43 grade control, then slope stakes may be omitted at the discretion of the 44 Contractor 45 46 5. Establish the horizontal and vertical location of all drainage features, 47 placing offset stakes to all drainage structures and to pipes at a horizontal 48 interval not greater than 25 feet. 49 Rowena Chess School Crossing SP 5 of 22 1 6. Establish roadbed and surfacing elevations by placing stakes at the top of 2 subgrade and at the top of each course of surfacing. Subgrade and 3 surfacing stakes shall be set at horizontal intervals not greater than 50 feet 4 in tangent sections, 25 feet in curve sections with a radius less than 300 5 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 6 feet. Transversely, stakes shall be placed at all locations where the 7 roadway slope changes and at additional points such that the transverse 8 spacing of stakes is not more than 12 feet. If GPS Machine Controls are 9 used to provide grade control, then roadbed and surfacing stakes may be 10 omitted at the discretion of the Contractor. 11 12 7. Establish intermediate elevation benchmarks as needed to check work 13 throughout the project. 14 15 8. Provide references for paving pins at 25 -foot intervals or provide 16 simultaneous surveying to establish location and elevation of paving pins 17 as they are being placed. 18 19 9. For all other types of construction included in this provision, (including but 20 not limited to channelization and pavement marking, illumination and 21 signals, guardrails and barriers, and signing) provide staking and layout as 22 necessary to adequately locate, construct, and check the specific 23 construction activity. 24 25 10. Contractor shall determine if changes are needed to the profiles or 26 roadway sections shown in the Contract Plans in order to achieve proper 27 smoothness and drainage where matching into existing features, such as a 28 smooth transition from new pavement to existing pavement. The 29 Contractor shall submit these changes to the Project Engineer for review 30 and approval 10 days prior to the beginning of work. 31 32 The Contractor shall provide the Contracting Agency copies of any calculations and 33 staking data when requested by the Engineer. 34 35 To facilitate the establishment of these lines and elevations, the Contracting Agency 36 will provide the Contractor with primary survey control information consisting of 37 descriptions of two primary control points used for the horizontal and vertical control, 38 and descriptions of two additional primary control points for every additional three 39 miles of project length. Primary control points will be described by reference to the 40 project alignment and the coordinate system and elevation datum utilized by the 41 project. In addition, the Contracting Agency will supply horizontal coordinates for 42 the beginning and ending points and for each Point of Intersection (PI) on each 43 alignment included in the project. 44 45 The Contractor shall ensure a surveying accuracy within the following tolerances: 46 Rowena Chess School Crossing SP 6 of 22 1 Vertical Horizontal 2 Slope stakes ±0.10 feet ±0.10 feet 3 Subgrade grade stakes set 4 0.04 feet below grade ±0.01 feet ±0.5 feet 5 (parallel to alignment) 6 ±0.1 feet 7 (normal to alignment) 8 9 Stationing on roadway N/A ±0.1 feet 10 Alignment on roadway N/A ±0.04 feet 11 Surfacing grade stakes ±0.01 feet ±0.5 feet 12 (parallel to alignment) 13 ±0.1 feet 14 (normal to alignment) 15 16 Roadway paving pins for 17 surfacing or paving ±0.01 feet ±0.2 feet 18 (parallel to alignment) 19 ±0.1 feet 20 (normal to alignment) 21 22 The Contracting Agency may spot-check the Contractor's surveying. These spot - 23 checks will not change the requirements for normal checking by the Contractor. 24 25 When staking roadway alignment and stationing, the Contractor shall perform 26 independent checks from different secondary control to ensure that the points 27 staked are within the specified survey accuracy tolerances. 28 29 The Contractor shall calculate coordinates for the alignment. The Contracting 30 Agency will verify these coordinates prior to issuing approval to the Contractor for 31 commencing with the work. The Contracting Agency will require up to seven 32 calendar days from the date the data is received. 33 34 Contract work to be performed using contractor -provided stakes shall not begin until 35 the stakes are approved by the Contracting Agency. Such approval shall not relieve 36 the Contractor of responsibility for the accuracy of the stakes. 37 38 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes 39 are needed that are not described in the Plans, then those stakes shall be marked, 40 at no additional cost to the Contracting Agency as ordered by the Engineer. 41 42 Payment 43 Payment will be made in accordance with Section 1-04.1 for the following bid item 44 when included in the proposal: 45 46 "Roadway Surveying", lump sum. 47 48 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, 49 equipment, materials, and supervision utilized to perform the Work specified, Rowena Chess School Crossing SP 7 of 22 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 including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 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 Centuryl-ink Tobias Mears 509-305-7503 Charter Communications Raul Ramirez 509-222-2521 City of Pasco PW Engineering Kent McCue 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., Transp. 509-547-2510 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Rowena Chess School Crossing SP 8 of 22 I Washington. The Contracting Agency reserves the right to approve or reject the 2 insurance provided, based on the insurer's financial condition. 3 4 B. The Contractor shall keep this insurance in force without interruption from the 5 commencement of the Contractor's Work through the term of the Contract and for 6 thirty (30) days after the Physical Completion date, unless otherwise indicated below. 7 8 C. If any insurance policy is written on a claims made form, its retroactive date, and that 9 of all subsequent renewals, shall be no later than the effective date of this 10 Contract. The policy shall state that coverage is claims made, and state the 11 retroactive date. Claims -made form coverage shall be maintained by the Contractor 12 for a minimum of 36 months following the Completion Date or earlier termination of 13 this Contract, and the Contractor shall annually provide the Contracting Agency with 14 proof of renewal. If renewal of the claims made form of coverage becomes 15 unavailable, or economically prohibitive, the Contractor shall purchase an extended 16 reporting period ("tail") or execute another form of guarantee acceptable to the 17 Contracting Agency to assure financial responsibility for liability for services 18 performed. 19 20 D. The Contractor's Automobile Liability, Commercial General Liability and 21 Excess or Umbrella Liability insurance policies shall be primary and non - 22 contributory insurance as respects the Contracting Agency's insurance, self - 23 insurance, or self-insured pool coverage. Any insurance, self-insurance, or 24 self-insured pool coverage maintained by the Contracting Agency shall be 25 excess of the Contractor's insurance and shall not contribute with it. 26 27 E. The Contractor shall provide the Contracting Agency and all additional 28 insureds with written notice of any policy cancellation, within two business 29 days of their receipt of such notice. 30 31 F. The Contractor shall not begin work under the Contract until the required insurance 32 has been obtained and approved by the Contracting Agency 33 34 G. Failure on the part of the Contractor to maintain the insurance as required shall 35 constitute a material breach of contract, upon which the Contracting Agency may, 36 after giving five business days' notice to the Contractor to correct the breach, 37 immediately terminate the Contract or, at its discretion, procure or renew such 38 insurance and pay any and all premiums in connection therewith, with any sums so 39 expended to be repaid to the Contracting Agency on demand, or at the sole 40 discretion of the Contracting Agency, offset against funds due the Contractor from 41 the Contracting Agency. 42 43 H. All costs for insurance shall be incidental to and included in the unit or lump sum 44 prices of the Contract and no additional payment will be made. 45 46 47 48 Rowena Chess School Crossing SP 9 of 22 1 1-07.18(2) Additional Insured 2 All insurance policies, with the exception of Workers Compensation, and of Professional 3 Liability and Builder's Risk (if required by this Contract) shall name the following listed 4 entities as additional insured(s) using the forms or endorsements required herein: 5 the Contracting Agency and its officers, elected officials, employees, agents, and 6 volunteers 7 8 The above -listed entities shall be additional insured(s) for the full available limits of 9 liability maintained by the Contractor, irrespective of whether such limits maintained by 10 the Contractor are greater than those required by this Contract, and irrespective of 11 whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) 12 describes limits lower than those maintained by the Contractor. 13 14 For Commercial General Liability insurance coverage, the required additional insured 15 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 16 operations and CG 20 37 10 01 for completed operations. 