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HomeMy WebLinkAboutGoodman & Mehlenbacher - Schuman Waterline ExtensionCONTRACT DOCUMENTS Schuman Lane Waterline Extension City Project No. 1800040 q� Pasco May 30,2019 Finance No. CP7-WT-9A-18-01 COPY LT g 2�-, -40 Pasea PUBLIC WORKS—ENGINEERING (509)545-3444/FAX (509)543-5728 PO Box 293/525 North 3`d Ave. Pasco, WA 99301 /www.pasco-wa.gov ADDENDUM NO. 1 Schuman Lane Waterline Extension PROJECT #1800040 Contract No. CP7-WT-9A-18-01 June 12, 2019 Addendum No. 1 Acknowledgement Page This addendum includes: 2 - 8'/2 X 11" Acknowledgement Pages 3 - 8 % X 11" Clarifications 2 - 8'/ X 11" Bid Proposal 1 — 11 X 17" Plan Total Sheets 8 NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the Schuman Lane Waterline Extension. Project #1800040, Contract No. CP7-WT-9A-18-01 as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required Company Name Name (Please Print) Title Signature Schuman Lane Waterline Extension Addendum No. 1 Project #1800040 - Contract No. CP7-WT-9A-18-01 Page 1 1I� Pasco PUBLIC WORKS—ENGINEERING ( (509)543-5728 PO Box 293/525 North 3`d Ave. Pasco, WA 99301/www.pasco-wa.gov The Bid Opening Schedule remains unchanged Submittals are due on: Wednesday June 19, 2019 at 2:00 PM This addendum will be sent through Quest CDN Only. Maria Serra, PE Senior Civil Engineer Schuman Lane Waterline Extension Project #1800040 - Contract No. CP7-WT-9A-18-01 Addendum No. 1 Page 2 4 Pasco "� PUBLIC WORKS—ENGINEERING (509)545-3444/FAX (509)543-5728 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov ADDENDUM NO. 1 Schuman Lane Waterline Extension PROJECT #1800040 Contract No. CP7-WT-9A-18-01 June 12, 2019 The following addendum is hereby issued and made a part of the Specifications for the Schuman Lane Waterline Extension project. The following formatting has been used to note additions and deletions to the contract documents. • Deletions are formatted as stricken through (example) text. • Changes/additions are formatted as bolded (example) text. Questions & Answers 1) Q• Provide limits for the Proposed ditch section A: Ditch limits: Station 1-40 to Station 10+40. 2) Q: If ditch section extends past the fenced area can material removed stay on site or does it need to be hauled offsite? A: Yes, materials need to be hauled offsite. 3) Q: Is 8" of gravel necessary? A: The thickness changed to 4". 4) Q. If posts are not reusable when relocating fence would new Posts be Paid as change order? A: The City inspectors will inspect the posts after removing, if the posts are not reusable because of aging, new posts be paid as change order, if the posts are damaged by the contractor, the contractor should provide new posts without change order. 5) Q:Clarifvifsurvevprovidedbythe City? A: the survey is the contractor responsibility. (City of Pasco Standard Amendments, section 1- 05.4) 6) Q: Clarify if compaction and material testing Provided by the city? A: The City will provide materials testing. 7) Q: On existing hydrant relocation. is gate valve provided? Should that be an item in the bid Proposal? A: There is an existing gate valve to be relocated. The cost of moving existing hydrant should contain all the hydrant assembly. Schuman Lane Waterline Extension Project #1800040 - Contract No. CP7-WT-9A-18-01 Addendum No. 1 Page 3 - 411� vsko PUBLIC WORKS—ENGINEERING (509)545-3444/FAX (509)543-5728 PO Box 293/525 North 3`d Ave. Pasco, WA 99301/www.pasco-wa.gov INFORMATION FOR BIDDERS Page IB -2 AWARD OF CONTRACT Supplement this section with the following: Notice to Proceed will be issued early August 2019 Special Provisions 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. "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. 2-09.5 Payment Section 2-09.5 is supplemented with the following: All the materials removed need to be hauled offsite. Schuman Lane Waterline Extension Project 61800040 - Contract No. CP7-WT-9A-18-01 Addendum No. 1 Page 4 Paseo ♦fit PUBLIC WORKS—ENGINEERING I PO Box 293/525 North BID PROPOSAL Ave. Pasco, WA 99301/www.pasco-wa.gov The following corrections and/or additions have been included on the revised Bid Proposal. Please use the corrected Bid Proposal provided in this addendum for final submission of bids. • Bid Item #1 SW 08 has been revised to read SS 1-09.7 • Bid Item #8 SP i 95. 18 has been revised to read SP 1-05.3(1) • Bid Item #19 SP 4 84 has been revised to read SS 4-04 • Bid Item #20 $14 04 has been revised to read SS 4-04 • Bid Item #21 SP 4-84 has been revised to read SS 4-04 • Bid Item #21 has been changed to read Crushed Surfacing Top Coarse (4") Ditch • Bid Item #21 Quantity 483 -has been changed to 98 • New Bid Item #24 Tap and install new service for existing 2" water meter Schuman Lane Waterline Extension Addendum No. 1 Project #1800040 - Contract No. CP7-WT-9A-18-01 Page 5 BID PROPOSAL (Addendum #1) Schuman Lane Waterline Extension Project No. 1800040 Contract No: CP7-WT-9A-18-01 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at Schuman Lane And has carefully examined specifications, plans, laws, and ordinances covering Installation of 8" ductile pipe (Water), 2 Fire hydrants and other 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 = Rfandarrl CnarMror,..., Item Quantic Unit Pay Item Description Unit rice Total price 1 1 LS SS 1-09.7 Mobilization and Demobilization 2 1 LS SPI -10 Project Temporary Traffic Control 3 1 LS SP 8-01 ErosionMater Pollution Control 4 1 LS I SP 2-02 Removal of Structures and Obstructions 5 1 LS I SS 2-01 Clearing and Grubbing 6 1 LSA SP 8.12.5 1 Remove and reset Chain link fence 7 6 EA SP 8.21.3 (5) Road Signs Relocation 8 1 LS SP 1-05.3(l) Record DrawingMinimum bid 1000 9 952 LF SP 2-09 Trench Excavation Safety Systems 10 3 EA SP 7-09.5 DI Water Main Fitting 8" x 8"x 6" Tee with Thrust block 11 1 EASP 7-09.5 DI 8 in. 45° Elbow with Thrust Block 12 810 LF SP 7-09.5 DI Pi a for Water Main, 8 -in Diam. Installation onl 13 134 LF SS 7-09.5 DI Pi a for Water Main, 8 -in Diam. 14 1 EA SP 7-09.5 DI Water Main Fitting, 8 in. Ca 15 2 EA SS 7-14.5 I Hydrant Assembl 16 1 EA SS 7-14.5 Movin ExistingHydrant with Assembl 17 4 EA SP 7-14.5 1 Guard Post 18 3 EA SP 7-14.5 Guard Post Relocation 19 9 TON SS 4-04 Crushed Surfacin Base Coarse 6" 20 4 TON SS 4-04 Crushed Sudacin To Coarse 2" 21 98 TON SS 4-04 Crushed Surfacing To Coars4" Ditch 22 6 TON SP 5-04 HMA CI. 1/2 -inch PG 64-28, 2.5" 23 1 LS SP a-02 Roadside Restoration 24 1 EA Si 9-30.6 Ta and install new service for existin 2" water meter Sub -total Tax 8.6% Grand Total 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 fumished 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 damage for each consecutive working day thereafter as provided in the current Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) , DATED AT SIGNED: PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: THIS DAY OF 2019 STATE CONTRACTOR'S LICENSE NO.: CONTRACT DOCUMENTS Schuman Lane Waterline Extension City Project No. 1800040 5-?o-Zo 1R Finance No. CP7-WT-9A-18-01 TABLE OF CONTENTS Schuman Lane Waterline Extension r City Project No. 1800040 Finance No. CP7-WT-9A-18-01 INVITATIONTO BID............................................................................................... INFORMATION FOR BIDDERS StandardSpecifications................................................................................................ Qualificationof Bidders............................................................................................... Water........................................................................................................................... Submissionof Bid Proposal.......................................................................................... Awardof Contract....................................................................................................... PROPOSAL BidProposal.................................................................................... ................................ SubcontractDisclosure.................................................................................................... BidBond....................................................................................................... .................... Non -Collusion Declaration................................ .............................................................. Prevailing Wage Rate Reference .................... .................................................................. CONTRACT REGULATIONS Contract ............ AD -1 ......................................................................................................................................I........... CO -1 PerformanceBond................................................................................................................................. 1313-1 SPECIAL PROVISIONS City of Pasco Special Provisions........................................................................................ CONSTRUCTION DRAWINGS .........SP -1 ATTENTION CONTRACTORS INVITATION TO BID Schuman Lane Waterline Extension City Project No. 1800040 Finance No. CP7-WT-9A-18-01 The City of Pasco, Washington is inviting and requesting bid proposals for the 1800040 Schuman Lane Waterline Extension, Project No. CP7-WT-9A-18-01. This project involves the installation of 8" ductile iron pipe (Water), two fire hydrants and other associated work on Schuman Lane (West of Road 96). Bid documents, including plans and specifications, may be obtained beginning June 03, 2019 at 12:OOPM through QuestCDN.com using eBidDoc # 6379038, for the standard download fee of $15.00. QuestCDN.com can be contacted at 952-233-1632 or info(o)guestCDN 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, City Hall 1st Floor, 525 North 3rd Avenue, Pasco, Washington, up to the hour of 2:00 PM, June 19, 2019, 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 Maria Serra, PE, City of Pasco, Public Works, 525 N. 311 Avenue, PO Box 293, Pasco, WA 99301, Email: serram(a)pasco-wagov. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority- and women -owned businesses are encouraged to submit bids. All work performed on the project will be subject to the prevailing state wage rates. 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: May 30, 2019 Mafia Serra, P.E. Publish: June 2, 2019 Senior Civil Engineer June 9, 2019 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 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 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. -m PROPOSAL Bid Proposal Subcontract Disclosure Non -Collusion Affidavit Prevailing Wage Rate Reference BID PROPOSAL (Addendum #1) Schuman Lane Waterline Extension Project No. 1800040 Contract No: CP7-WT-9A-18-01 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at Schuman Lane And has carefully examined specifications, plans, laws, and ordinances covering Installation of 8" ductile pipe (Water), 2 Fire hydrants and other 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 = Soedal Provision. SS = Standard SnarJflratinn Item Quantity Unit Pay Item Description Unit ceTotal lee 1 1 LS SSI -09.7 Mobilization and Demobilization Sbv- Sbr,- 2 1 LS SP 1-10 Project Temporary Traffic Control o Is - bo -3 1 LS SP 8-01 Erosion/Water Pollution Control - 4 1 LS SP 2-02 Removal of Shvctures and Obstructions t -I oo' I 1-1co- 5 1 LS SS 2-01 Clearing and Grubbing I Sao- 15vo- 6 1 LS SP 8-12.5 Remove and reset Chain link fence See- Sbo- 7 6 EA SP 8-21.3(5) Road Signs Relocation 275 - %350- 8 1 LS SP 1-05.30) Record Drawing Minimum bid 1000 pW- 9 952 LF SP 2-09 Trench Excavation Safety SYStM5 O ?s 2 8 - 10 3 EA 7-09.5 DI Water Main Fitting8"x 8' x 6" Tee with Thrust block ST - 11 1 7-09.5 Dl 8 in. 45" Elbow with Thrust Block 2-o0- 12 810 7-09.5 DI Pipe for Water Main, 8 -in Diam. Installation only)- 1 p,53c - 13 134 EEA 7-09.5 L DI Pipe for Water Main, 8 -In Dam. yo- �o - 14 1 7-09.5 DI Water Main Fittin , 8 in. Ca 2- - 2w- 15 2 7-14.5 Hydrant Assemblygoo- g bw- 16 1 EA SS 7-14.5 Moving ExIs ng Hydrant with Assembly 28m- -2., 8o� 17 4 EA SP 7-14.5 Guard Post ou- 2a« 18 3 EA SP 7.14.5 Guard Post Relocation 19 9 TON SS 4-04 Crushed Surfacing Base Coarse 6" - 20 4 TON SS 4-04 Crushed Sudadn To Coarse 2' - ts�'b' 21 98 TON SS4.04 CrushedSurfadn To Coarse4Ditch o- 6 TON SP 5-04 HMA Cl. 1/24nch PG 6428,2.5'23 1 LS SP 8-02 Roadside Restoration 115n- l 1- 24 1 EA SS 9-30.6 Tap and install new service for existing 2' water meter 330w- 3 ou— Sub-total tol,'438- Tax Grand Total ro -til ko3 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 damage for each consecutive working day thereafter as provided In the current Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) I g, DATED AT KE".1a-I'K, Wft THIS icO'�-4 DAY OF Su"'z ,2019 SIGNED: 2 c 'z --------TITLE: Ger 6ua.- M►u �r ck¢ PRINTED NAME: C I IycK-gAg-It NAME OF COMPANY: �„ouow rw ax o McHwRAu+�� tHT lwi� ADDRESS: 'PO V.LvA 5q449 KcNw can c Wd! g°133 b TELEPHONE: SG9-582-SS�o STATE CONTRACTOR'S LICENSE NO.: Ga'b MME, 0 C �T Cite 411 Pasco PUBLIC WORKS—ENGINEERING(509)545-3444/FAX(509)543-5728 PO Box 293/525 North 3d Ave. Pasco, WA 99301 /www.pasco-wa.gov ADDENDUM NO. 1 Schuman Lane Waterline Extension PROJECT #1800040 Contract No. CP7-WT-9A-18-01 June 12, 2019 Addendum No. 1 Acknowledgement Page This addendum includes: 2 - 8 % X 11" Acknowledgement Pages 3 - 8'/z X 11" Clarifications 2 - 8 '/2 X 11" Bid Proposal 1 — 11 X 17" Plan Total Sheets 8 NOTICE is hereby given that this acknowledgement Page must be signed and enclosed with the sealed bid for the Schuman Lane Waterline Extension. Project !