17 18 1-07.18(3) Subcontractors 19 The Contractor shall cause each Subcontractor of every tier to provide insurance 20 coverage that complies with all applicable requirements of the Contractor - 21 provided insurance as set forth herein, except the Contractor shall have sole 22 responsibility for determining the limits of coverage required to be obtained by 23 Subcontractors. 24 25 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 26 1-07.18(2) as additional insureds, and provide proof of such on the policies as required 27 by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO 28 CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 29 30 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 31 Agency evidence of insurance and copies of the additional insured endorsements of 32 each Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 33 34 1-07.18(4) Verification of Coverage 35 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 36 endorsements for each policy of insurance meeting the requirements set forth herein 37 when the Contractor delivers the signed Contract for the work. Failure of Contracting 38 Agency to demand such verification of coverage with these insurance requirements or 39 failure of Contracting Agency to identify a deficiency from the insurance documentation 40 provided shall not be construed as a waiver of Contractor's obligation to maintain such 41 insurance. 42 43 Verification of coverage shall include: 44 1. An ACORD certificate or a form determined by the Contracting Agency to be 45 equivalent. 46 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 47 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may Rowena Chess School Crossing SP 10 of 22 1 submit a copy of any blanket additional insured clause from its policies instead of a 2 separate endorsement. 3 3. Any other amendatory endorsements to show the coverage required herein. 4 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 5 these requirements — actual endorsements must be submitted. 6 7 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 8 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 9 required on this Project, a full and certified copy of that policy is required when the 10 Contractor delivers the signed Contract for the work. 11 12 1-07.18(5) Coverages and Limits 13 The insurance shall provide the minimum coverages and limits set forth below. 14 Contractor's maintenance of insurance, its scope of coverage, and limits as required 15 herein shall not be construed to limit the liability of the Contractor to the coverage 16 provided by such insurance, or otherwise limit the Contracting Agency's recourse to any 17 remedy available at law or in equity. 18 19 All deductibles and self-insured retentions must be disclosed and are subject to approval 20 by the Contracting Agency. The cost of any claim payments falling within the deductible 21 or self-insured retention shall be the responsibility of the Contractor. In the event an 22 additional insured incurs a liability subject to any policy's deductibles or self-insured 23 retention, said deductibles or self-insured retention shall be the responsibility of the 24 Contractor. 25 26 1-07.18(5)A Commercial General Liability 27 Commercial General Liability insurance shall be written on coverage forms at least as 28 broad as ISO occurrence form CG 00 01, including but not limited to liability arising from 29 premises, operations, stop gap liability, independent contractors, products -completed 30 operations, personal and advertising injury, and liability assumed under an insured 31 contract. There shall be no exclusion for liability arising from explosion, collapse or 32 underground property damage. 33 34 The Commercial General Liability insurance shall be endorsed to provide a per project 35 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 36 37 Contractor shall maintain Commercial General Liability Insurance arising out of the 38 Contractor's completed operations for at least three years following Substantial 39 Completion of the Work. 40 41 Such policy must provide the following minimum limits: 42 $1,000,000 Each Occurrence 43 $2,000,000 General Aggregate 44 $2,000,000 Products & Completed Operations Aggregate 45 $1,000,000 Personal & Advertising Injury each offence 46 $1,000,000 Stop Gap / Employers' Liability each accident 47 48 Rowena Chess School Crossing SP 11 of 22 1 1-07.18(5)6 Automobile Liability 2 Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall 3 be written on a coverage form at least as broad as ISO form CA 00 01. If the work 4 involves the transport of pollutants, the automobile liability policy shall include MCS 90 5 and CA 99 48 endorsements. 6 7 Such policy must provide the following minimum limit: 8 $1,000,000 Combined single limit each accident 9 10 1-07.18(5)C Workers' Compensation 11 The Contractor shall comply with Workers' Compensation coverage as required 12 by the Industrial Insurance laws of the State of Washington. 13 14 1-07.23 Public Convenience and Safety 15 16 1-07.23(1) Construction Under Traffic 17 18 Section 1-07.23(1) is supplemented with the following: 19 20 (January 2, 2012 WSDOT GSP) 21 Work Zone Clear Zone 22 The Work Zone Clear Zone (WZCZ) applies during working and 23 nonworking hours. The WZCZ applies only to temporary roadside objects 24 introduced by the Contractor's operations and does not apply to 25 preexisting conditions or permanent Work. Those work operations that are 26 actively in progress shall be in accordance with adopted and approved 27 Traffic Control Plans, and other contract requirements. 28 29 During nonworking hours equipment or materials shall not be within the 30 WZCZ unless they are protected by permanent guardrail or temporary 31 concrete barrier. The use of temporary concrete barrier shall be permitted 32 only if the Engineer approves the installation and location. 33 During actual hours of work, unless protected as described above, only 34 materials absolutely necessary to construction shall be within the WZCZ 35 and only construction vehicles absolutely necessary to construction shall 36 be allowed within the WZCZ or allowed to stop or park on the shoulder of 37 the roadway. 38 39 The Contractor's nonessential vehicles and employees private vehicles 40 shall not be permitted to park within the WZCZ at any time unless 41 protected as described above. 42 43 Deviation from the above requirements shall not occur unless the 44 Contractor has requested the deviation in writing and the Engineer has 45 provided written approval. 46 47 Minimum WZCZ distances are measured from the edge of traveled way 48 and will be determined as follows: 49 Rowena Chess School Crossing SP 12 of 22 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 Regulatory Posted Speed Distance From Traveled Way Feet 35 mph or less 110* 40 mph 15 45 to 55 mph 20 60 mph or greater 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 *** 20 *** working days. 1-10 Temporary Traffic Control 1-10.1(2) Description Section 1-10.1(2) is supplemented with the following: Site specific Traffic Control Plans shall be submitted by the contractor for review at or before the pre -construction meeting. Notification of the type and location of traffic control devices shall be given to the Contracting Agency for review a minimum of two (2) working days prior to the set-up of any traffic control devices. The Contractor will be required to erect, maintain and take down the traffic control devices. This work includes sidewalk closures/detours and all pedestrian traffic control as well. All roadways and driveways must be fully open to traffic during non -working hours. All traffic control devices remaining in place during evening hours must be lighted or reflectorized per the current adopted version of the MUTCD. Written notice shall be given to the affected residents/business owners along the street five (5) working days prior to the disruption of traffic, including when their access is to be affected. The Contractor shall notify, in advance, Ben -Franklin Transit if at any point during construction the traffic control would affect their timing/routes. The Contractor shall notify dispatch each day traffic control devices are used of the location and time traffic control devices will be in place and again when traffic control devices are removed. Dispatch can be reached at 509-545- 3510. 1-10.4(1) Lump Sum Bid for Project (No Unit Items) (August 2, 2004 WSDOT GSP) Rowena Chess School Crossing SP 13 of 22 1 Section 1-10.4(1) is supplemented with the following: 2 3 The proposal contains the item "Project Temporary Traffic Control," lump 4 sum. The provisions of Section 1-10.4(1) shall apply. 5 6 DIVISION 2 7 EARTHWORK 8 9 2-02 Removal of Structures and Obstructions 10 11 2-02.1 Description 12 (...... ) 13 Section 2-02.1 is supplemented with the following: 14 15 The work shall include the removal of all pavement, subgrade, and other items 16 indicated on the construction plans and as required to complete the work. 17 18 The work shall also include all necessary saw cutting of existing asphalt and 19 concrete where shown in the Contract Plans and as required to complete the 20 work. 21 22 All associated disposal for the work stated and shown on the Contract Plans shall 23 be incidental to this work. 24 25 2-02.5 Payment 26 (...... ) 27 Section 2-02.5 is replaced with the following: 28 29 No payment will be made under "Removal of Structures and Obstructions", and is 30 considered incidental to other bid items. 31 32 2-11 Trimming and Cleanup 33 34 2-11.1 Description 35 (..... .) 36 Section 2-11.1 is supplemented with the following: 37 38 The work shall include all necessary cleanup measures to restore site conditions, 39 disturbed by construction activities, including, but not limited to, sidewalk, 40 curbing, posts, sprinkler lines, sprinkler heads, landscaping, and landscaping 41 appurtenances not provided for in other Contract Bid Items, to the satisfaction of 42 the City's Construction Inspector. 43 44 2-11.3 Construction Requirements 45 (......) 46 Section 2-11.3 'The Contractor Shall' is supplemented with the following: 47 48 7. Restore all grass area affected by construction with sod and in accordance with the 49 City of Pasco Construction Standards. Rowena Chess School Crossing SP 14 of 22 1 8. Restore all landscaping rock (match existing), mulch, and bark with the same 2 materials as existed prior to construction. 3 4 2-11.5 Payment 6 Section 2-11.5 is replaced with the following: 7 8 No payment will be made under `Trimming and Cleanup", and is considered 9 incidental to other bid items. 10 11 DIVISION 4 12 BASES 13 14 4-04 Ballast and Crushed Surfacing 15 16 4-04.4 Measurement 18 Section 4-04.4 is supplemented with the following: 19 20 All crushed surfacing under concrete curb, gutter, ADA curb ramp, and sidewalk 21 is considered incidental to those bid items. All other required crushed surfacing 22 will also be incidental to other bid items. 23 24 4-04.5 Payment 25 (.....) 26 Section 4-04.5 is replaced with the following: 27 28 No payment will be made for any equipment, labor, materials, excavation, 29 disposal, grading, material, compaction, and associated work as it relates to 30 crushed surfacing, to perform the work specified on the Contract Plans, Standard 31 Specifications, and City of Pasco Standard Drawings, and will be considered 32 incidental to other bid items. 33 34 35 DIVISION 5 36 SURFACE TREATMENTS AND PAVEMENTS 37 38 5-04 Hot Mix Asphalt 39 40 5-04.1 Description 41 (...... ) 42 Section 5-04.1 is supplemented with the following: 43 44 The work shall consist of placing three (3) inches of HMA in the locations 45 indicated on the Construction Plans as part of patching, and as necessary to 46 complete the work. 47 Rowena Chess School Crossing SP 15 of 22 1 5-04.2 Materials 2 (......) 3 Section 5-04.2 is supplemented with the following: 4 5 The Hot Mix Asphalt shall be Cl. 1/2 In. PG 64-28 and shall conform to Sections 6 5-04 and 9-02 of the 2018 Standard Specifications as modified herein by the City 7 of Pasco General Special Provisions, the Constructions Plans, and the City of 8 Pasco Construction Standards. 9 10 5-04.4 Measurement 12 Section 5-04.4 is supplemented with the following: 13 14 All hot mix asphalt used for patching as shown on the Construction Plans will be 15 considered incidental to other bid items. 16 17 5-04.5 Payment 18 (......) 19 Section 5-04.5 is replaced with the following: 20 21 No payment will be made for any equipment, labor, materials, and other items 22 required to furnish, supply, place, compact, and complete hot mix asphalt 23 patching per the Contract Plans, these Special Provisions, and City of Pasco 24 Standard Drawings, and will be considered incidental to other bid items. 25 26 27 DIVISION 8 28 Miscellaneous Construction 29 30 8-01 Erosion Control and Water Pollution Control 31 32 8-01.3 Construction Requirements 33 (...... ) 34 Section 8-01.3 is supplemented with the following: 35 36 The Contractor shall take all necessary precautions and utilize the Department of 37 Ecology's (DOE) Best Management Practices to prevent sediment and fugitive 38 dust from construction activities from entering into storm water systems, natural 39 waterways, or environmentally sensitive areas and from otherwise being carried 40 away from the construction area by stormwater or air. 41 42 Temporary erosion protection shall be furnished, installed, and maintained for the 43 duration of this Project to protect environmentally sensitive areas, sloped 44 surfaces, adjacent areas and/or water bodies or conveyance systems. 45 Temporary erosion protection may include the use of straw, jute matting, wattles, 46 heavy plastic sheeting, or other forms of ground cover on areas disturbed by 47 construction. Sloped surfaces shall be restored and protected in such a manner 48 that surface runoff does not erode the embankments, slopes, or ground surfaces, 49 nor create surface channels, or ruts. Rowena Chess School Crossing SP 16 of 22 1 2 The Contractor shall prepare and submit a Stormwater Pollution Prevention Plan 3 (SWPPP), in conformance with DOE requirements, to the Engineer before any 4 Work begins. 5 6 All catch basins within the project limits and adjacent areas shall have catch 7 basin filter inserts installed over the inlet to prevent sedimentation from entering 8 the storm system. The insert shall be routinely cleaned of sediment to prevent 9 plugging. This sediment shall be regularly removed, loaded, and hauled to waste 10 whenever it presents a potential surface accumulation problem or concern to the 11 Contracting Agency. Any damage caused by the Contactor's failure to keep the 12 erosion materials maintained shall be borne by the Contractor alone. 13 14 8-01.4 Measurement 15 (..... .) 16 Section 8-01.4 is supplemented with the following: 17 18 No specific unit of measurement will apply to lump sum item "Erosion/Water 19 Pollution Control". 20 21 8-01.5 Payment 22 (.... ..) 23 Section 8-01.5 is supplemented with the following: 24 25 "Erosion/Water Pollution Control", lump sum 26 27 8-02 Roadside Restoration 28 29 8-02.1 Description 30 31 Section 8-02.1 is supplemented with the following: 32 33 All existing surfaces not otherwise repaired/replaced/patched by hot mix asphalt 34 shall be restored as per this section. 35 36 All existing grass areas to be disturbed shall be restored with sod. 37 38 The work included herein shall also include replacing any and all surface 39 improvements to include, but not be limited to, irrigation systems, ornamental 40 fences, landscaping, trees and shrubs and decorative planters, utility vaults, 41 boxes, and poles disturbed during construction. 42 43 8-02.4 Measurement 44 (...... ) 45 Section 8-02.4 is revised with the following: 46 47 No specific unit of measurement will apply to "Roadway Restoration" work. 48 49 Rowena Chess School Crossing SP 17 of 22 1 8-02.5 Payment 2 (...._„) 3 Section 8-02.5 is revised with the following: 4 5 No payment will be made under `Roadside Restoration", and is considered 6 incidental to other bid items. 7 8 8-04 Curbs, Gutters, and Spillways 9 10 8-04.4 Measurement 12 Section 8-04.4 is supplemented with the following: 13 14 All curb and gutter removal will be measured by the linear foot, including bends. 15 16 8-04.5 Payment 18 Section 8-04.5 is supplemented with the following: 19 20 'Removing Cement Conc. Curb and Gutter", per linear foot. 21 22 Furnishing and installation of the 3" PVC pipe for continuous gutter stormwater 23 flow as shown on the Construction Plans will be incidental to other bid items. 24 25 8-14 Cement Concrete Sidewalks 26 27 8-14.4 Measurement 28 (..,...) 29 Section 8-14.4 is supplemented with the following: 30 31 Cement concrete sidewalk removal will be measured by the square yard and will 32 include all surface area of the existing curb ramps and detectable warning 33 surfaces. 34 35 8-14.5 Payment 36 (*,,,..) 37 Section 8-14.5 is supplemented with the following: 38 39 'Removing Cement Conc. Sidewalk", per square yard. 40 41 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation 42 Systems, and Electrical 43 44 8-20.1 Description 45 (.,,,*) 46 Section 8-20.1 is replaced with the following: 47 48 The work consists of furnishing, installing, integrating, and field testing Rectangular 49 Rapid Flashing Beacon systems (RRFBs) and associated signage, all in Rowena Chess School Crossing SP 18 of 22 1 accordance with approved methods, the Plans, manufacturer's installation 2 recommendations, MUTCD, and these Specifications. 3 4 8-20.2 Materials 5 (.....>) 6 Section 8-20.2 is supplemented with the following: 7 8 Materials shall meet the requirements of Section 9-29 of the standard 9 specifications, these Special Provisions, and the manufacturer's 10 recommendations. In case of conflict, the more stringent standard, as deemed by 11 the Engineer, shall apply. 12 13 Materials shall meet the requirements of the following sections: 14 15 Pedestrian Push Buttons 9.29.19 16 Flashing Beacon 9,29,21 17 Rectangular Rapid Flashing Beacon 9.29.22 18 19 The Contractor shall coordinate with the manufacturer to supply the required 20 components of the Rectangular Rapid Flashing Beacon systems (or utilize 21 approved equivalent components from a separate provider). 22 23 8-20.3 Construction Requirements 24 25 8-20.3(1) General 26 (.... ..) 27 Section 8-20.3 is supplemented with the following: 28 29 Installation and construction of all devices shall be in accordance with 30 manufacturer's recommendations. 31 32 Contractor shall coordinate the exact location of power source for the RRFBs 33 with Pasco School District, likely from the portable building. RRFBs installation 34 includes all necessary sawcutting, trenching, excavation, conduit and wiring 35 installation, backfilling, compaction, asphalt patching within roadway, posts, post 36 foundations, signs, control box and all other associated work. 37 38 Unless otherwise noted, the locations of the beacon assemblies shown in the 39 plans are approximate and the exact location shall be determined by the 40 Engineer in the field. 