#1800040, Contract No. CP7-WT-9A-18-01 as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required ✓`^ a Company Name 70 roto'\ ei< � Name (Please Print) Title Signature 0$,, 6sc,1,p( ENS. T"C S? to j CCT V.. ctv a 9 ei Schuman Lane Waterline Extension Addendum No. 1 Project #1800040 - Contract No. CP7-W7-9A-18-01 Page 1 SUBCONTRACT DISCLOSURE All Subcontractors must be prequalified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Prequalification forms may be obtained from the office of the City Engineer. Bidder acknowledges that work performed by a non - prequalified subcontractor will not be accepted by the City of Pasco. WE, the undersigned, intend to employ the following city pre -qualified subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. We intend to employ the firm(s) of: NAME ADDRESS UBI # List Item Number and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: A I I wos-lc. FIRM: Gm&nan&Md&n dwrEAt Inc NAME: W 23o 949 ADDRESS: t' nmieWiC� T�A 995 6-0799 TELEPHONE: Sb9 582 5'S'4 -e- EMAIL: e �j o.r•^B i^c.tjc. cofv SD I BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Goodman & Mehlenbacher Enterprises Inc.as Principal, and Berkley Insurance Company as Surety, are hereby held and firmly bound --unto City of Pasco as OWNER in the penal sum of +•gip canl of Ham_ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this 19th day of June 2019. 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 Schuman Lane Waterline Extension 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 si their proper officers, the day and year first set forth above. Berkley Insurance Company tllll1111,�Principal Surety �O JAEHLEiyBq� E CORPp Judit. Kaiser -Smith, Attorney -in -Fact 1��MIP=lt7ANT: Surety companies executing BONDS must appear on the Treasury Department's o : SZALoS[otIIrent fist (Circular 570 as amended) and be authorized to transact business in the State of * '.O WakWkVon. t In POWER OF ATTORNEY ' No. BI -78011 BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE ^ NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted '+ Y and appointed and does by these presents make, constitute and appoint: James E. Majeskey II,• Judith C. Kaiser -Smith; Thomas .E V. A. Davis, Shanalee E. Steele; Jaclyn R. Kruse; or Melissa Wolf of PayneWest Insurance, Inc. of Spokane, WA its true and a; lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed „ Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. N N 'E' w E This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following o > resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: a o RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief c Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant ° '� Secretary are hereby authorized to execute powers of attorney authorizing and qualifying ro Y g q Eying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such a = pattorney previously granted; RESOLVED, thatsuch Power of attorney limits the acts of those nam d therein to the bonds, undertakings, reco gnuances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further ° > RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attomey-in-fact named; and further c, RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any } 3power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. oIN WITNESS WHEREOF, the Com y has caused these presents- to pbe qsigned and attested by its appropriate officers and its corporate seal hereunto affixed this(day of{1' l ; Attest: Berk17 Insurance Company m F (Seal) By gy o I ederman Je after Executive Vice President & Secretary Se i e resident y .n WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER E STATE OF CONNECTICUT) +Q..N o ) ss: - o COUNTY OF FAIRFIELD ) s L Sworn to before me, a Notary Public in the State of Connecticut this day of, by [ra S. Lederman respectively, of Berkley Insurance Company. and Jeffrey M. Ifafter who are sworn to me to be the Executive Vice President Secretary, and t Senior Vice President T �No CR UPURI NnRA0� CONNECTICUT C� Q = MY COMMISSION EXPIRES o APHII.ao.2az4 otary Public, State o Connecticut CERTIFICATE z I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a °U true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded L and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this 19th day of a 2019 i (Seal) Vincent P. Forte 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: y 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. NCI BID PROPOSAL 1800040 Schuman Lane Waterline Extension PROJECT NUMBER: CP7-WT-9A-18-01 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at Schuman Lane And has carefully examined specifications, plans, laws, and ordinances covering Instal/ 944 Linear feet of 8" ductile pipe and install 2 Fire hydrant and other 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. 1800040 Schuman Lane Waterline Extension PROJECT NUMBER: CP7-WT-9A-18-01 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 Sava. The undesinged further agrees to pay as liquidated damage for each consecutive working day thereafter as provided in the current Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Accompanying this Proposal is a certified check, cashiers check or bid bond payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, 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 A' SIGNED: PRINTED NAME OF ADDRESS TELEPHOt STATE CO SUBCONTRACT DISCLOSURE All Subcontractors must be prequalified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Prequalification forms may be obtained from the office of the City Engineer. Bidder acknowledges that work performed by a non - prequalified subcontractor will not be accepted by the City of Pasco. WE, the undersigned, intend to employ the following city pre -qualified subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. We intend to employ the firm(s) of: NAME ADDRESS UBI # List Item Number and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: NAME: ADDRESS: TELEPHONE: EMAIL: SD 1 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 2019. 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 fust set forth above. Principal Surety In 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. r 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. NCI 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: httos://fortress.wa.gov/ini/wagelookup/prvwagelookuo asox Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is Jul 01,2019 (30 days after last publication date of Jun 02, 2019). A copy of the applicable prevailing wage rates are also available for viewing at the office of the City Engineer, located at 525 North 3rd, Pasco, Washington. Upon request, the City will mail a hard copy of the applicable prevailing wages for this project. Please forward your request in writing to the address above, or by calling (509) 545-3444. PWRR-1 CONTRACT REGULATIONS Contract Performance Bond CONTRACT Schuman Lane Waterline Extension City Project No. 1800040 Finance No. CP7-WT-9A-18-01 STATE OF WASHINGTON ) ) ss COUNTY OF FRANKLIN ) This a ement and contract made and entered into in triplicate this 3"' day of 2019 by and betw@en jhgCi of Pasco a munici al corporation, heremaft • called the City and L?txzA'txAi to ti M lit EYI �Gu iP hereinafter called the Contractor. WITNESSETH: That whereas, the City has caused to be prepared certain plans and specifications for imp vements in and for the City of Pasco and the Contractor did on the ► 1 day of hti , 2019 file with the Office of the City Clerk of the City of Pasco, Washington, a Proposal to famish 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 famishing the same. It is therefore agree first that atopy of said specifications, plans and proposal, filed as aforesaid on the 1a day of .1 / Ldu . 2019 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 art' e hereto have c9isV this agreement to be executed the day and year herein above written day of -I VAAV— , 2019. CITY OF LWA Dave MA City Manager ATTEST: f Contractor Signature _wl C}}Uc�c tiP�20. Clerk By: Printed Name C1 r M. PERFORMANCE BOND BOND TO THE CITY OF PASCO Bond No. 0226069 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Goodman & Mehlenbacher Enterprises, Inc. as principal, and Berkley Insurance Company (nelasare) 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. "'Sixty Six Thousand Seven Hundred Twenty One & 67/100"' ($66.721.67) This obligation is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at Spokane , Washington, this 29th day of July '2019. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on July 24 2019, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said Goodman & M hl nharh r nterpre�, the above bounden principal, a certain contract, the same contract being numbered 1800040 and providing for Schuman Lane Waterline Extension (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 _Goodman & Mehlenbacher Enterprises 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 within a period of one year 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. i`tt111 tllllrs `evp���:NLfEd$�� � �> o �• CORPOR,y •. Contra r ucx 'I hM.L =a : .SEA A ��lllllfll'+i Approved as to Form: Surety Judith C. Kaiser -Smith Attorney -in -Fact .0 No. BI -78011 POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. _ KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: James E. Majeskey II, • Judith C. Kaiser -Smith; Thomas j5 Y. A. Davis; Shanalee E. Steele; Jaclyn R. Kruse, or Melissa Wolf of PayneWest Insurance, Inc. of Spokane, WA its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and v acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. 4 F This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof This Power of Attorney is granted pursuant to the following v resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief C Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant ° Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attomey-in-fact named therein ° to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the c corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further _4'L RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any — = power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or - = other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as ' though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this",,_day of 11 l�, Attest: Berk:17 Insurance Company - (Seal) By gy IT ederman JJe afterExecutive Vice President & Secretary e resident N � E WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER STATE OF CONNECTICUT) c ) ss: G COUNTY OF FAIRFIELD ) Sworn to before me, a Notary Public in the State of Connecticut, this 1 day of/ , by Ira S. Lederman and Jeffrey M. flafter who are sworn to me to be the Executive Vice President Secretary, and t Senior Vice President, T respectively, of Berkley Insurance Company. rR+oraRYu�uelAc� �J CONNECTICUT C. o COMMISSION EXPIRES Aotirry, Publi ,, State of Connecticut m CERTIFICATE z E I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a j true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertakin to which this Power of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this 29th day of Ju. 019 i (Seal) Vincent P. Forte r-. r ACORO° GOOD&ME-03 AEBER CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDAYYY) r~ THIS CERTIFICATE IS ISSUED AS MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 7129/2019 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 have ADDITIONAL INSURED provisions or 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 Ca , ate does not confer ri It to the certi0cate holder in lieu of such endorsemen s . PRODUCER T CT -- Spokane Office PNONE Paynewest Insurance, Inc. aO E Ea:(509 838.3501 FAcc, Nq:(509)838-3511 501 N. RiverpoiIt Blvd., Ste 403 e4 A L INSURED r I Goodman & Mehlenbacher Enterprises, Inc Post Office Box 5949 Kennewick, WA 99336 4`nVl=0A see THIS INDICATED. CERTIFICATE EXCLUSIONS INSR A ------ cnrrrrs.nlc IS TO CERTIFY THAT THE POLICIES NOTWITHSTANDING ANY MAY BE ISSUED OR MAY AND CONDITIONS OF SUCH TYPE OF INSURANCE X COMMERCIAL GENERAL LIABILITY REQUIREMENT, PERTAIN, POLICIES. ADDL OF INSURANCE SUER rvumisePt: LISTED BELOW HAVE TERM OR CONDITION OF THE INSURANCE AFFORDED BY LIMITS SHOWN MAY HAVE BEEN POLICY NUMBER BEEN ISSUED ANY CONTRACT THE POLICIES REDUCED BY POLICY EFF TO THE INSURED OR OTHER DESCRIBED PAID CLAIMS. POLICY EXP REVISION NUMBER: NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS, LIMITS EACH OCCURRENCE 1,000,000 CLAIMS -MADE X OCCUR X IBIPS11227 9/20/2018 9/20/2019 DAMAGE TO RENTED 300,000 MED EXP M one arson 10,000 A X 181AS11227 9/20/2018 9/20/2019 GENL AGGREGATE LIMIT CT IM pIT APPLIES PER: POLICY ❑X JEF-1LOCGENERAL OTHER: AUTOMOBILE LIABILITY X My AUTO OWNED SCHEDULED AIlI1T0S ONLY AU��T��OSwwNNEEpp AUS ONLY AUTO�ONLV PERSONAL &ADV INJURY 1,000,000 AGGREGATE 2,000,000 PRODUCTS-COMP/OPAGG 2,000,000 WA STOP GAP 1000000 COMBINED SINGLE LIMIT 1,000,000 BODILY INJURY Per arson BODILVIWURV Per acdtlent ROP ftd�i AMAGE OCCURRENCE S 5,000,000 A X UMBRELLALIAB X OCCUR EXCESS LIAR CLAIMS -MADE X 181LU11227EACH 