41 42 Any property disturbed, relocated, or damaged during construction shall be 43 restored to original condition. 44 45 8-20.4 Measurement 46 (.... ..) 47 Section 8-20.4 is supplemented with the following: 48 Rowena Chess School Crossing SP 19 of 22 1 No specific unit of measure will apply to the lump sum item for "RRFB and 2 School Crossing Installation". 3 4 8-20.5 Payment 6 Section 8-20.5 is supplemented with the following: 7 8 'RRFB and School Crossing Assembly Installation', per lump sum. 9 10 Lump sum contract prices shall be for the construction of the complete RRFB systems 11 as shown in the Construction Plans, and herein specified, including all necessary 12 sawcutting, trenching/excavating, hauling, conduit and wiring installation, backfilling, 13 compaction, asphalt patching within roadway, concrete foundations, posts, and signage, 14 control box, field testing of the RRFBs, restoring facilities destroyed or damaged during 15 construction, and associated work. 16 17 Revise the title of section 8-26 to read: 18 8-26 Project Documentation 19 (.... ..) 20 Section 8-26 is supplemented with the following: 21 22 Description 23 24 The Work described in this section includes record drawings. 25 26 Construction Requirements 27 28 Record Drawings 29 30 The Contractor shall submit record drawings in accordance with the City of Pasco 31 Record Drawing Requirements & Procedure. 32 33 Payment 34 35 No payment will be made for the Record Drawings, as they will be considered incidental 36 to other bid items. 37 38 39 Revise the title of section 8-27 to read: 40 8-27 Order of Work 41 (...... ) 42 Section 8-27 is supplemented with the following: 43 Rowena Chess School Crossing SP 20 of 22 1 8-27.1 Description 2 3 The order of work except as may otherwise be outlined herein will be at the Contractor's 4 option, in keeping with good construction practice. The work shall be scheduled and 5 constructed in accordance with the various permits and franchise requirements and/or 6 conditions. 7 8 8-27.2 Sequence 9 10 Prior to starting construction, the Contractor shall furnish the Contracting Agency with an 11 Erosion Control Plan, a Spill Prevention Control and Countermeasures Plan (SPCC 12 Plan), Progress Schedule, and a Traffic Control Plan. All plans shall be approved by the 13 Contracting Agency prior to commencing any construction operations. 14 15 As a first order of work, the Contractor shall attend a mandatory pre - 16 construction meeting and provide a sequencing of work. 17 18 As a second order of work, the Contractor shall provide Public Notice to 19 property owners abutting the project limits. 20 21 As a third order of work, the Contractor shall call 811 and have utilities marked 22 in the field by the various utility owners. 23 24 As a fourth order of work, the Contractor shall furnish and install all temporary 25 facilities, erosion control items, and signs/barricades for detour routes, unless 26 indicated otherwise on the Plans. 27 28 The remaining order of work shall be at the Contractor's option, in keeping with generally 29 accepted, good construction practice. However, the Contractor shall coordinate work by 30 others which will affect his production, schedule, mobilization and demobilization efforts. 31 32 The Contractor shall conduct the order of work to allow all existing facilities to remain 33 operational except as noted herein during the construction of this project, and to 34 minimize disruption of any utility service. The order of work for the Contract shall be so 35 planned as to complete all work within the time limits established within the Contract 36 Provisions. 37 38 39 40 41 42 43 44 45 46 47 48 49 Rowena Chess School Crossing SP 21 of 22 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 F DIVISION 9 Materials 9-29 Illumination, Signal, Electric 9-29.19 Pedestrian Push Buttons Section 9-29.19 is supplemented with the following: The Contractor shall use the Polara Navigator system, or approved equal, and all accessories for this work. Contractor shall use yellow color body for the push buttons. 9-29.22 Rectangular Rapid Flashing Beacons Section 9-29.22 is supplemented with the following: Rectangular Rapid Flashing Beacons shall have the Light Guard Systems Inc. part number: LGS-RRFB-F, or approved equal meeting the following features and general performance specifications: 12VDC or 12VAC Input 12VDC output 12 month warranty High Visibility LED Modules • MUTCD Compliant ParaZVolta Value Powe 10 watt Oper 0°C to +50°C O er 12 VDC Enclo NEMA 4 Aluminum Enclosure Color Black Enclosure Size 5"H x 24"W x 1.5"D Daylight Visibility 1000 ft Night visibility 2000 ft Weight 4lbs Mounting An size pole Rowena Chess School Crossing SP 22 of 22 AMENDMENTS City Of Pasco Amendment to the Standard Specifications Division 1— 9 r- 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 lines, 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, A 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 Reuuirements 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) 1 Delete the heading Completion Dates and the three paragraphs that follow it, and replace them 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 lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, 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 Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. 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 the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, performance of the contract shall be in the Superior Court of the County where 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 in Section 1-08.5. SS -3 Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatevw 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 Contra authorizing and directing the Contractor to proceed with the Work and establishing 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 Preaualification 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 Snecifications (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 famished 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 APWA 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 APWA 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, MCI 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 Agency will unilaterally revise the unit or lump sum price to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract (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, 2005 AP WA 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 -famished 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 comoration, 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) SS -8 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 (Changed 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 1, 2005APW.4 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 Testin¢ 1-05.1101 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 complete, the Contractor shall notify the Engineer in writing, requesting the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work to be completed in order to reach physical completion. Upon receipt of the Contractor's request, the Engineer will schedule an inspection of the work. The Engineer may also establish the Substantial Completion Date unilaterally. 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 GSP) 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 Testing (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 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) Retainage) Add the following new section: 1-05.12(1) One -Year Guarantee Period (March 8, 2013 AP WA 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. (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. SS -14 Add the following new section: 1-05.16 Water and Power (October 1, 2005 AP WA GSP) The Contractor shall make necessary arrangements, and water necessary for the performance of the work, and water as a pay item. (October 3, 2014 COP GSP) Supplement with the following: and shall bear the costs for power unless the contract includes power 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, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.20) 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 borne by the Contractor. The costs for samples and testing shall be borne by the owner for all projects that are not City -constructed projects. 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], 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 hidustries 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 AP WA 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]], 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 Damage 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(41 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 Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coveraees 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 Way (October 1, 2005 APWA 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. 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, 2008APWA 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: I . 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: (May 25, 2006 AP 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 -time 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) ISupplement Section 1-08.4 with the following: The Notice to Proceed shall specify the fust 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: L 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 final in accordance with Section 1-05.1. I(March 13, 2012 AP WA 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 entirety. 