9/20/2018 DED X RETENTpN$ 10,000 9/2012019 AGGRETE 51000,000 GA WORKERS OYERS COMPENSATION ANYPROPRIETORMARTNER,EXECUTNE YIN pFFICERMIEM6ER EXCLUDED? O (Mantlatory In NH) NIA PER OTH- E.L. EACH ACCIDEM E.L. DISEABE - EA EMPLOYE Dyes describe under DESCRIPTION OF OPERATIONS bemw E.L. OISFJSE -POLICY LIMB DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, AddlUonal Remarks Schedule, may be aeachW If mora space Is required) RE: Schuman Lane Waterline Extension / Project #CP7-WT-9A-18-01 City of Pasco is Additional Insureds as per the attached forms. Coverage is primary and non-contributory. CERTIFICATE HOLDER City of Pasco Engineering Dept PO Box 293 Pasco, WA 99301 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Alaska National INSURANCE COMPANY BLANKET ADDITIONAL INSURED — AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II — WHO IS AN INSURED: Any person or organization that a. You agree in a "written contract requiring insurance" to include as an additional insured on this Coverage Part; and b. Has not been added to this policy as an additional insured for the same project by the attachment of an endorsement under this Coverage Part which includes such person or organization in the endorsement's schedule: is an insured, but c. Only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"; and d. Only as described in Paragraph (1), (2) or (3) below, whichever applies: (1) If the "written contract requiring insurance" specifically requires you to provide additional insured coverage to that person for injury or damage that arises out of "your work", that person or organization is an additional insured only if the injury or damage arises out of "your work" to which the "written contract requiring insurance" applies; Additional Premium: $2,500 (2) If the "written contract requiring insurance" specifically requires you to provide additional insured coverage to that person for injury or damage that is caused, in whole or in part, by the acts or omissions of you or your subcontractor, that person or organization is an additional insured only if the injury or damage is caused, in whole or in part, by the acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies" or '(3) If neither Paragraph (1) nor (2) above applies that person or organization is only an additional insured if, and only to the extent that, the injury or damage is caused by negligent acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to injury or damage caused in whole or in part by independent negligent acts or omissions of such person or organization. ANIC GL 1218 05 18 Page 1 of 3 AV Alaska Alational INSURANCE COMPANY n 2. If the "written contract requiring insurance" contains (1) The preparing, approving, or failing to a specific requirement that you procure completed prepare or approve, maps, shop drawings, ^ operations coverage or coverage within the opinions, reports, surveys, field orders or "products -completed operations hazard" for the change orders, or the preparing, additional insured, then the insurance provided to approving, or failing to prepare or approve, the additional insured covers "bodily injury' or drawings and specifications; and "Property damage" that occurs within the "products - completed operations hazard" at the level specified (2) Supervisory, inspection, architectural or in Paragraph IIA(1), 1.d.(2), or 1.d.(3), whichever engineering activities. applies. However, even if completed operations coverage or coverage within the "products- 4. The insurance provided to the additional insured by completed operations hazard" is required by the this endorsement is excess over any valid and written contract requiring insurance", such collectible other insurance, whether primary, coverage is available to the additional insured only excess, contingent or on any other basis, that is if the "bodily injury" or "property damage" occurs available to the additional insured. However, if the prior to the end of the time period during which you "written contract requiring insurance" specifically ^ are required by the "written contract requiring requires that this insurance apply on a primary insurance" to provide such coverage or the basis or a primary and non-contributory basis, this expiration date of the policy, whichever comes first. insurance is primary to other insurance available to -. the additional insured under which that person or 3. The insurance provided to the additional insured by organization qualifies as a named insured, and we this endorsement is limited as follows: will not share with that other insurance. But the insurance provided to the additional insured by this a. If the Limits of Insurance of this Coverage Part endorsement still is excess over any valid and shown in the Declarations exceed the collectible other insurance, whether primary, minimum limits of liability required by the excess, contingent or on any other basis, that is "written contract requiring insurance", the available to the additional insured when that insurance provided to the additional insured person or organization is an additional insured, or will be limited to such minimum required limits is any other insured that does not qualify as a of liability. For the purposes of determining named insured, under such other insurance. whether this limitation applies, the minimum limits of liability required by the "written 5. As a condition of coverage provided to the contract requiring insurance" will be considered additional insured by this endorsement: to include the minimum limits of liability of any Umbrella or Excess liability coverage required a. The additional insured must give us written for the additional insured by that "written notice as soon as practicable of an contract requiring insurance". This "occurrence" or an offense which may result in endorsement will not increase the limits of a claim. To the extent possible, such notice insurance described in Section III - Limits Of should include: Insurance. (1) How, when and where the "occurrence" or b. The insurance provided to the additional offense took place; insured does not apply to "bodily injury', "property damage", or "personal and (2) The names and addresses of any injured advertising injury" arising out of an architect's, persons and witnesses; and engineer's, or surveyor's rendering of or failure to render any professional services including: (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. ANIC GL 1218 05 18 Page 2 of 3 Alaska National INSURANCE COMPANY b. If a claim is made or "suit" is brought against the additional insured, the additional insured must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit", and otherwise comply with all policy conditions. d. The additional insured must tender the defense and indemnity of any claim or "suit" to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insurance provided to the additional insured by this endorsement is primary to other insurance available to the additional insured which covers that person or organization as a named insured as described in Paragraph 3. above. 6. The following is added to the DEFINITIONS Section: "Written contract requiring insurance" means that part of any written contract or agreement for construction services under which you are required to include a person or organization as an additional insured on this Coverage Part, provided that the "bodily injury" and "property damage" occurs, and the "personal and advertising injury' is caused by an offense committed, during the policy period and: a. After the signing and execution of the contract or agreement by you; and b. While that part of the contract or agreement is in effect. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Policy No. Insured Endorsement No. Countersigned By Includes copyrighted material of the Insurance Services Office, Inc., with its permission. ANIC GL 1218 05 18 Page 3 of 3 Afts INSURANCE COMPANY f 7A � Pndo CONTRACTORS' GENERAL LIABILITY ENHANCEMENT ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Coverage afforded under this extension of coverage endorsement does not apply to any person or organization covered as an additional insured on any other endorsement now or hereafter attached to this Coverage Part. SCHEDULE OF COVERAGES ARE SUMMARIZED BELOW 1. Miscellaneous Additional Insureds 8 additional insured extensions. Primary and Noncontributory Insurance 2. Damage To Premises Rented to You Limit increased to $500,000. 3. Medical Payments Limits increased to $15,000. Reporting period increased to three years from the date of accident. 4. Non -owned Watercraft Increased to 50 feet. 5. Supplementary Payments Cost of bail bonds increased to $10,000. Daily loss of earnings increased to $500. 6. Newly Formed Or Acquired Organizations Coverage extended to the end of the policy period or the next anniversary of this policy's effective date. 7. Liberalization Clause 8. Unintentional Failure To Disclose Hazards 9. Notice of Occurrence 10. Broad Knowledge of Occurrence 11. Bodily Injury - Extension of Coverage 12. Expected Or Intended Injury Reasonable force - bodily injury or property damage. 13. Blanket Waiver of Subrogation Waiver of subrogation where required by written contract or written agreement. ANIC GL 1187 07 16 14. In Rem Actions 1. MISCELLANEOUS ADDITIONAL INSUREDS Section II Who Is An Insured is amended to include as an additional Insured any person or organization described in Paragraphs 2.a. through 2.h. below whom you are required to add as an additional insured on this policy under a written contract or written agreement. However, the written contract or written agreement must be: 1. Currently in effect or becoming effective during the term of this policy; and 2. Executed prior to the "bodily injury', "property damage" or "personal injury and advertising injury", but Only the following persons or organizations are additional insureds under this endorsement and coverage provided to such additional insureds is limited as provided herein: a. State or Governmental Agency or Subdivision or Political Subdivi- sions Any state or governmental agency or subdivision or political subdivision that has issued a permit in connection with operations performed by you or on your behalf and that you are required by any ordinance, law or building code to include as an additional insured on this coverage part is an additional insured, but only with respect to liability for "bodily injury', "property damage', "personal and advertising injury" arising out of such operations. Page 1 of 6 INSURANCE COMPANY The insurance provided to such state e. Owners or Other Interests From or political subdivision does not apply Whom Land Has Been Leased to any "bodily injury", "property damage" or "personal and advertising An owner or other interest from whom injury" arising out of operations land has been leased by you but only performed for that state or political with respect to liability arising out of subdivision. the ownership, maintenance or use of that specific part of the land leased to b. Controlling Interest you and subject to the following additional exclusions: Any persons or organizations with a controlling interest in you but only This insurance does not apply to: with respect to their liability arising out of: (1) Any "occurrence" which takes (1) Their financial control of you, or place after you cease to lease that land; or (2) Premises they own, maintain or (2) Structural alterations, new con - control while you lease or occupy struction or demolition operations these premises. performed by or on behalf of such additional insured. ., This insurance does not apply to structural alterations, new construc- f. Co-owner of Insured Premises tion and demolition operations performed by or for such additional A co-owner of a premises co -owned insured. by you and covered under this insurance but only with respect to the c. Managers or Lessors of Premises co-owners liability as co-owner of such premises. A manager or lessor of premises but only with respect to liability arising out g. Lessor of Equipment of the ownership, maintenance or use of that specific part of the premises Any person or organization from leased to you and subject to the whom you lease equipment. Such following additional exclusions: person or organization is an additional insured only with respect to This insurance does not apply to: their liability for "bodily injury', "property damage" or "personal and (1) Any "occurrence" which takes Advertising injury" caused, in whole place after you cease to be a or in part, by your maintenance, oper- tenant in that premises; or ation or use of equipment leased to you by such person or organization. (2) Structural alterations, new con- A person's or organization's status as struction or demolition operations an additional insured under this performed by or on behalf of endorsement ends when their written such additional insured. contract or written agreement with you for such leased equipment ends. d. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver With respect to the insurance afforded these additional insureds, but only with respect to their liability the following additional exclusions as mortgagee, assignee, or receiver apply; and arising out of the ownership, maintenance, or use of a premises by This insurance does not apply: you. (1) To any "occurrence" which takes This insurance does not apply to place after the equipment lease structural alterations, new construc- expires; or tion or demolition operations - performed by or for such additional insured. ANIC GL 1187 07 16 Page 2 of 6 Ar Alaska AbHonar INSURANCr: COMPANY (2) To "bodily injury", "property damage", or "personal and advertising injury" arising out of the sole negligence of such additional insured. h. Owners, Lessees or Contractors (1) Such person or organization is an additional insured for "bodily injury", "property damage" and "personal and advertising injury' if, and only to the extent that, the injury or damage is caused by negligent acts or omissions of you or your subcontractor in the Performance of "your work" to which the written contract applies. This person or organization does not qualify as an additional insured with respect to injury or damage caused in whole or in part by independent negligent acts or omissions of such person or organization. (2) However, this insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including: i. the preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design or specifications; and fl. supervisory, inspection, or engineering services. (3) The insurance provided to this additional insured, does not cover "bodily injury" or "property damage" caused by your negligent acts and omissions in the performance of "your work" that occurs within the "products - completed operations hazard", unless the written contract contains a specific requirement that you procure completed operations coverage or coverage within the "products -completed operations hazard" for the additional insured. However, even if coverage within the "products -completed operations hazard" is required by the written contract, such coverage is available to the additional insured only if the "bodily injury' or "property damage" occurs prior to the end of the time period during which you are required by the written contract to provide such coverage or the expiration date of the policy, whichever comes first. Any insurance provided to an additional insured designated under Paragraphs 2.a. through 2.g. above does not apply to "bodily injury" or "property damage" included within the products -completed operations hazard." Primary And Noncontributory Insurance The following is added to the Other Insurance Condition and supersedes any provision to the contrary: This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. Section III - Limits of Insurance, the following is added: With respect to the insurance afforded to the additional insureds described in Paragraphs a. through h. above, the most we will pay on behalf of such additional insured is the amount of insurance: (1) Required by the contract or agreement; or (2) Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. ANIC GL 1187 07 16 Page 3 of 6 AftskeNe mpt INSB ffo p1Y This provision shall not increase the applicable Limits of Insurance shown in the Declaration. r 2. Damage To Premises Rented to You SECTION III — LIMITS OF INSURANCE, Paragraph 6. is replaced by the following: 6. Subject to Paragraph S. 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 any one premises, while rented to you, or in the case of damage by fire, while rented to you or temporarily occupied by you with permission of the owner. If a limit is shown for Damage to Premises Rented to You the most we will pay under Coverage A for damages because or "property damage" to any one premises is the Limit shown in the Declarations or $500,000, whichever is greater. 3. MEDICAL PAYMENTS A. Section III — Limits of Insurance, Paragraph 7. is replaced by the following: 7. Subject to Paragraph 5. above the Medical Expense Limit is the most we will pay under Coverage C for all medical expenses because of "bodily injury' sustained by any one person. If a limit is shown for Medical Expense in the Declarations the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person is the Limit shown in the Declarations or $15,000, whichever is greater. B. This provision 5. (Medical Payments) does not apply if Section I - Coverage C Medical Payments is excluded either by the provisions of the Coverage Part or by endorsement. C. Paragraph 1.a.(3)(b) of Section I - Coverage C - Medical Payments, is replaced by the following: (b) The expenses are incurred and reported to us within three years of the date of the accident; and 4. NON -OWNED WATERCRAFT A. If endorsement CG 21 09, CG 21 10, CG 24 50, or CG 24 51 is attached to the policy, Paragraph A. 2. g. (2) (b) is replaced by the following: (b) A watercraft that you do not own that is: (i) Less than 50 feet long: and (ii) Not being used to carry persons or property for a charge. B. If Paragraph A. does not apply, Paragraph g. (2) of 2. EXCLUSION under SECTION I — COVERAGES, COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: (2) A watercraft that you do not own that is: (a) Less than 50 feet long; and (b) Not being used to carry persons or property for a charge. S. SUPPLEMENTARY PAYMENTS A. Under Section I - Supplementary Payments - Coverage A and B, Paragraph 1.b., the limit of $250 shown for the cost of bail bonds is replaced by $10,000; B. In Paragraph 1.d., the limit of $250 shown for daily loss of earnings is replaced by $500. 6. NEWLY FORMED OR ACQUIRED ORGANIZATIONS Paragraph 3.a, of Section II - Who Is An Insured is deleted and replaced by the following: Coverage under this provision is afforded only until the end of the policy period or the next anniversary of this policy's effective date after you acquire or form the organization, whichever is earlier. ANIC GL 1187 07 16 Page 4 of 6 Amka INSURANCE COMPANY VD 7. LIBERALIZATION CLAUSE 10. BROAD KNOWLEDGE OF OCCURRENCE If we adopt a change in our forms or rules which The following is added to Paragraph 2. of Section would broaden coverage for contractors under IV - Commercial General Liability Conditions - this endorsement without an additional premium Duties in The Event of Occurrence, Offense, charge, your policy will automatically provide the Claim or Suit: additional coverages as of the date the revision is effective in your state. You must give us or our authorized representative 8. UNINTENTIONAL FAILURE TO DISCLOSE notice of an "occurrence", offense, claim, or "suit" only when the "occurrence", offense, claim or HAZARDS "suit' is known to: SECTION IV — COMMERCIAL GENERAL (1) You, if you are an individual; LIABILITY CONDITIONS — Paragraph 6. — Representations is replaced by the following: (2) A partner, if you are a partnership; 6. Representations (3) An executive officer or the By accepting this policy, you agree: employee designated by you to give such notice, if you are a a. The statements in the Declarations are corporation; or accurate and complete; (4) A manager, if you are a limited b. Those statements are based upon liability company. representations you made to us; and 11. EXPANDED BODILY INJURY c. We have issued this policy in reliance upon your representations. Section V - Definitions, the definition of "bodily injury" is changed to read: The unintentional omission of, or unintentional error in, any information "Bodily injury" means bodily injury, sickness or you provided to us which we relied in disease sustained by a person, including death, upon issuing this policy will not prejudice your humiliation, shock, mental anguish or mental injury by that person at any time which results as rights under this insurance. However, this a consequence of the bodily injury, sickness or provision does not affect our right to collect disease. additional premium or to exercise our rights of cancellation or nonrenewal in accordance 12. EXPECTED OR INTENDED INJURY with applicable laws and regulations. Exclusion a. of Section I - Coverage A - Bodily 9. NOTICE OF OCCURRENCE Injury and Property Damage Liability is replaced by the following: The following is added to Paragraph 2. of Section IV - Commercial General Liability Conditions - a. "Bodily injury" or "property damage" Duties In The Event of Occurrence, Offense, expected or intended from the Claim or Suit: standpoint of the insured. This exclusion does not apply to "bodily Your rights under this Coverage Part will not be injury" or "property damage" resulting prejudiced if you fail to give us notice of an from the use of reasonable force to "occurrence", offense, claim or "suit" and that protect persons or property. failure is solely due to your reasonable belief that . the "bodily injury" or "property damage" is not covered under this Coverage Part. However, you shall give written notice of this "occurrence", offense, claim or "suit" to us as soon as you are aware that this insurance may apply to such "occurrence", offense, claim or "suit." ANIC GL 1187 07 16 Page 5 of 6 JW AtkaNaftnai INSURANCE COMPANY 13. BLANKET WAIVER OF SUBROGATION The Transfer Of Rights Of Recovery Against Others To Us Condition (Section IV - Commercial General Liability Conditions) is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: 1. Your ongoing operations; or 2. "Your work" included in the "products - completed operations hazard." However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. Is in effect or becomes effective during the term of this policy; and 2. Was executed prior to loss. 14. IN REM ACTIONS Any action in rem against any vessel owned, operated by or for, or chartered by or for you will be treated in the same manner as though the action were in personam against you. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Policy No. Insured Endorsement No. Countersigned By Includes copyrighted material of Insurance Services Office, Inc., with its permission ANIC GL 1187 07 16 Page 6 of 6 Alaska National INSURANCE COMPANY DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): All projects Information required to complete this Schedule, if not shown above, will be shown in the Declarations. - A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by "occurrences" damages or under Coverage C for medical under Section I - Coverage A, and expenses shall reduce the Designated for all medical expenses caused by accidents Construction Project General Aggregate Limit under Section I - Coverage C, which can be for that designated construction project. Such attributed only to ongoing operations at a single payments shall not reduce the General designated construction project shown in the Aggregate Limit shown in the Declarations nor Schedule above: shall they reduce any other Designated 1. A separate Designated Construction Project Construction Project General Aggregate Limit General Aggregate Limit applies to each for any other designated construction project designated construction project, and that limit shown in the Schedule above. -- is equal to the amount of the General 4. The limits shown in the Declarations for Each Aggregate Limit shown in the Declarations. Occurrence, Damage To Premises Rented To 2. The Designated Construction Project General You and Medical Expense continue to apply. Aggregate Limit is the most we will pay for the However, instead of being subject to the sum of all damages under Coverage A, except General Aggregate Limit shown in the damages because of 'bodily injury" or Declarations, such limits will be subject to the "property damage" included in the "products- applicable Designated Construction Project completed operations hazard", and for medical General Aggregate Limit. expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 Quote Producer Copy Page 1 of 2 Alaska National INSURANCE COMPANY B. For all sums which the insured becomes legally C. obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical D. 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 Designated Construction Project General Aggregate Limit. 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 Designated Construction Project General Aggregate Limit. If the applicable designated 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 as stipulated. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Policy No. Insured Endorsement No. Countersigned By © Insurance Services Office, Inc., 2008 CG 25 03 05 09 Quote Producer Copy Page 2 of 2 AMAlaska National INSURANCE COMPANY BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM Various provisions in this endorsement restrict SECTION IV — Business Auto Conditions, coverage. Read the entire policy carefully to Paragraph A. 5. — Transfer of Rights of Recovery determine rights, duties, and what is and is not Against Others To Us is amended to include: covered. Throughout this policy, the words "you" and "your" refer to the Named Insured shown in the Declarations. The words "we", "us", and "our" refer to the company providing this insurance. Other words and phrases that appear in quotation marks have special meaning. Refer to SECTION V — DEFINITIONS in the Business Auto Coverage Form, The coverages provided by this endorsement apply per "accident" and, unless otherwise specified, are subject to all of the terms, conditions, exclusions and deductible provisions of the policy, to which it is attached. SECTION II — COVERED AUTO LIABILITY COVERAGE, Paragraph A.I. Who Is An Insured is amended to include: d. Any "employee" of yours while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. e. Any person or organization for whom you have agreed in writing to provide insurance such as is afforded by this Coverage Form, but only with respect to liability arising out of the ownership, maintenance or use of "autos" covered by this policy. If such person or organization has other insurance then this insurance is primary to and we will not seek contribution from the other insurance. 5. Transfer of Rights of Recovery Against Others to Us This condition does not apply to any person(s) or organization(s) to the extent that subrogation against that person or organization is waived prior to the "accident" or the "loss" under a contract with that person or organization. SECTION II — COVERED AUTO LIABILITY COVERAGE, Paragraph A.2 -a. (2) — Supplementary Payments is replaced by the following: (2) Up to $10,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. SECTION II — COVERED AUTO LIABILITY COVERAGE, Paragraph A.2.a. (4) — Supplementary Payments is replaced by the following: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. ANIC CA 1150 10 13 Page 1 of 4 Alaska National INSURANCE COMPANY ANIC CA 1150 10 13 Page 2 of 4 c. "Loss" caused by falling objects or SECTION II — COVERED AUTO LIABILITY missiles. COVERAGE, Paragraph A.2 -c- — Voluntary Property Damage is added as follows: However, you have the option of having glass breakage caused by a covered "auto's" c. Voluntary Property Damage collision or overturn considered a "loss" under Collision Coverage. At your written request, we may make a voluntary payment for Property Damage Glass Repair— Waiver of Deductible C caused by an "insured", but without liability to a third party, up to $25,000. We No deductible applies to glass breakage, if will not make a Voluntary Property the glass is repaired rather than replaced. Damage payment to anyone who is an "insured" under this policy. SECTION III — PHYSICAL DAMAGE COVERAGE, Paragraph AA.a. — Transportation Expenses is j SECTION III — PHYSICAL DAMAGE COVERAGE, replaced by the following: Paragraph A.2. — Towing is replaced by the following: a. Transportation Expenses Towing We will pay up to $200 per day to a We will pay up to $500 for towing and labor maximum of $1,500 for temporary costs incurred each time a covered "auto" transportation expense incurred by you that is a: because of the total theft of a covered "auto" that is a: a. Private passenger; (1) Private passenger; b. Truck; (2) Truck; c. Pick-up truck; d. Panel ; or (3) Pick-up truck; e. Van (4) Panel; or type vehicle under 20,000 lbs. of Gross (5) Van Vehicle Weight is disabled. However, the labor must be performed at place of type vehicle under 20,000 lbs. of Gross disablement. Vehicle Weight. We will pay onlyfor those covered "autos" for which you carry SECTION III — PHYSICAL DAMAGE COVERAGE, either Comprehensive or Specified Paragraph A.3. — Glass Breakage — Hitting a Bird Causes of Loss Coverage. We will pay or Animal — Falling Objects or Missiles is replaced for temporary transportation expenses by the following: incurred during the period beginning 48 hours after the theft and ending, Glass Breakage — Hitting a Bird or Animal regardless of the policy's expiration, — Falling Objects or Missiles when the covered "auto" is returned to use or we pay for its "loss". If you carry Comprehensive Coverage for the damaged covered "auto", we will pay the following under Comprehensive Coverage: a. Glass Breakage; b. "Loss" caused by hitting a bird or animal; and ANIC CA 1150 10 13 Page 2 of 4 AV Alaska National INSURANCE COMPANY (3) Collision only if the Declarations indicate that Collision Coverage is provided for the vehicle withdrawn from service. However, the most we will pay for any expenses for loss of use is $200 per day, to a maximum of $1,500. SECTION III — PHYSICAL DAMAGE COVERAGE, Paragraph AA.c. — Non -Transportation Loss of Use Expenses is added as follows: c. Non -Transportation Loss of Use Expenses We will pay up to $2,000 for non - transportation expense incurred by you, because of "loss" to a covered "auto", if caused by: (1) Other than Collision, only if the Declarations indicate that Comprehensive Coverage is provided for the "auto" withdrawn from service; ANIC CA 1150 10 13 e. Rental Reimbursement Coverage We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto" that is a: (1) Private Passenger; (2) Truck; (3) Pick-up truck; (4) Panel; or (5) Van type vehicle under 20,000 lbs. of Gross Vehicle Weight. Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered "auto". No deductibles apply to this coverage. Page 3 of 4 (2) Specified Causes of Loss only if the SECTION III —PHYSICAL DAMAGE COVERAGE, Declarations indicate that Specified Paragraph A.4.b. — Loss of Use Expenses is Causes of Loss Coverage is provided replaced by the following: for the "auto" withdrawn from service; b. Loss of Use Expenses — Hired, Rented, or (3) Collision only if the Declarations or Borrowed Automobiles indicate that Collision Coverage is provided for the "auto" withdrawnfrom We will pay expenses for which an service. "insured" becomes legally responsible to pay for loss of use of a vehicle hired, SECTION III — PHYSICAL DAMAGE COVERAGE, rented or borrowed without a driver under Paragraph AAA. — Airbag Coverage is added as a written rental contract or agreement. follows: We will pay for loss of use expenses, if caused by: d. Airbag Coverage (1) Other than Collision, only if the We will pay for the cost to repair, replace, Declarations indicate that or reset an airbag that inflates for any Comprehensive Coverage is provided reason other than as a result of a for the vehicle withdrawn from collision, if the Declarations indicate that service. the covered "auto" has Comprehensive Coverage or Specified Causes of Loss (2) Specified Causes of Loss only if the Coverage. Declarations indicate that Specified Causes of Loss Coverage is provided SECTION III — PHYSICAL DAMAGE COVERAGE, for the vehicle withdrawn from Paragraph AA.e. — Rental Reimbursement service. Coverage is added as follows: (3) Collision only if the Declarations indicate that Collision Coverage is provided for the vehicle withdrawn from service. However, the most we will pay for any expenses for loss of use is $200 per day, to a maximum of $1,500. SECTION III — PHYSICAL DAMAGE COVERAGE, Paragraph AA.c. — Non -Transportation Loss of Use Expenses is added as follows: c. Non -Transportation Loss of Use Expenses We will pay up to $2,000 for non - transportation expense incurred by you, because of "loss" to a covered "auto", if caused by: (1) Other than Collision, only if the Declarations indicate that Comprehensive Coverage is provided for the "auto" withdrawn from service; ANIC CA 1150 10 13 e. Rental Reimbursement Coverage We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto" that is a: (1) Private Passenger; (2) Truck; (3) Pick-up truck; (4) Panel; or (5) Van type vehicle under 20,000 lbs. of Gross Vehicle Weight. Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered "auto". No deductibles apply to this coverage. Page 3 of 4 AVINSURANCE /'l/ ska � COMPANY Ifil (1) We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: (a) The number of days reasonably required to repair or replace the covered "auto". SECTION IV - BUSINESS AUTO CONDITIONS - Paragraph B.5.b. - Other Insurance is replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent, or borrow; and (b) 30 days. (2) Any covered "auto"" hired or rented by your "employee' under a contract (2) This coverage does not apply while in that individual "employee's" name, there are spare or reserve "autos" available to you for your operations. with your permission, while performing duties related to the (3) The Rental Reimbursement conduct of your business. Coverage described above does not However, any "auto" that is leased, hired, apply to a covered "auto" that is rented or borrowed with a driver is not a described or designated as a covered covered "auto". "auto" on Rental Reimbursement Coverage Form CA 99 23. L SECTION V - DEFINITIONS - Paragraph C. - I SECTION IV -BUSINESS AUTO CONDITIONS - "Bodily injury" is replaced by the following: Paragraph B.2. - Concealment, Misrepresentation Or Fraud is amended by adding Unintentional Failure C. "Bodily injury" means bodily injury, sickness or to Disclose Hazards at the end of Paragraph B.2. as disease sustained by a person including death or follows: mental anguish resulting from any of these. Mental anguish means any type of mental or Unintentional Failure to Disclose Hazards emotional illness or disease If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date . issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Policy No. Insured Endorsement No. 2 Countersigned By © Insurance Services Office, Inc., 2009 ANIC CA 1150 10 13 Page 4 of 4 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 2019. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on 2019 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 1800040 and providing for Schuman Lane Waterline Extension (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 within a period of one year 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 PBI Contractor SPECIAL PROVISIONS 1 CITY OF PASCO 2 SCHUMAN LANE WATERLINE EXTENSION 3 CITY PROJECT NO. 1800040 4 FINANCE NO: CP7-WT-9A-18-01 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 Spec cations 10 for Road, Bridge and Municipal Construction, 2018 edition, as issued by the Washington State 11 Department of Transportation (WSDOT) and the American Public Works Association (APWA), 12 Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, 13 as modified or supplemented by the Amendments to the Standard Specifications and these 14 Special Provisions, all of which are made a part of the Contract Documents, shall govern all of 15 the Work. 16 17 These Special Provisions are made up of both General Special Provisions (GSPs) from various 18 sources, which may have project -specific fill-ins; and project -speck Special Provisions. Each 19 Provision either supplements, modifies, or replaces the comparable Standard Specification, or is 20 a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion 21 of the Standard Specifications is meant to pertain only to that particular portion of the section, 22 and in no way should it be interpreted that the balance of the section does not apply. 23 24 The project -specific Special Provisions are not labeled as such. The GSPs are labeled under 25 the headers of each GSP, with the effective date of the GSP and its source. For example: 26 27 (March 8, 2013 APWA GSP) 28 (April 1, 2013 WSDOT GSP) 29 (May 1, 2013 COP GSP) 30 31 Also incorporated into the Contract Documents by reference are: 32 • Manual on Uniform Trak Control Devices for Streets and Highways, currently adopted 33 edition, with Washington State modifications, if any 34 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current 35 edition 36 B City of Pasco Standard Plans and Materials list 37 • City of Pasco amendment to the standard Specification 38 39 Contractor shall obtain copies of these publications, at Contractor's own expense. 40 41 42 43 DESCRIPTION OF WORK 44 45 46 This contract provides for the improvement of *** a waterline in Schuman lane by the installation 47 of approximately 944 linear feet of 8 -inch ductile iron water main in Schuman lane, 2 Hydrant 48 Assemblies and Guard posts***and other work, all in accordance with the attached Contract 49 Plans, these Contract provisions, and Standard Specifications. SP 1 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 2 3 DIVISION 1 4 GENERAL REQUIREMENTS 5 6 1-01.3 Definitions 7 (January 4, 2016 APWA GSP) 8 9 Delete the heading Completion Dates and the three paragraphs that follow it, and replace them 10 with the following: 11 12 Dates 13 Bid Opening Date 14 The date on which the Contracting Agency publicly opens and reads the Bids. 15 Award Date 16 The date of the formal decision of the Contracting Agency to accept the lowest 17 responsible and responsive Bidder for the Work. 18 Contract Execution Date 19 The date the Contracting Agency officially binds the Agency to the Contract. 20 Notice to Proceed Date 21 The date stated in the Notice to Proceed on which the Contract time begins. 22 Substantial Completion Date 23 The day the Engineer determines the Contracting Agency has full and unrestricted use 24 and benefit of the facilities, both from the operational and safety standpoint, any 25 remaining traffic disruptions will be rare and brief, and only minor incidental work, 26 replacement of temporary substitute facilities, plant establishment periods, or correction 27 or repair remains for the Physical Completion of the total Contract. 28 Physical Completion Date 29 The day all of the Work is physically completed on the project. All documentation 30 required by the Contract and required by law does not necessarily need to be furnished 31 by the Contractor by this date. 32 Completion Date 33 The day all the Work specified in the Contract is completed and all the obligations of the 34 Contractor under the contract are fulfilled by the Contractor. All documentation required 35 by the Contract and required by law must be furnished by the Contractor before 36 establishment of this date. 37 Final Acceptance Date 38 The date on which the Contracting Agency accepts the Work as complete. 