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 DeviceNchicle (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) Supplement 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 Desien (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 %" 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)A1 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 AP WA 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 APWA 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 death shall be placed in one lift HMA over 3 inches in depth shall be placed in 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 31 st 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 507 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 OF (Minimum) Surface F (Minimum) Precipitation 0-5 450 400 Not Measurable 5-10 50o 400 Not Measurable 10-15 550 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.gov/ 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';-,- erbicide", 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(l) Quality Assurance Price Adiustments (November 11, 1997 COP GSP) Delete Section 5-04.5(1) in its entirety. SS -35 (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) Finishine 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 finish 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) Cleanine 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. (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]], 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(I)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 '/-inch for a completed, backfilled pipe. Checking of the invert elevation of the pipe shall be done by remote operated CCTV camera utilizing a %-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 Alignment (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) Bedding the Pine (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) Comaaction 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 Pine (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 Existing 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 furnish 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 Preventing 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/l. 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 Requirements (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 Requirements (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 I 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 fust 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 furnishing, 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) Sunnlement 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). 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. 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. 8-04.30A Extruded Cement Concrete Curb (January 1, 2010 COP GSP) Supplement 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 Requirements (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) Placina and Finishin¢ 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 pedestrian ramps. 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 Oran e hri ation I Pu le SS -52 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 mill copper wire with OF insulation colored per the chart above for the utility being installed. SS -53 STANDARD DRAWINGS i 1 1 1'. i 1 1 1 1 1 1 1 1 1. 1 . 1 1 i STANDARD DRAWINGS PROJECT 17018 — Rowena Chess School Crossing PROJECT # GR5-ST-7A-1802; State No. HLP-SR17 0( 06) CONTACT Marr Heather Ames, PE Standard Drawings Checklist — 7/1/15 DWG ITEM X 2-15 Materials List SEWER 2-16 1-1 Standard Manhole 2-17 1-2 Manhole Frame & Cover 2-20 1-2A Manhole Frame & Locking Cover 2-22 1-3 Standard Drop Manhole 2-23 1-4 Manhole Adjustments 2-24 1-5 Typical Sewer Bedding 2-25 1-6 Sewer Stub Installation (New & Existing Main) 2-27 1-6A Deep Sewer Service (New & Existing Main) 2-28 1-7 Pressure Sewer Service Stub WATER Waterline Bedding 2-1 Tapping Water Mains------�- Fireline Meter– Ultrasonic 2-2 Residential Water Service Single Detector Check Assembly 2-2A Commercial Water Service Water Service & Back Flow Locations 2-3 r 2" Service Installation Irrigation Service (Front Yard) 2-4 {{ Cast Iron Valve Box i� E – City Owned or Acquired Irrigation Services 2-5 Blow -Off Assembly Temporary Irrigation Service with 4 r Backflow 2-6 Air/Vacuum Relief and Vault 3-1 2-7 3" to 8" Services 3-2A 2-8 Required Air Gap 3-213 2-12 Concrete Thrust Blocking 3-2C 2-13 Saddle Thrust Block 3-21) 2-14 Fire Hydrant Installation` Standard Drawings Checklist — 7/1/15 2-14A Fire Lines/Backflow 2-15 Guard Post 2-16 PVBA/SVBA Installation W to 2" 2-17 DCVA Installation'/" to 2" 2-20 RPDA Installation of/." to 2" 2-22 DCVA & DCDA Dual Installation Larger than 2" 2-23 DCDA & DCVA Installation 2" and Larger 2-24 RPBA Installation of %" to 1" 2-25 RPBA Installation 1-1/4" to 2" 2-27 RPDA & RPBA Installation larger than 2" 2-28 RPDA & RPBA Dual Installation larger than 2" 2-30 Waterline Bedding 2-31 Fireline Meter– Ultrasonic 2-32 Single Detector Check Assembly 2-34 Water Service & Back Flow Locations 2-35 Irrigation Service (Front Yard) 2-36 – City Owned or Acquired Irrigation Services 2-37 Temporary Irrigation Service with 4 r Backflow STREET 3-1 Typical City Utility Location 3-2A Typical Street Sections – Local Access 3-213 Typical Street Sections – Alleys 3-2C Typical Street Sections – Local and Partial 3-21) Typical Street Sections – Secondary and Collector j Standard Drawings Checklist -7/1/15 TRAFFIC CONTROL 3-2E Typical Street Sections - Primary Arterial X 3-3 HMA & Bituminous Surface Restoration Shoulder Work 3-5A Cement Concrete Drive Entrance (Bypass) Lane Closure - 2 Lane Road 3-5B Cement Concrete Drive Entrance X 3-5C Cement Concrete Sidewalk X 3-6A Parallel Curb Ramp X 3-6B Perpendicular Curb Ramp Double Lane Closure - 4 Lane Road (Inside) 3-6C Combination Curb Ramp 2 Lane Closure - 4 Lane Road 3-6D Single Direction Curb Ramp X 3-6E Detectable Warning Surface 2 Lane Closure - Outside 5 Lane Road 3-7A Type C Pedestrian Curb 3 Lane Closure - Outside 5 Lane Road 3-7B Pavement & Tubular Markers X 3-7C Curb Details (Sheet 1) e X 3-713 Curb Details (Sheet 2) Work Near Intersection 3-7E Catch Basin Gutter Widening Road Closure & Detour 3-8 Monument Case & Cover 1 Lane Closure - 3 Lane Road 3-9 Commercial Driveway and Valley Gutter Lane Closure 2 Lane Road - 2 Way Traffic 3-10 Typical 12" Street Name Sign 3-11 Typical 9" Street Name Sign 3-12 Typical Sign Post Installation X 3-15 Crosswalk Striping 3-16 Standard Knuckle 3-17 Cul -De -Sac 3-18 Miscellaneous Erosion Control Details 3-19 High Visibility Fence 3-20 Silt Fence with Backup Support 3-21 Check Dams STORM 4-1 Type 1 Catch Basin 4-3 Standard Drywall 4-3A Modified Drywall 4-4 Infiltration Trench (Single Outlet) 4-4Ai Infiltration Trench (Multiple Outlet) 4-6 Typical Storm Pond 4-7 Outlet Protection X 4-8 Storm Drain Inlet Protection Standard Drawings Checklist -7/1/15 TRAFFIC CONTROL X 6-1 Caution Sign X 6-2 Shoulder Work X 6-3 Lane Closure - 2 Lane Road 6-4 Right Lane Closure - 4 Lane Road 6-5 Left Lane Closure - 4 Lane Road 6-6 Double Lane Closure - 4 Lane Road (Outside) 6-7 Double Lane Closure - 4 Lane Road (Inside) 6-8 2 Lane Closure - 4 Lane Road 6-9 2 Lane Closure - Inside 5 Lane Road 6-10 2 Lane Closure - Outside 5 Lane Road 6-11 3 Lane Closure - Outside 5 Lane Road 6-12 Lane Closure Near Side of Intersection 6-13 Lane Closure Far Side of Intersection 6-14 Work Near Intersection X 6-15 Road Closure & Detour 6-16 1 Lane Closure - 3 Lane Road X 6-17 Lane Closure 2 Lane Road - 2 Way Traffic CITY OF PASCO Materials hist 3/15 Rev. 14 The following material specifications shall clarify, supplement and supersede where applicable the standard specifications. Provide submittals for materials and/or equivalents to the Engineer for approval in accordance with the Standard Specifications. MATERIAL E1. Sewer System Sewer pipe: Pipe, joints & fittings Service saddles (sewer tap) Manholes Frames & covers Locking covers Mortar / Grout Transition couplings 2. Water System Pipe Fittings Nuts, bolts, studs Restrained joints Joint lubricant Gate valves smaller than 12" Butterfly valves 12"or larger Rev. 3/3/15 Ring-Tite joint 4"45" PVC, SDR35 18"-48" PVC, Restrained gaskets Single 3 1/2" strap saddle PRE -APPROVED MANUFACTURER Romac "CB" Precast ASTM CM min. 6' depth, cone section RADA, Inc. eccentric to 24" opening, A -Loc Premium pipe Reese Concrete penetration seal. Ring adjustments- precast concrete ASTM A48, RADA, Inc. Class 30, cast iron, "SEWER", "CITY OF PASCO" Reese Concrete embossed in top (2" raised letters) cover weight- Wilbert Precast, Inc. 150 lbs., frame weight -185 lbs. D & L Foundry East Jordan Iron Works (3705Z) Olympic Foundry Neenah Foundry Co. ASTM A48, class 30, cast iron, "SEWER", "CITY East Jordan Iron Works OF PASCO" embossed in top (2" raised letters) (3704C) cover weight- 150lbs. D & L Foundry American All Patch 20 American Jet Set complete repair Jet Set Target expanding non -shrink Target Products Longitudinally bolted coupling with gasketed Romac, Dresser, Rockwell, joints. Ford, Smith -Blair Ductile iron thickness class 52 Cement lined, ductile iron, rubber gasket follower glands and bolts AWWA C110 appropriate gaskets transition couplers allowed or C153 and C1II, sleeves as needed. Carbon steel, ASTM A 307, grade B Approved by the City Engineer prior to installation. Nontoxic lubricant (water-soluble) Resilient wedge with ductile