39 40 Supplement this Section with the following: 41 42 All references in the Standard Specifications, Amendments, or WSDOT General Special 43 Provisions, to the terms "Department of Transportation", "Washington State Transportation 44 Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and 45 "State Treasurer" shall be revised to read "Contracting Agency". 46 SP 2of62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 All references to the terms "State° or "state" shall be revised to read "Contracting Agency" 2 unless the reference is to an administrative agency of the State of Washington, a State 3 statute or regulation, or the context reasonably indicates otherwise. 4 5 All references to "State Materials Laboratory" shall be revised to read "Contracting Agency 6 designated location". 7 8 All references to "final contract voucher certification" shall be interpreted to mean the 9 Contracting Agency form(s) by which final payment is authorized, and final completion and 10 acceptance granted. 11 12 Additive 13 A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, 14 which may, at the discretion of the Contracting Agency, be awarded in addition to the base 15 bid. 16 17 Alternate 18 One of two or more units of work or groups of bid items, identified separately in the Bid 19 Proposal, from which the Contracting Agency may make a choice between different 20 methods or material of construction for performing the same work. 21 22 Business Day 23 A business day is any day from Monday through Friday except holidays as listed in Section 24 1-08.5. 25 26 Contract Bond 27 The definition in the Standard Specifications for "Contract Bond" applies to whatever bond 28 form(s) are required by the Contract Documents, which may be a combination of a Payment 29 Bond and a Performance Bond. 30 31 Contract Documents 32 See definition for "Contract. 33 34 Contract Time 35 The period of time established by the terms and conditions of the Contract within which the 36 Work must be physically completed. 37 38 Notice of Award 39 The written notice from the Contracting Agency to the successful Bidder signifying the 40 Contracting Agency's acceptance of the Bid Proposal. 41 42 Notice to Proceed 43 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 44 and directing the Contractor to proceed with the Work and establishing the date on which 45 the Contract time begins. 46 47 Traffic 48 Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 49 equestrian traffic. 50 SP 3of62 CITY OF PASCO PROJECT M CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 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 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 2 Furnished automatically upon award. Contract Provisions 2 Furnished automatically I upon award. Large plans (e.g., 22" x 0 Furnished only upon 34") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4(1) General (August 15, 2016 APWA GSP Option B) The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business 3 business days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION SP 4 of 62 1 2 1-02.4(2) Subsurface Information 3 (March 8, 2013 APWA GSP) 4 The second sentence in the first paragraph is revised to read: 5 6 The Summary of Geotechnical Conditions and the boring logs, if and when included as 7 an appendix to the Special Provisions, shall be considered as part of the Contract. 8 9 10 1-02.5 Proposal Forms 11 (July 31, 2017 APWA GSP) 12 13 Delete this section and replace it with the following: 14 15 The Proposal Form will identify the project and its location and describe the work. It will also 16 list estimated quantities, units of measurement, the items of work, and the materials to be 17 furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that 18 call for, but are not limited to, unit prices; extensions; summations; the total bid amount; 19 signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; 20 the bidder's name, address, telephone number, and signature; the bidder's 21 UDBE/DBE/MMBE commitment, if applicable; a State of Washington Contractor's 22 Registration Number; and a Business License Number, if applicable. Bids shall be 23 completed by typing or shall be printed in ink by hand, preferably in black ink. The required 24 certifications are included as part of the Proposal Form. 25 26 The Contracting Agency reserves the right to arrange the proposal forms with alternates and 27 additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all 28 alternates and additives set forth in the Proposal Form unless otherwise specified. 29 30 31 32 1-02.6 Preparation of Proposal 33 (July 11, 2018 APWA GSP) 34 35 Supplement the second paragraph with the following: 36 4. If a minimum bid amount has been established for any item, the unit or lump sum price 37 must equal or exceed the minimum amount stated. 38 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed 39 by the signer of the bid. 40 41 Delete the last two paragraphs, and replace them with the following: 42 43 If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 44 Subcontractor to perform those items of work. 45 46 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 47 Compliance form, provided by the Contracting Agency. Failure to return this certification as 48 part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. 49 A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. SP 5 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 2 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 3 4 A bid by a corporation shall be executed in the corporate name, by the president or a vice 5 president (or other corporate officer accompanied by evidence of authority to sign). 6 7 A bid by a partnership shall be executed in the partnership name, and signed by a partner. A 8 copy of the partnership agreement shall be submitted with the Bid Form if any UDBE 9 requirements are to be satisfied through such an agreement. 10 11 A bid by a joint venture shall be executed in the joint venture name and signed by a member 12 of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid 13 Form if any UDBE requirements are to be satisfied through such an agreement. 14 15 16 1-02.7 Bid Deposit 17 (March 8, 2013 APWA GSP) 18 19 Supplement this section with the following: 20 21 Bid bonds shall contain the following: 22 1. Contracting Agency -assigned number for the project; 23 2. Name of the project; 24 3. The Contracting Agency named as obligee; 25 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 26 represents five percent of the maximum bid amount that could be awarded; 27 5. Signature of the bidder's officer empowered to sign official statements. The signature of 28 the person authorized to submit the bid should agree With the signature on the bond, and 29 the title of the person must accompany the said signature; 30 6. The signature of the surety's officer empowered to sign the bond and the power of 31 attorney. 32 33 If so stated in the Contract Provisions, bidder must use the bond form included in the 34 Contract Provisions. 35 36 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 37 38 39 1-02.9 Delivery of Proposal 40 (May 17, 2018 APWA GSP, Option A) 41 42 Delete this section and replace it with the following: 43 44 Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project 45 Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 46 otherwise required in the Bid Documents, to ensure proper handling and delivery. 47 SP 6 of s2 CITY OF PASCO PROJECT #: CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 To be considered responsive on a FHWA-funded project, the Bidder may be required to 2 submit the following items, as required by Section 1-02.6: 3 4 a UDBE Written Confirmation Document from each UDBE firm listed on the Bidder's 5 completed UDBE Utilization Certification (WSDOT 272-056U) 6 0 Good Faith Effort (GFE) Documentation 7 8 These documents, if applicable, shall be received either with the Bid Proposal or as a 9 supplement to the Bid. These documents shall be received no later than 24 hours (not 10 including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. 11 12 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 13 envelope labeled the same as for the Proposal, with "Supplemental Information" added. All 14 other information required to be submitted with the Bid Proposal must be submitted with the 15 Bid Proposal itself, at the time stated in the Call for Bids. 16 17 The Contracting Agency will not open or consider any Bid Proposal that is received after the 18 time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other 19 than that specified in the Call for Bids. The Contracting Agency will not open or consider 20 any "Supplemental Information" (UDBE confirmations, or GFE documentation) that is 21 received after the time specified above, or received in a location other than that specified in 22 the Call for Bids. 23 24 25 1-02.10 Withdrawing, Revising, or Supplementing Proposal 26 (July 23, 2095 APWA GSP) 27 28 Delete this section, and replace it with the following: 29 30 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 31 withdraw, revise, or supplement it if: 32 33 1. The Bidder submits a written request signed by an authorized person and 34 physically delivers it to the place designated for receipt of Bid Proposals, and 35 2. The Contracting Agency receives the request before the time set for receipt of Bid 36 Proposals, and 37 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting 38 Agency before the time set for receipt of Bid Proposals. 39 40 If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received 41 before the time set for receipt of Bid Proposals, the Contracting Agency will return the 42 unopened Proposal package to the Bidder. The Bidder must then submit the revised or 43 supplemented package in its entirety. If the Bidder does not submit a revised or 44 supplemented package, then its bid shall be considered withdrawn. 45 46 Late revised or supplemented Bid Proposals or late withdrawal requests will be date 47 recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed 48 requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 49 SP 70f62 CITY OF PASCO PROJECT #: CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 1-02.13 Irregular Proposals 2 (June 20, 2017 APWA GSP) 3 4 Delete this section and replace it with the following: 5 6 1, A Proposal will be considered irregular and will be rejected if - 7 a. The Bidder is not prequalified when so required; 8 b. The authorized Proposal form furnished by the Contracting Agency is not used or 9 is altered; 10 C. The completed Proposal form contains any unauthorized additions, deletions, 11 alternate Bids, or conditions; 12 d. The Bidder adds provisions reserving the right to reject or accept the award, or 13 enter into the Contract; 14 e. A price per unit cannot be determined from the Bid Proposal; 15 f. The Proposal form is not properly executed; 16 g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, 17 as required in Section 1-02.6; 18 h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged 19 Business Enterprise Certification, if applicable, as required in Section 1-02.6; 20 i. The Bidder fails to submit written confirmation from each UDBE firm listed on the 21 Bidder's completed UDBE Utilization Certification that they are in agreement with 22 the bidder's UDBE participation commitment, if applicable, as required in Section 23 1-02.6, or if the written confirmation that is submitted fails to meet the 24 requirements of the Special Provisions; 25 j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, 26 as required in Section 1-02.6, or if the documentation that is submitted fails to 27 demonstrate that a Good Faith Effort to meet the Condition of Award was made; 28 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 29 material terms of the Bid invitation; or 30 L More than one Proposal is submitted for the same project from a Bidder under 31 the same or different names. 32 33 2. A Proposal may be considered irregular and may be rejected if: 34 a. The Proposal does not include a unit price for every Bid item; 35 b. Any of the unit prices are excessively unbalanced (either above or below the 36 amount of a reasonable Bid) to the potential detriment of the Contracting Agency; 37 G. Receipt of Addenda is not acknowledged; 38 d. A member of a joint venture or partnership and the joint venture or partnership 39 submit Proposals for the same project (in such an instance, both Bids may be 40 rejected); or 41 e. If Proposal form entries are not made in ink. 42 43 44 1-02.14 Disqualification of Bidders 45 (May 17, 2018 APWA GSP, Option A) 46 47 Delete this section and replace it with the following - 48 49 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 50 responsibility criteria in RCW 39.04.350(1), as amended. 51 SP sof62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility 2 criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency 3 reserves the right to request documentation as needed from the Bidder and third parties 4 concerning the Bidder's compliance with the mandatory bidder responsibility criteria. 5 6 If the Contracting Agency determines the Bidder does not meet the mandatory bidder 7 responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the 8 Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. 