iron body (AW WA C515), non -rising stem, direction of opening - counterclockwise. Rubber seated (ANVWA C504 Class 150B) American Flow Control (2500 Series) Clow (F-6100 Series) Kennedy (Model KS-RVID M&H Valve (Style 7000) Mueller (A-2300 Series) Pratt (Groundhog) Kennedy(Adap-Torq) Mueller (Lineseal III) Clow /M&H (450, 4500 & 1450 Series) 2.a. Water Services & Connections PRE -APPROVED MATERIAL DESCRIPTION MANUFACTURER Tapping sleeves Ford fast style stainless steel Ford compound (AWWA C702) Romac model SST stainless tapping sleeve Romac **ALL FITTINGS TO BE LEAD FREE** Smith -Blair stainless steel tapping sleeve with Smith -Blair 1" 1 1/2"- 2" ductile iron flange. Tapping gate valve Resilient wedge, cast iron body (AWWA Mueller (T-2360) 12" or less C509/515) direction of opening- counter clockwise Clow (F-6114) Valve boxes series) Olympic Foundry (931) Single detector check Fire protection system piping. Watts (SS07F) valve (To be purchased and installed by C.O.P. only) Fire hydrant Dry -barrel, compression type with 5 1/4" valve Mueller (Centurion) See spec. 9.30.6(3)A opening, working pressure=150lb., 1 1/2" Clow (Medallion) Pentagon operating nut (left open) (AWWA C502) Waterous (Pacer WD67) Fire hydrant connector Storz HPHA50-45NH, Harrington, Inc & cap 5"x 4-1/2" NH Storz HBC -50 (1 1/2" & larger Air relief valve (ARV) Air -release for water works service. APCO ( 146) (AWWA C512) Service Saddles City water supply valve Brass ball valve or brass valve with rubber disc. Buckner, Lawnlife, Champion, to irrigation system 3/4 - Mueller (DS2S) Watts, Nibco. 2 inch McDonald (384x & 382x) Irrigation pipe — not in Minimum irrigation DR -18. See separate Parks and roadway Romac (305, 306) Recreation Irrigation Section class 150 or class 350 D.I. and A/C pipe. for service valves, sprinklers, direct tap 1' with copper service (cc threads) Ford (F1000) etc. Irrigation pipe — in 4.12"- ductile iron or AWWA C900 DR -18. roadway 12" and larger- ductile iron or AWWA C905 DR - 2.a. Water Services & Connections Meters 314 1" 1 1/21- 2" Badger (LP35, LP55 & LP120) displacement displacement (AWWA C700) Neptune (T-10,Tru/Flo) compound (AWWA C702) Sensus (SRII) **ALL FITTINGS TO BE LEAD FREE** Sensus (SRH) Meter angle valves 1" 1 1/2"- 2" Ford (KV43, FV13 series) (compression) (threaded) Mueller (H-14258, H-14286) McDonald (4602 & 4604 **ALL FITTINGS TO BE LEAD FREE** series) Meter check valves i" 1 1/2" - 2" Ford (HA34, HFA31 series) (compression) (threaded) Mueller (H-14269) **ALL FITTINGS TO BE LEAD FREE_** Copper pipe (std. See spec. 9.30.6(3)A Cerro service) Muller Cambridge Lee Galvanized pipe See spec. 9-30.6(3)A --------- ---------- (1 1/2" & larger services) Service Saddles C.C. thread (AWWA C800) for AWWA C900 PVC Romac (2025, 101S) (up to 12') class 150 or class 350 D.I. and A/C pipe. Mueller (DS2S) McDonald (384x & 382x) Smith -Blair (315 & 317) Service Saddles C.C. thread (AWWA C800) for AWWA C900 PVC Romac (305, 306) (12" or larger) class 150 or class 350 D.I. and A/C pipe. Corp. stops direct tap 1' with copper service (cc threads) Ford (F1000) Mueller (H -15008,H-10013) **ALL FITTINGS TO BE LEAD FREE** McDonald (4701.22) Rev. 3/3/15 Rev. 3/3/15 PRE -APPROVED MATERIAL DESCRIPTION MANUFACTURER Thread Sealant Use on threaded pipe fittings Spears Blue 75 Whitlam Blue Magic Teflon Tape or Teflon tape & thread sealant (Spears or Whitlam) Corp. stops used with Ford, FB400(CC),FB500(IP) service saddles Mueller H-9968(CC), (2" & larger) H-9969(IP) McDonald 470113-22, 470413 - **ALL FITTINGS TO BE LEAD FREE** 22 Fittings Compression Ford C-44 (copper to copper) (No grip fitting allowed) Mueller (H-15403) **ALL FITTINGS TO BE LEAD FREE** McDonald (4758-22) Meter boxes & lids Wl & i" Boxes MSBCF 1527.18 Mid States Plastic BCF Series RMB 1527-18 Raven Lids 152711 w/ reader lid Raven 1 Y2"& 2" Boxes MSBCF 1730.18 Mid States Plastic BCF Series RMB 1730-18 Raven Lids 1730R w/ reader lid Raven Meter vault Pre -cast cement with diamond plate spring OldCastle Precast (3-8 inch meters) assisted cover with locking latch inside (lid = 332-P) dimensions must allow for specified clearances. Backflow assembly Pre -cast cement vault with diamond plate spring OldCastle Precast vault and lid for assisted cover with locking latch. Inside diameter (lid = 322P) • assemblies larger than must allow for specified clearances. Contractor 2 inches up to 3 inches shall supply any necessary tools, keys or wrenches needed to open the vault lid. These ' shall be turned over to the Engineering inspector at the time of installation. Backflow assembly Pre -cast cement vault with diamond plate spring OldCastle Precast vault and lid for assisted cover with locking latch. Inside diameter (lid = 2-322P) assemblies 4.6 inches must allow for specified clearances. Contractor shall supply any necessary tools, keys or wrenches needed to open the vault lid. These shall be turned over to the Engineering inspector at the time of installation. Backflow assembly Pre -cast cement vault with diamond plate spring OldCastle Precast vault and lid for assisted cover with locking latch. Inside diameter (lid = 3.322P) assemblies 8.12 inches must allow for specified clearances. Contractor and parallel shall supply any necessary tools, keys or installations wrenches needed to open the vault lid. These shall be turned over to the Engineering inspector at the time of installation. Ladder Safety Post Ladders installed in the vaults shall include the LadderUP Safety Past installation of a safety post. Model#: LU -2, LU -3, or LU -4 Backflow assembly box Molded plastic box allow for minimum clearances Carson Industries V4 - 1 inch assemblies to the side and below, (1220 & 1324) Backflow assembly box Molded plastic box allow for minimum clearances Carson Industries (1730) 1'/, - 2 inch assemblies to the side and below. Meter angle valve- 9: -inch x''/. -inch with iron pipe threads and Ford (BA11-333W) Irrigation padlock wings Irrigation service box Body: L Series 1220-12 box (green) Carson Ind. and lid Cover: T -Cover 1220.4 Carson Ind. Rev. 3/3/15 MATERIAL Valve boxes for isolation valves of backflow assemblies Irrigation spigot Isolation Valve X", 1", 1 ''/s", and 2" 3 to 4" pipe size- #708 (6" valve box) 6 and larger- #910 (10" valve box) Bronze valve, left handed turn gate valve Lead Free curb stops Pre -manufactured Enclosures are required for providing freeze enclosures on above protection. ground backflow prevention assemblies 2.b. Meter with Backflow Assemblies Meter boxesi Box MSBCG 1527-18 and lids Lid 1527-18 1 ''/z" — 2" Box 1730.18 Lid 1730-18 3. Streets Monuments Monument frame & cover (3680) or approved equal. Street signs Pole bracket for larger sign blade — 12OUNX200 Pole bracket for standard blade — 12OUNP200 90' Cross bracket for large blade — 12OCPX090 90' Cross bracket for standard blade- 12OCPF090 Catch basin Oil/Water To be installed on all catch basins connected to Separators infiltration trenches 4. Storm Drain System Pipe and joints Ring-Tite joint ASTM 3212 4"-15" PVC, ASTM D3034-SDR35 18"-27" PVC, ASTM F679 Rev. 3/3/15 PRE -APPROVED MANUFACTURER Carson Industries Nibco Class 125 (M.T: 113) Fm : FIP X HP BIl-343-NL (3/4") BII-454-NL (1") B i 1 -666 -NL (1 '%") B11 -777 -NL (2") CTS X PEP B46.333 -NL (3/4") B46 -444 -NL (1") B46 -666 -NL (1 %-) B46 -777 -NL (2") Mueller: 300 Ball Curb Stop A.Y. McDonald: No Lead 76101 -Hot Box (Fiberglass, stainless steel, ornamental rock and ornamental stump) -Aquashield -Safe-T-Cover (Hydrocowel/Watts) Mid States Plastics BCF Series Raven Mid States Plastics BCF Series Raven East Jordan Iron Works Zumar Raven Products OWS-LP-4-15 BMP 12R Ground Water Rescue, Inc. "The Eliminator" J -M PIPE Advanced Drainage Systems I MATERIAL DESCRIPTION Catch basin frames and E.J.I.W. 432 grate, style D-2; away from curb, grates E.J.I.W. 432 grate, style C-2; next to curb & gutter, E.J.I.W. 433 frame; rectangular, 433 frame; Tracing wire splice kit circular Manhole lids and "STORM" and "CITY OF PASCO" in 2" letters frames For size & weight see Sewer System standards Catch basin barrels 24" round barrels, 4' deep, heavy wall precast catch basin. Drywall 48" Dia. perforated sections (25 perforations per 4' section). 60" dia. concrete cap; H-20 load rate 3' eccentric manhole cone Geotextile fabric Non -woven fiber pore size 0-13mm maximum water permeability 0.05 cm/sec minimum grab strength (ASTM D 1682) 100 lbs. minimum fabric toughness 10,000 lbs. 6. General Structural concrete Class 3000, minimum 5 %" sack mix Tracing wire 12 gauge copper with 60 -mil., OF installation, colored blue for water, green for sewer and purple for irrigation. Tracing wire splice kit Direct bury Locator Tape 2" wide, aluminum backed, colored blue for water, green for aewer and purple for irrigation. Pavement Markings Arrows, letters, symbols, and crosswalks shall be Type B — Pre -formed Fused Thermoplastic. All lines shall be Type A — Liquid Hot Applied Thermoplastic. Striping material type may vary only with written approval from the Engineer. Detector meters Detector meters shall read in cubic feet 7. Forms Fire Hydrant Regulation Patching City paved streets Water check -off Sewer check -off Vertical Datum points Landscaping Standards Amendments to Standard Specifications PRE -APPROVED MANUFACTURER RADA, Inc. East Jordan Iron Works Wilbert Precast, Inc. Olympic Foundry RADA, Inc. Reese Concrete D & L Foundry East Jordan Iron Works Olympic Foundry Wilbert Precast, Inc. RADA, Inc. Reese Concrete Products Wilbert Precast, Inc. RADA, Inc. Reese Concrete Products Wilbert Precast, Inc. 3M DBY-6 Approved by City of Pasco's Construction Manager/. G z _�1G //tom Rev. 3/3/15 Date '3&yIs r TRENCH BACKFILL NOTES: RESTORE PAVEMENT AND CRUSHED SURFACING TO STREET STANDARD (SEE DWG. 7 NO. 3-2) 01. SAW CUT TO A NEAT EDGE AND COAT ALL JOINTS WITH ASPHALT EMULSION. IF PREVIOUSLY CUT 7 EDGE HAS RAVELED OR IS UNDERMINED RECUTTING WILL BE REQUIRED AS DIRECTED BY THE CITY ENGINEER. 