9 If the Bidder disagrees with this determination, it may appeal the determination within two 10 (2) business days of the Contracting Agency's determination by presenting its appeal and 11 any additional information to the Contracting Agency. The Contracting Agency will consider 12 the appeal and any additional information before issuing its final determination. If the final 13 determination affirms that the Bidder is not responsible, the Contracting Agency will not 14 execute a contract with any other Bidder until at least two business days after the Bidder 15 determined to be not responsible has received the Contracting Agency's final determination. 16 17 18 1-02.15 Pre Award Information 19 (August 14, 2013 APWA GSP) 20 21 Revise this section to read: 22 23 Before awarding any contract, the Contracting Agency may require one or more of these 24 items or actions of the apparent lowest responsible bidder: 25 1. A complete statement of the origin, composition, and manufacture of any or all materials 26 to be used, 27 2. Samples of these materials for quality and fitness tests, 28 3. A progress schedule (in a form the Contracting Agency requires) showing the order of 29 and time required for the various phases of the work, 30 4. A breakdown of costs assigned to any bid item, 31 5. Attendance at a conference with the Engineer or representatives of the Engineer, 32 6. Obtain, and furnish a copy of, a business license to do business in the city or county 33 where the work is located. 34 7. Any other information or action taken that is deemed necessary to ensure that the bidder 35 is the lowest responsible bidder. 36 37 38 39 1-03.3 Execution of Contract 40 (October 1, 2005 APWA GSP) 41 42 Revise this section to read: 43 44 Copies of the Contract Provisions, including the unsigned Form of Contract, will be available 45 for signature by the successful bidder on the first business day following award. The number 46 of copies to be executed by the Contractor will be determined by the Contracting Agency. 47 48 Within 10 calendar days after the award date, the successful bidder shall return the signed 49 Contracting Agency -prepared contract, an insurance certification as required by Section 1 - SP 9 of 62 CITY OF PASCO PROJECT #. CP7 WP -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of 2 the contract by the Contracting Agency, the successful bidder shall provide any pre -award 3 information the Contracting Agency may require under Section 1-02.15. 4 5 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 6 Agency nor shall any work begin within the project limits or within Contracting Agency - 7 furnished sites. The Contractor shall bear all risks for any work begun outside such areas 8 and for any materials ordered before the contract is executed by the Contracting Agency. 9 10 If the bidder experiences circumstances beyond their control that prevents return of the 11 contract documents within the calendar days after the award date stated above, the 12 Contracting Agency may grant up to a maximum of 5 additional calendar days for return of 13 the documents, provided the Contracting Agency deems the circumstances warrant it. 14 15 16 1-03.4 Contract Bond 17 (July 23, 2015 APWA GSP) 18 19 Delete the first paragraph and replace it with the following: 20 21 The successful bidder shall provide executed payment and performance bond(s) for the full 22 contract amount. The bond may be a combined payment and performance bond; or be 23 separate payment and performance bonds. In the case of separate payment and 24 performance bonds, each shall be for the full contract amount. The bond(s) shall: 25 1. Be on Contracting Agency -furnished form(s); 26 2. Be signed by an approved surety (or sureties) that: 27 a. Is registered with the Washington State Insurance Commissioner, and 28 b. Appears on the current Authorized Insurance List in the State of Washington 29 published by the Office of the Insurance Commissioner, 30 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 31 conditions under the Contract, including but not limited to the duty and obligation to 32 indemnify, defend, and protect the Contracting Agency against all losses and claims 33 related directly or indirectly from any failure: 34 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 35 subcontractors of the Contractor) to faithfully perform and comply with all contract 36 obligations, conditions, and duties, or 37 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 38 Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, 39 material person, or any other person who provides supplies or provisions for carrying 40 out the work; 41 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 42 project under titles 50, 51, and 82 RCW; and 43 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the 44 bond; and 45 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 46 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by 47 the president or vice president, unless accompanied by written proof of the authority of 48 the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, 49 power of attorney, or a letter to such effect signed by the president or vice president). SP 10 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 1-03.7 Judicial Review 2 (November 30, 2018 APWA GSP) 3 4 Revise this section to read: 5 6 Any decision made by the Contracting Agency regarding the Award and execution of the 7 Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted 8 under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the 9 county where the Contracting Agency headguarters is located, provided that where an 10 action is asserted against a county, RCW 36.01.050 shall control venue and iurisdiction. 11 12 13 14 1-04 SCOPE OF WORK 15 16 17 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 18 Specifications, and Addenda 19 (March 13; 2012 APWA GSP) 20 21 Revise the second paragraph to read: 22 23 Any inconsistency in the parts of the contract shall be resolved by following this order of 24 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 25 1. Addenda, 26 2. Proposal Form, 27 3. Special Provisions, 28 4. Contract Plans, 29 5. Amendments to the Standard Specifications, 30 6. Standard Specifications, 31 7. Contracting Agency's Standard Plans or Details if any), and 32 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 33 34 35 36 1-05 CONTROL OF WORK 37 38 1-05.7 Removal of Defective and Unauthorized Work 39 (October 1, 2005 APWA GSP) 40 41 Supplement this section with the following: 42 43 If the Contractor fails to remedy defective or unauthorized work within the time specified in a 44 written notice from the Engineer, or fails to perform any part of the work required by the 45 Contract Documents, the Engineer may correct and remedy such work as may be identified 46 in the written notice, with Contracting Agency forces or by such other means as the 47 Contracting Agency may deem necessary. 48 S P 11 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION SP 12 of 62 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION SP 13 of 62 1 The costs for power, gas, labor, material, supplies, and everything else needed to 2 successfully complete operational testing, shall be included in the unit contract prices 3 related to the system being tested, unless specifically set forth otherwise in the proposal. 4 5 Operational and test periods, when required by the Engineer, shall not affect a 6 manufacturer's guaranties or warranties furnished under the terms of the contract. 7 8 9 Add the following new section: 10 11 1-05.12(1) One -Year Guarantee Period 12 (March 8, 2013 APWA GSP, may not be used on FHWA funded projects) 13 14 The Contractor shall return to the project and repair or replace all defects in 15 workmanship and material discovered Within one year after Final Acceptance of the 16 Work. The Contractor shall start work to remedy any such defects within 7 calendar 17 days of receiving Contracting Agency's written notice of a defect, and shall complete 18 such work within the time stated in the Contracting Agency's notice. In case of an 19 emergency, where damage may result from delay or where loss of services may result, 20 such corrections may be made by the Contracting Agency's own forces or another 21 contractor, in which case the cost of corrections shall be paid by the Contractor. In the 22 event the Contractor does not accomplish corrections within the time specified, the work 23 will be otherwise accomplished and the cost of same shall be paid by the Contractor. 24 When corrections of defects are made, the Contractor shall then be responsible for 25 correcting all defects in workmanship and materials in the corrected work for one year 26 after acceptance of the corrections by Contracting Agency. 27 This guarantee is supplemental to and does not limit or affect the requirements that the 28 Contractor's work comply with the requirements of the Contract or any other legal rights 29 or remedies of the Contracting Agency. 30 31 32 1-05.13 Superintendents, Labor and Equipment of Contractor 33 (August 14, 2013 APWA GSP) 34 35 Delete the sixth and seventh paragraphs of this section. 36 37 1-05.15 Method of Serving Notices 38 (March 25, 2009 APWA GSP) 39 Revise the second paragraph to read: 40 41 All correspondence from the Contractor shall be directed to the Project Engineer. All 42 correspondence from the Contractor constituting any not cation notice of protest, notice of 43 dispute, or other correspondence constituting notification required to be furnished under the 44 Contract must be in 12aRer format hand delivered or sent via mail delive service to the 45 Proiect Engineers office. Electronic copies such as e-mails or electronically delivered 46 copies of correspondence will not constitute such notice and will not comply with the 47 requirements of the Contract. 48 SP 14 of 62 CITY OF PASCO PROJECT #. CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 2 Add the following new section: 3 4 1-05.16 Water and Power 5 (October 1, 2005 APWA GSP) 6 7 The Contractor shall make necessary arrangements, and shall bear the costs for power and 8 water necessary for the performance of the work, unless the contract includes power and 9 water as a pay item. 10 11 1-05.3(1) Project Record Drawings (New Section) 12 13 (******) 14 15 Section 1-05.3(1) is replaced with the following: 16 17 The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear 18 and accurate red-lined field revisions on a daily basis, and within 2 business days after receipt 19 of information that a change in Work has occurred. The Contractor shall not conceal any work 20 until the required information is recorded. 21 22 This Record Drawing set shall be used for this purpose alone, shall be kept separate from other 23 Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be 24 kept on site at the Contractor's field office, and shall be available for review by the Contracting 25 Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting 26 for review. 27 28 The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a 29 single, experienced, and qualified individual. The quality of the Record Drawings, in terms of 30 accuracy, clarity, and completeness, is to be adequate to allow the Contractor's Engineer to 31 modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of 32 Record Drawings for the Contracting Agency without further investigative effort by the 33 Contracting Agency 34 35 The Record Drawing shall document all changes in the Work, both concealed and visible. Items 36 that must be shown on the markups include but are not limited to: 37 38 -Actual dimensions, arrangement, and materials used when different than shown in the Plans. 39 - Changes made by Change Order or Field Order. 40 - Changes made by the Contractor. 41 • Accurate locations of storm sewer, sanitary sewer, water mains and other water 42 appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, 43 landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe 44 invert elevations, top of castings (manholes, inlets, etc.). 45 46 When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance 47 limits include, but are not limited to the following: 48 Vertical Horizontal As-built sanitary & storm invert and grate ± 0.01 foot ± 0.01 foot elevations SP 15 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION As -built monumentation ± 0.001 foot ± 0.001 foot As -built waterlines, inverts, valves, hydrants ± 0.10 foot ± 0.10 foot As -built onds/swales/Water features ± 0.10 foot ± 0.10 foot As -built buildings fin. Floor elev. ± 0.10 foot ± 0.10 foot As -built gas lines, power, TV, Tel, Com± 0.10 foot ± 0.10 foot As -built siqns, signals, etc. N/A ± 0.10 foot 1 2 Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of 3 built condition, and in conformance With the requirement detailed above, the contractor shall 4 submit Record drawings to the contracting agency according to the following: 5 6 7 Preliminary (Paper) Record Drawing Procedures 8 9 1. A licensed Engineer representing the Developer will ensure that all improvements 10 associated with the approved construction plans are obtained and create an accurate 11 as -built topographical representation of the data. 12 2. The data, differing from construction plans, will be incorporated into the preliminary 13 record drawings and the Engineer will adjust the features in the record drawings to 14 match the actual data. All revised and verified elevations for sewer, storm, water, and 15 irrigation will be shown on the record drawings by striking a single line through the 16 design elevations and adding the surveyed uas-built" elevations. Horizontal locations will 17 be indicated by using centerline station and offsets. All revised and verified station and 18 offsets will be shown on the record drawings by striking a single line through the design 19 station and offsets and adding the surveyed station and offsets. The stationing will be 20 based on the approved construction drawings. The Engineer will update both the plan 21 and profile layouts with the revised and verified data. Revised information shall be 22 "clouded" as appropriate to indicate revisions. 