2. THE CONTRACTOR MAY BE REQUIRED TO TEMPORARILY PATCH THE TRENCH PER PMC 12.24.340. TEMPORARY PATCHING SHALL OCCUR IF A PERMANENT PATCH CANNOT BE PLACED IMMEDIATELY AND 7 TRAFFIC LANES MUST BE OPENED. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE CITY ENGINEER PRIOR TO APPLYING A TEMPORARY PATCH. 3. BORE HOLES 12" AND SMALLER: FILL WITH 5/8" -MINUS CRUSHED ROCK UP TO 1 -FOOT FROM FINISHED SURFACE THEN PLACE CONCRETE OR NON -SHRINK GROUT TO SURFACE. A7 4. H.M.A SHALL BE 1/2" PG 64-28 UNLESS OTHERWISE NOTED OR APPROVED BY THE CITY ENGINEER AND SHALL MEET THE REQUIREMENTS OF SECTION 5-04 OF THE STANDARD SPECIFICATIONS. 5. H.M.A. PAVEMENT SHALL BE PLACED IN ONE (1) LIFT FOR 2"-3" DEPTH AND TWO (2) EQUAL LIFTS FOR 4" DEPTH OR GREATER. 4/10 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION EITY OF PASCO. WASHINGTON TE: I 6.5' COMMERCIAL 5' RESIDENTIAL 27* CROSS SLOPE MAX 4" OF CONCRETE --/' 4" OF C.S.T.C. — SEE STD DWG 3-7C FOR CURB DETAILS NOTES: 1. JOINTS ON SIDEWALKS EVERY 5' (FEET) OR AS REQUIRED TO MATCH EXISTING IMPROVEMENTS (CUT 3/4" MIN. DEEP FOR AGGREGATE SEPARATION). THE JOINTS SHALL MATCH CURB JOINTS AND BE PERPENDICULAR TO THE CURB. 2. SIDEWALK EXPANSION JOINTS USING Y2n MASTIC ARE REQUIRED AT 30' PACING, ALL CURB RETURNS, THE TOP AND BOTTOM OF ALL DRIVEWAY TRANSITIONS, AND AT EXISTING CONCRETE/2 3. ALL 1/2" MASTIC TO BE FULL DEPTH PENETRATION AND FLUSH WITH THE FINISHED SURFACE. 4. IF THE THREAT OF RAIN OR BLOWING SAND IS PRESENT, SURFACES SHALL BE COVERED WITH 6—MIL POLY SHEETING. IF THE THREAT OF FREEZING IS PRESENT, THE WORK SHALL BE COVERED WITH THERMAL CURING BLANKETS FOR A PERIOD OF SEVEN (7) DAYS. 5. C.S.T.C. AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF ASTM D15575. 6. HEADERBOARD BULKHEADS TO BE INSTALLED PRIOR TO FORM INSPECTION. 7. SIDEWALKS BEHIND TYPE "D" CURB SHALL HAVE 6" THICK CONCRETE. 2 8. SLOPE ALL SURFACES (I.E. LANDSCAPE WHERE DETACHED SIDEWALK) AT 2% FROM RIGHT OF WAY TO BACK OF CURB. REV. 2 32 15 PUBLIC WORKS DEPARTMENT C ENTCONCR TE ID W ENGINEERING DIVISION APPROVED: STD. SPEC. $-14 CITY OF PASCO. WASHINGTON DWG. NO. / DATE: n rr 11 Z a h tlJLL ZW Wjy$WW WZR fm Otl ZZ>gg❑ �" N (W QR0 a � rc 'ai LL w w W ww sZ . a� �Qw s „o N N 2 W 0 W WZ WW�� 600 y� m ZZ� Z� FU Kw VU YWu JafJ z S1Q ... 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CITY OF PASCO WASHINGTON DATE: 3 =, LLp zw �5 = K diQ WLLo ww xow 6 uZi�< 00 0 86 a -t - g� H-. 0 ww Sg 6 ma 0 mm w j. w zi 95 RZ H "LL J7 ZHi i RH N: 8 4 S, gow BE< 4 z ;=rF 0 n ni Ng p 0� 0 9.02 S = W, w w � 4v �Z� i tam 2 Y W, -JS& w tj Z9y1 Z.1 I z OW gu 0om < O mw Z 2p FW W8 9,6 SkE �S�T� I 0 , w 12. w az 6- 69 <� ir lz 4e: o n Ep z r3 E�e ON ghm I.: IVY �pv �w zw w q: -P IT QW Jwc�w d Ism pr Nw t3i 08 OR 2wK wd �5 �d <ozQ a 02, to c luw B: 0 n OZ OM 0 w1c wn '8 -w -w 0 <N RRO k if an z 0 z ry wi 'i W to ui if w w wl w z -wbe WUY�'55 WmA In U 0 1ru 3.0 0 K Z 0 go Z 0 o I g-11 H @0 rL meir 7715il Z,3 .......... Bot s of 6- 0 6g. z <OG Z� w W. 0 0,00 < 59EZ L A 1?z A 0 zd� - ) a OX REV. 3 (UPDATED BASED ON CURRENT WSDOT STANDARDS) 10/28/14S 3 PUBLIC WORKS DEPARTMENT DETECTABLE WARN G SURFACE ENGINEERING DIVISION APPROVED: ISTD. SPEC. 8-14 WG. 0 CITY OF PASCO. WASHINGTnN Z4,'�i,�DATE: LK6MWNW_ loo s" SEE NOTE 5 2-1/2" 2_1/2" 1-1/2" R 1F�l "1/2"R 5/8" DEPTH OF THRU JOINT 6" ( 6" T f i WHEN PLACED ON PAVEMENT, DRILL -'xY- DEEP HOLES ® 1' O.C. SEE NOTE 4 1" R (TYP.) EXTRUDED CURB CURB AND GUTTER AT DRIVEWAY DROP AND ADA RAMPS 6" 6" 5-1 2' 2 / 1 4":1' 3/4" TO 1" � 1_ "R 1 STAB MIN. 3" TYPICAL 12" r 6" 5/8" `� STAB MIN. 3" 1"R -- �4" MINIMUM COMPACTED i�-18" —►��" MIN. COMPACTED CRUSHED SURFACING CRUSHED SURFACING TYPE D CURB AND GUTTER DETAIL TYPE "A" CURB AND GUTTER DETAIL CUL-DE-SAC FROM CURB RETURN TO CURB RETURN NOTES: 1. CONCRETE SHALL BE PER THE MATERIALS LIST. 2. CUT JOINTS SHALL BE 10'-0" C/C. 3. EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS. 4. BONDING AGENT TO BE FOUR (4) PARTS PORTLAND CONCRETE SLURRY TO ONE (1) PART DAYTON SUPERIOR J-40, OR APPROVED EQUAL. Qs 5. MATCH ROADWAY SLOPE. MAXIMUM COUNTER SLOPE SHALL BE 5.0%. REV. 5 LP61ROL—IC WORKS DEPARTMENT URB LS HEET 1 ENGINEERING DIVISION APPROVED: STD. SPEC. — DWG. F PASCO WASHINGTON DATE: / 3N0. r6' 11 - 1' (IN) R. 1/Y (IN) R. 6' CEMENT CONCRETE CURB RAMP, LANDING, 12' (IN) R. _ 1' (IN) i OR DRIVEWAY CEMENT CONCRETE OR VARIES FROM _ R. ' ENTRANCE ASPHALT CONCRETE 6'(IN)TO D'(IN) 6I } SIDEWALK OR PATH 6. r, _ 3/8' (IN) PREMOLDED 3M' (IN) PREMOLDED JOINT FILLER JOINT FILLER WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES VARIES FROM 6' (IN) TO 0' QN)- FACE OF CURB ^ - - FACE OF CURS 12' - _ FACE OF CURB ^ 61fC rARII- MAINTAINIH:6VSLOPE 1' 10' I_1' ES 1 J R (IN) : ; ON SIDE OF CURB r MATCH ROADWAY 1- (IN) R I I 1' (IN) R 12-(IN)R.- � �'/ ��SLOPE (5%MAX) // ROADWAY (IN) /- ROADWAY 7 mi • ,. ` p� RO 12'IN ADWAY R. IT I �O j I mi FLUSH WITH GUTTER PAN AT CURB RAMP ENTRANCE- 12'(IN) VERTICAL 1O ' LIP AT DRIVEWAY ENTRANCE I 4' MIN. COMPACTED 1 I CRUSHED SURFACING 1' • 6'-- 4' MIN. COMPACTED CRUSHED SURFACING DEPRESSED CURB SECTION 1314 11 W4 j AT CURB RAMPS AND DRIVEWAY ENTRANCES DUAL -FACED CEMENT CONCRETE TRAFFIC CURB I I i NOTES: 1. CONCRETE SHALL BE PER THE MATERIALS LIST. 2. CUT JOINTS SHALL BE 10'-0" C/C. i 3. EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS. REV. D 10/28/14 PUBLIC WORKS DEPARTMENT CURB DETAILS SHE T ENGINEERING DIVISION APPROVED: STD. SPEC. W6 CITY OF PASCO WASHINGTON DATE: 3No. REV. 2 5/30/14 WORKS DEPARTMENT ENGINEERING DIVISION = PASCO, WASHINGTON W N N m d 0 N 4 LLI X z J G WLd O N N J LlO w I r WO co g OJy -16 C 310N z U �Q K d8 N>< �w =3 0 „Zl � d�L az Uo U v 3 as z— J 3 vbZ Yz J� W O z~ O XJ Z Q O M W O N N~ 0 U �� a� oa XX U Q 3oY W Er �O J2 U)aQQF � M pN W� �iJ 0 zw �W (n V) NON Uw W� o 3F N J J3¢ Of rw Q o of X0 wi 2a ->.ia ? o ) 20� NLE Q w Ww HW - N(/) (V M O z W o N REV. 2 5/30/14 WORKS DEPARTMENT ENGINEERING DIVISION = PASCO, WASHINGTON W N N m d 0 N 4 W z N N J w I a o w g z g C 310N d8 N>< w � 3 a Q 0 Y z J Q � N } W N (n V) F- J U7 in REV. 2 5/30/14 WORKS DEPARTMENT ENGINEERING DIVISION = PASCO, WASHINGTON W N N m d 0 N 4 I DRA114AGE - RECTANGULAR GRATE SYSTEM (TYP.) BELOW INLET GRATE SEDIMATENI AI ISOMETRI VIEW SECTION VIEW BYPASS ET GRATE DEVICE NOTES I) SIZE THE INLET PROTECTION DEVICE FOR THE STORM WATER STRUCTURE IN WILL SERVICE. 7) PIF INLET PROTECTION DEVICE SHALL HAVE A. BUILT-IN HIGH FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3) THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF PTP INLET PROTECTION DEVICE WIHOUT SPILUNG THE COLLECTED MATERIAL, 4) PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPFCIFICATIOH 8-01.7(15). PUBLIC WORKS DEPARTMENT STORM DRAIN INLET PROTECTION ENGINEERING DIVISION APPROVED: STD. SPEC. $-OZ.3 9 D I DWG. CITY OF PASCO. WASHINGTON DATE: Ll MOTOR CYCLES USE EXTREME CAUTION W21-1701 (36" X 36") REFER TO WSDOT SIGN FABRICATION MANUAL FOR SIGN DETAILS RCW 47.36.200 (2) IF THE CONSTRUCTION, REPAIR, OR MAINTENANCE WORK INCLUDES OR USES GROOVED ERESLNTENCEZONE GRAVEL OR HI' CONSTRUCTION STEEL PLATES, MUST BE POSTED WITH SIGNS STATING THE CONDITION, AS REQUIRED BY PRNTHARIFRDIOPRPSAFHOUSITNFE OTEIALLAD FOR PURPOSES THIS SUBSECTION THE DEPARTMENT SHALL ADOPT BY RULE A UNIFORM SIGN OR SIGNt FOR THIS PURPOSE, INCLUDING AT LEAST THE FOLLOWING LANGUAGE, "MOTORCYCLES USE EXTREME CAUTION." REQUIRED SIGN (WHEN ABOVE CONDITIONS APPLY) ALL CHANGES MUST BE APPROVED BY THE CITY ENGINEER A NOTE: FOR REFERENCE ONLY. SEE MUTCD. BLIC WORKS DEPARTMENT ENGINEERING DIVISION ROAD WORK AHEAD rl BE PREPARED m FLAGGER VARIES FROM 50' TO 200' FLAGGER T= TAPER LENGTH S= SIGN SPACING SPEED LIMIT •S •T +1 2T •1 3T BUFFE 25 200' 125' 60' 40' 55' 30 200' 180' 90 60' 85' 35 200' 245' 120' 80' 120' 40 200' 320' 160' 100 170' 45 350' 540' 270' 180' 220' • SPACING MAY NEED TO BE ADJUSTED PER FIELD CONDITIONS • = CONES MAX. �CONE SPACING= SPEED LIMIT IN FEET 1 NOTE: FOR REFERENCE ONLY. SEE MUTCD. 0 ® ® 100' MAX e S TYPICAL LANE CLOSURE 2 LANE ROAD /12 ALL CHANGES MUST BE APPROVED BY THE CITY ENGINEER PUBLIC WORKS DEPARTMENT LANE CL ENGINEERING DIVISION APPROVED: ;ITY OF PASCO, WASHINGTON FLAGGER AHEAD * *ALSO ACCEPTABLE ROAD WORK AHEAD BUFFER V BE \ PREPARED ** DETOUR mmoll. SINAI CT SAHARA DR I SIROCCO DR (5-8 U J U J Ute► Q f PALO VERDE CT W U N El SAHARA DR I SIROCCO DR (5-8 DESERT PL C 0 EXAMPLE OF ROAD CLOSURE AND DETOUR /12 ALL CHANGES MUST BE APPROVED BY THE CITY ENGINEER PUBLIC WORKS DEPARTMENT AD CU ENGINEERING DIVISION APPROVED: :ITY OF PASCO, WASHINGTON GIrN I FGFNtt oa RiW 60iW' ON TYPE III BARRICADE FF ROAD O CLOSED ( TYPE E III BA T BARRICADE NOTE: FOR REFERENCE ONLY. SEE Ci DEI I O Ute► O PALO VERDE CT El Q z 0 _N D: O HILLTOP PL DESERT PL C 0 EXAMPLE OF ROAD CLOSURE AND DETOUR /12 ALL CHANGES MUST BE APPROVED BY THE CITY ENGINEER PUBLIC WORKS DEPARTMENT AD CU ENGINEERING DIVISION APPROVED: :ITY OF PASCO, WASHINGTON GIrN I FGFNtt oa RiW 60iW' ON TYPE III BARRICADE FF ROAD O CLOSED ( TYPE E III BA T BARRICADE NOTE: FOR REFERENCE ONLY. SEE Ci ROAD WORK AHEAD S r. BUFFER TRAVEL LANES MUST BE A MINIMUMI 10' OF 10' WIDE. ON STREET PARKING MUST BE TEMPORARILY REMOVED. WORK AREA T= TAPER LENGTH S= SIGN SPACING SPEED LIMIT °S +T •1 2T *1/3T BUFFE 25 200' 125' 60' 40' 55' 30 200' 180' 00' 60' 85' 35 200' 245' 120' 80' 120' 40 200' 320' 160' 100 170' 45 350' 540' 270' 180' 220' + SPACING MAY NEED TO BE ADJUSTED PER FIELD CONDITIONS • = CONES MAX. CONE SPACING= SPEED LIMIT IN FEET A NOTE: FOR REFERENCE ONLY. SEE BUFFER T -4 S s It ROAD WORK AHEAD TYPICAL LANE CLOSURE REV. 1 2 LANE ROAD 2 -WAY TRAFFIC 10/25/12 ALL CHANGES MUST BE APPROVED BY THE CITY ENGINEER PUBLIC WORKS DEPARTMENT LANE CLOSURE 27ANE ROAD - 2 -WAY TRAFFIC ENGINEERING DIVISION APPROVED: I STD. SP EC, 1 1O DWG. CITY OF PASCO. WASHINGTON DATE: ' � ANO CONSTRUCTION DRAWINGS WERNETT SYLVESTER ST VICINITY MAP NTS 'A• ST 1-182 JAMES ST O COURT ST O 2 w 9L LU n1 N 3 PROJECT m LOCATION A//ySwORTygV&SR 39 ' DRAWING INDEX ABBREVIATIONS: SHEET NO. DESCRIPTION ABBREVIATION: DESCRIPTION: 1OF2 COVER SHEET AVE AVENUE 2 OF RUB CROSSING BDG BUILDING BMP BEST MANAGEMENT PRACTICES C -LINK CENTURY LINK CONC CONCRETE DI DUCTILE IRON DWG DRAWING E EAST EG EXISTING GRADE EL ELEVATION EP EDGE OF PAVEMENT EX EXISTING FO FIBER OPTIC FS FINISH SURFACE HMA IE HOT MIX ASPHALT INVERT ELEVATION LEGEND IRR IRRIGATION LT MAX MIN N LEFT MAXIMUM MINIMUM NORTH ' DESCRIPTION EXISTING PROPOSED WATER —WA— SEWER —SS— WA NOT APPLICABLE STORM — NO NUMBER OVERHEAD POWER —OHP— NTS NOT TO SCALE GAS —GAS— OHP OVERHEAD POWER CENTURY LINK _FO — PSI PASCO SPATIAL INFORMATION UNDERGROUND POWER —UGP— PUD PASCO UTILTTYDLI;MICT CHAIN LINK FENCE ROW RIGHT OF WAV WASTEWATER FORCE MAIN —WWFM— RT RIGHT MINOR CONTOUR S SOUTH MAJOR CONTOUR SO STORM ST STREET STA STATION STORM DRAIN INLET 0 STD STANDARD STORM DRAIN MAN14OLE @SS SANITARY SEWER STREETLIGHT BMH SANITARY SEWER MANHOLE TOP BACK OF CURB TRANSP TRANSPORTATION UGP UNDER GROUND POWER FIRE HYDRANT 4 W WEST WATER VALVE j WL WATERLINE SSMH Q WV WATER VALVE WWFM WASTEWATER FORCE MAIN CITY OF PASCO, ENGINEERING CITY OF PASCO, PUBLIC WORKS OPERATIONS CASCADE NATURAL GAS FRANKLIN COUNTY IRRIGATION DISTRICT BASIN DISPOSAL CHARTER COMMUNICATIONS BEN FRANKLIN TRANSIT CENTURYLINK FRANKLIN PUD PASCO SCHOOL DISTRICT, TRANSPORTATION BONNEVILLE POWER ADMINISTRATION CONTACTS: KIM HOLST ARNIE GARZA (OFFICE) ARNIE GARZA (CELL) JOHN BURNS RAUL RAMIREZ TOBIAS MEARS AARON GONZALEZ (OFFICE) AARON GONZALEZ (CELL) STEPHANIE LORENZ -(509) 545-3464 - (508) 545-3463 -(508)736-5563 -(509)618-5282 -(509)547-3831 -(508)547-2476 -(508)222-2521 - (508) 735-4131 .(508)305-7503 - (509) 546-5953 - (508) 7274475 - (508) 547-2510 - (509) 5444748 PROJECT NO. GR5-ST-7A-1802, SLATE NO. HLP-SR17(006) Located in the City of Pasco, Franklin County, Washington, within Section 25,Township 9 North, Range 29 East, Willamette Meridian EROSION CONTROL NOTES: ELEMENT JH' MARK CLEARING LIMITS CONSTRUCTION WILL BE LIMITED TO INSTALLATION OF NEW IMPROVEMENTS ON EXISTING CITY PROPERTY. BMP: WA ELEMENT N2: ESTABLISH CONSTRUCTION ACCESS CONSTRUCTION VEHICLE ACCESS SHALL UTILIZE EXISTING PAVED CITY ROAD AND EXISTING PARKING AREAS. ANY ADDITIONAL CONSTRUCTION ACCESS REQUIRED SHALL BE CONSTRUCTED PER CITY OF PASCO STD DWG No. 3 -is. BMP: ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. ELEMENT IG: CONTROL FLOW RATFS THE SITES ARE LOCATED WITHIN EXISTING CITY PROPERTY WITH WELL DRAINED SOILS AND SELF CONTAINED DRAINAGE SYSTEMS. ALL CONSTRUCTION STORMWATER SHALL BE CONTAINED ONSfFE AND DIRECTED TO EXISTING DRAINAGE FACILITIES. BMP: WA ELEMENT M: INSTALL SEDIMENT CONTROLS THE SITE IS AN EXISTING CITY RIGHT -0F -WAY. MATERIAL EXCAVATED FROM THE SITE, AND IMPORTED TO THE SITE SHALL BE STORED N A MANNER TO MINIMIZE EROSION OF SONIS TOTHE MAXIMUM EXTENT PRACTICABLE. BMP: WA ELEMENT FS: STABLLI7E SOILS CONSTRUCTION WILL BE LIMITED TO INSTALLATION OF NEW MPROVEMENTS.ALL TRENCHING IS WITHIN EXISTI NG CT' PROPERTY UNDER EXISTING NAPROVEDAREAS. BMP: WA E FMENT 06- PRMSLOPES THE SITE IS AN EXISTING CITY PROPERTY WITH FLAT TO MODERATE SLOPES. BMP: WA is NT 97- CONTROL A ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON STTE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. COVER CONTAINMENT, AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL. CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON -INERT WASTES PRESENT ON THE SITE. MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVING ACTIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMWATER RUNOFF MUST BE CONDUCTED USING SPILL PREVENTION MEASURES. BMP: CONCRETE HANDLING -CONCRETE TRUCK CHUTES. PUMPS, INTERNALS, AND HAND TOOLS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. CONCRETE MAY NOT BE WASHED INTO SITE STORMWATER SWALES. E1J9AENT F8: MAINTAIN BMPS TEMPORARYAND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH BMPS. SEDIMENT CONTROL BMPS SHALL BE INSPECTED WEEKLY OR AFTER A RUNOFF -PRODUCING STORM EVENT DURING THE DRY SEASON AND DAILY DURING THE WET SEASON, TEMPORARY EROSION AND SEDIMENT CONTROL SNIPS SHALL BE REMOVED WITHIN 3D DAYS AFTER FINAL SITE SIIABILRATION IS ACHIEVED OR AFTER THE TEMPORARY BAPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED S OIL RESULTING FROM REMOVAL OF BMPS OR VEGETATION SHALL BE PERMANENTLY STABILIZED. ELEMENT 49: MANAGE THE PROJECT ALL BAPS SHALL BE INSPECTED, MAINTAINED, AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. A COPY OF THS PLAN SMALL BE RETAINED ON-SITE OR WITHIN REASONABLE ACCESS TO THE SITE DURING CONSTRUCTION. THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN SHALL BE MODIFIED WHENEVER THERE IS A SIGNIFICANT CHANGE IN THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ANY BMP. GENERAL NOTES: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND MAY NOT SHOW ALL UTILITIES WITHIN CANSTRUCTKN LIMITS. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UTILITIES, KNOWN AND UNKNOWN, BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR AGREES TO BE FULLY RESPONSIB LE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. CALL TWO BUSINESS DAYS BEFORE YOU DIG. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT SHOWN IN PLANS. IRRIGATION LINE, TELEPHONE SERVICE, CABLE TV LINE, GAS LINE, POWER LINE AND WATER SERVICE LOCATIONS ARE GRAPHICAL ONLY. CONTRACTOR TO VERIFY CORRECT LOCATION PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO VERIFY ACTUAL DEPTH OF GAS LINE, COMMUNICATION LINE, IRRIGATION LINE, POWER LINE AND WATER LINE. COORDINATE WITH THE CITY OF PASCO INSPECTOR AND UTILITY COMPANY FOR ANY CONFLICT THERE OF. APPf 7 • F 6T�'ENf Y, yE-. Pyellc S RnE9,016cJ' w, RBBW NIhe1t . bell o<gCeli klme yWdig G ei&FGRG.P.E..0 ENG ER �' ' GATE I&. L) 2 i — 5 6� EXISTING 3' GATE 7 / STA 10+93.2 LSTA 11+12.2 . 17.8' LT 17.B' LT N. 22ND AVE Q 8 STA=IO+DO.00 N=332217.1185 E=1989584.3161 STA 10+94.3. STA 11+10.5 { 14.1' RT 14.1' RT 7 L-52', R-14. ' „� A62'• R-14.6' 7 7 9 j� • .. ' t 1 � \ r _.._ pt _ .- MH -_- 4J... .._ Yt- ._-_. p.r q -10.5' -/ q ' STA10+77.2 _ .STA 11+27.6--- G 21.3'RT Q 9 21.2'RT P Li y /All Ln SAWCUT, REMOVE 2'OF EXISTING HMA, AND PATCH BACK. CONTROL BOX (WHERE REQUIRED) SIGN POST (BACK) AND FOUNDATION 10 0 10 w nm RILL SM -KALE N WE P . I0• NYN SE -9= N NEE 1' . 2W 2018 bER Sry r. N A � SIRE • TDK1w N616P6 CaMym ��hCi01By011tl1g. 2 ULIN; I KUL: I TUN NL) 1 ES: OCONSTRUCT TYPE PARALLEL A ADA CURB RAMP PER COP STD DWG. NO. 3-6A INCLUDING PEDESTRIAN CURB, AND CURB AND GUTTER PER COP STD DWG. NO. 3-7C. pZ CONSTRUCT TYPE PERPENDICULAR A ADA CURB RAMP PER COP STD DWG. NO. 3-6B, INCLUDING CURB AND GUTTER PER COP STD DWG. NO. 3-7C. EXISTING SIDEWALK MAY BE UTILIZED AS RAMP LANDING SINCE R MEETS SLOPE REQUIREMENTS. OCONSTRUCT CEMENT CONC. SIDEWALK PER COP STD. DWG. NO. 3 -SC AS PART Of THE CURB EXTENSION, INCLUDING CURB AND GUTTER PER COP STD 1-1 SCHOOL CROSSWALK SIGN DWG. NO. 3-7C. ® MATCH NEW ADA RAMP, SIDEWALK, AND/OR CURB AND GUTTER TO EXISTING. ACTUAL SAWCUT/REMOVAL LIMITS SHALL BE DETERMINED IN THE FIELD� tRMAFI WITH CITY INSPECTOR PRIOR TO BEGINNING CONSTRUCTION, AND WHERE POSSIBLE, WILL BE AT THE NEAREST JOINT. SYSTEMS RECTANGULAR 5 INSTALL 2 RRFSS (FRONT 8 BACK), 2 SCHOOL CROSSING ASSEMBLIES, PUSH BUTTONS AND CONTROL BOX, SIGN POST AND FOUNDATION, AND ANY ID FLASHING BEACON (RANG), APPROVED EQLWMENT. ELECTRICAL CONDUIT, WIRING,TRENCHING AND OTHER REQUIRED WORK FOR POWER CONNECTION. CONTRACTOR SHALL COORDINATE: CONNECTIONW16-7pL OR W16-7pR SIGN TO EXISTING POWER WITH PASCO SCHOOL DISTRICT (POTENTIALLY VIA PORTABLE BUILDING). ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE:'(WHERE REQINRED) WITH THE MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL PROTECT ALL EXISTING. IRRIGATION (LINES AND HEADS, AND FENCE. ALL EXISTING GRASSED AREAS THAT ARE DISTURBED SHALL BE REPLACED WITH SOD. SEE DETAIL 1 ON THIS SHEET FOR ADDITIONAL SIGN DETAILS. CONTRACTOR SHALL INSTALL CURB MOUNTED SIGN POST FOR THE PARALLEL CURB RAMP BY FENCE AND HAVE THE LOWER (W16.7P) SIGN 7• ABOVEBUTTON POLARA NAVIGATOR PUSH CONTROL OR SIDEWALK FOR PROTRUSION CLEARANCE. APPROV131 EOUNALENT. O] INSTALL INLET PROTECTION PER COP STD DWG. NO. 4-8. (WHERE REWIRED) ® INSTALL PLASTIC CROSSWALK PER COP STD DWG. NO. 3-15. AVOID PLACEMENT OF BARS WITHIN WHEELPATH WHERE POSSIBLE. OINSTALL A 3- PVC PIPE LF) (FRONT) (+1-49 ALONG EXISTING GUTTER FLOW LINE TO BE LEFT IN PLACE FOR DRAINAGE_ CUT FLUSH WITH NEW CONCRETE. DETAIL I SAWCUT, REMOVE 2'OF EXISTING HMA, AND PATCH BACK. CONTROL BOX (WHERE REQUIRED) SIGN POST (BACK) AND FOUNDATION 10 0 10 w nm RILL SM -KALE N WE P . I0• NYN SE -9= N NEE 1' . 2W 2018 bER Sry r. N A � SIRE • TDK1w N616P6 CaMym ��hCi01By011tl1g. 2 I I I I I I I I I I I I I I I 1 I I