23 3. Prior to final walk-through, the Engineer will compile the data and submit two copies of 24 the preliminary (paper) record drawings to the City. The walk-through will not be 25 scheduled until the paper record drawings are received. 26 Preliminary Record Drawing Submittals 27 28 . Two (2) paper copies (22"x34") including all field changes made. 29 • The preliminary record drawing will have all changes from the approved 30 construction drawings clouded. 31 • The preliminary record drawing submittal will include the final field information 32 as -built. 33 Final (Mylar and Electronic) Record Drawing Procedures 34 35 After receiving approval of the preliminary paper record drawing from the City, the 36 developer/designing Engineer will submit the following: 37 38 Final Record Drawing Submittals 39 SP 16 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A-1&01 1800040 SCHUMAN LANE WATERLINE EXTENSION I • One (1) full size Mylar copy of the corrected record drawing. The final record 2 drawing shall be signed and sealed by a licensed Engineer and licensed 3 surveyor. The clouding of changes will be removed before the Mylar is 4 submitted. 5 • One (1) PDF copy of the final record drawing. 6 • One (1) electronic copy of data conforming to the standards set forth by the 7 City of Pasco Geographic Information System (GIS) as part of the Information 8 Services (IS) Department. 9 Contact: Deshawn Robins, GIS Administrator @ 509-543-5750 or 10 robinsd asco-wa.aov. 11 12 Contracting Agency acceptance of the Record drawings is one of the requirements for achieving 13 Physical Completion. 14 15 Payment will be made for the following bid item 16 17 �4Record Drawings Lump Sum (Minimum Bid --) 18 19 Payment for this item Will be made upon submittal and approval of the final Record 20 Drawings sets prepared in conformance with these Special Provisions. 21 22 A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor 23 must bid at least that amount. 24 25 26 1-7 LEGAL RELATION AND RESPONSIBILITIES TO THE PUBLIC 27 28 1-07.1 Laws to be Observed 29 (October 1, 2005 APWA GSP) 30 31 Supplement this section with the following: 32 33 In cases of conflict between different safety regulations, the more stringent regulation shall 34 apply. 35 36 The Washington State Department of Labor and Industries shall be the sole and paramount 37 administrative agency responsible for the administration of the provisions of the Washington 38 Industrial Safety and Health Act of 1973 (WISHA). 39 40 The Contractor shall maintain at the project site office, or other well known place at the 41 project site, all articles necessary for providing first aid to the injured. The Contractor shall 42 establish, publish, and make known to all employees, procedures for ensuring immediate 43 removal to a hospital, or doctor's care, persons, including employees, who may have been 44 injured on the project site. Employees should not be permitted to work on the project site SP 17 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 before the Contractor has established and made known procedures for removal of injured 2 persons to a hospital or a doctor's care. 3 4 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 5 Contractor's plant, appliances, and methods, and for any damage or injury resulting from 6 their failure, or improper maintenance, use, or operation. The Contractor shall be solely and 7 completely responsible for the conditions of the project site, including safety for all persons 8 and property in the performance of the work. This requirement shall apply continuously, and 9 not be limited to normal working hours. The required or implied duty of the Engineer to 10 conduct construction review of the Contractor's performance does not, and shall not, be 11 intended to include review and adequacy of the Contractor's safety measures in, on, or near 12 the project site. 13 14 15 1-07.2 State Taxes 16 17 Delete this section, including its sub-sections, in its entirety and replace it with the following: 18 19 1-07.2 State Sales Tax 20 (June 27, 2011 APWA GSP) 21 22 The Washington State Department of Revenue has issued special rules on the State sales 23 tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor 24 should contact the Washington State Department of Revenue for answers to questions in 25 this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid 26 on a misunderstood tax liability. 27 28 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract 29 amounts. In some cases, however, state retail sales tax will not be included. Section 1- 30 07.2(2) describes this exception. 31 32 The Contracting Agency will pay the retained percentage (or release the Contract Bond if a 33 FHWA-funded Project) only if the Contractor has obtained from the Washington State 34 Department of Revenue a certificate showing that all contract-related taxes have been paid 35 (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor 36 any amount the Contractor may owe the Washington State Department of Revenue, 37 whether the amount owed relates to this contract or not. Any amount so deducted will be 38 paid into the proper State fund. 39 40 1-07.2(1) State Sales Tax — Rule 171 41 42 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 43 roads, etc., which are owned by a municipal corporation, or political subdivision of the state, 44 or by the United States, and which are used primarily for foot or vehicular traffic. This 45 includes storm or combined sewer systems within and included as a part of the street or 46 road drainage system and power lines when such are part of the roadway lighting system. 47 For work performed in such cases, the Contractor shall include Washington State Retail 48 Sales Taxes in the various unit bid item prices, or other contract amounts, including those 49 that the Contractor pays on the purchase of the materials, equipment, or supplies used or 50 consumed in doing the work. 51 SP 18 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 1-07.2(2) State Sales Tax — Rule 170 2 3 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 4 existing buildings, or other structures, upon real property. This includes, but is not limited to, 5 the construction of streets, roads, highways, etc., owned by the state of Washington; water 6 mains and their appurtenances; sanitary sewers and sewage disposal systems unless such 7 sewers and disposal systems are within, and a part of, a street or road drainage system; 8 telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above 9 streets or roads, unless such power lines become a part of a street or road lighting system; 10 and installing or attaching of any article of tangible personal property in or to real property, 11 whether or not such personal property becomes a part of the realty by virtue of installation. 12 13 For work performed in such cases, the Contractor shall collect from the Contracting Agency, 14 retail sales tax on the full contract price. The Contracting Agency will automatically add this 15 sales tax to each payment to the Contractor. For this reason, the Contractor shall not 16 include the retail sales tax in the unit bid item prices, or in any other contract amount subject 17 to Rule 170, with the following exception. 18 19 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or 20 a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 21 consumable supplies not integrated into the project. Such sales taxes shall be included in 22 the unit bid item prices or in any other contract amount. 23 24 1-07.2(3) Services 25 26 The Contractor shall not collect retail sales tax from the Contracting Agency on any contract 27 wholly for professional or other services (as defined in Washington State Department of 28 Revenue Rules 138 and 244). 29 30 31 1-07.18 Public Liability and Property Damage Insurance 32 33 Delete this section in its entirety, and replace it with the following: 34 35 1-07.18 Insurance 36 (January 4, 2016 APWA GSP) 37 38 1-07.18(1) General Requirements 39 A. The Contractor shall procure and maintain the insurance described in all subsections of 40 section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of 41 not less than A-: VII and licensed to do business in the State of Washington. The 42 Contracting Agency reserves the right to approve or reject the insurance provided, based on 43 the insurer's financial condition. 44 45 B. The Contractor shall keep this insurance in force without interruption from the 46 commencement of the Contractor's Work through the term of the Contract and for thirty (30) 47 days after the Physical Completion date, unless otherwise indicated below. 48 49 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 50 subsequent renewals, shall be no later than the effective date of this Contract. The policy 51 shall state that coverage is claims made, and state the retroactive date. Claims -made form SP 190f62 CITY OF PASCO PROJECT #: CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I coverage shall be maintained by the Contractor for a minimum of 36 months following the 2 Completion Date or earlier termination of this Contract, and the Contractor shall annually 3 provide the Contracting Agency with proof of renewal. If renewal of the claims made form of 4 coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase 5 an extended reporting period ("tail") or execute another form of guarantee acceptable to the 6 Contracting Agency to assure financial responsibility for liability for services performed. 7 8 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella 9 Liability insurance policies shall be primary and non-contributory insurance as respects the 10 Contracting Agency's insurance, self-insurance, or self-insured pool coverage. Any 11 insurance, self-insurance, or self-insured pool coverage maintained by the Contracting 12 Agency shall be excess of the Contractor's insurance and shall not contribute with it. 13 14 E. The Contractor shall provide the Contracting Agency and all additional insureds with written 15 notice of any policy cancellation, within two business days of their receipt of such notice. 16 17 F. The Contractor shall not begin work under the Contract until the required insurance has 18 been obtained and approved by the Contracting Agency 19 20 G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a 21 material breach of contract, upon which the Contracting Agency may, after giving five 22 business days' notice to the Contractor to correct the breach, immediately terminate the 23 Contract or, at its discretion, procure or renew such insurance and pay any and all premiums 24 in connection therewith, with any sums so expended to be repaid to the Contracting Agency 25 on demand, or at the sole discretion of the Contracting Agency, offset against funds due the 26 Contractor from the Contracting Agency. 27 28 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of 29 the Contract and no additional payment will be made. 30 31 1-07.18(2) Additional Insured 32 33 All insurance policies, with the exception of Workers Compensation, and of Professional Liability 34 and Builder's Risk (if required by this Contract) shall name the following listed entities as 35 additional insured(s) using the forms or endorsements required herein: 36 the Contracting Agency and its officers, elected officials, employees, agents, and 37 volunteers 38 39 The above -listed entities shall be additional insured(s) for the full available limits of liability 40 maintained by the Contractor, irrespective of whether such limits maintained by the Contractor 41 are greater than those required by this Contract, and irrespective of whether the Certificate of 42 Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those 43 maintained by the Contractor. 44 45 For Commercial General Liability insurance coverage, the required additional insured 46 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations 47 and CG 20 37 10 01 for completed operations. 48 49 1-07.18(3) Subcontractors 50 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that 51 complies with all applicable requirements of the Contractor -provided insurance as set forth SP 20 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 herein, except the Contractor shall have sole responsibility for determining the limits of coverage 2 required to be obtained by Subcontractors. 3 4 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 5 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that 6 section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 7 01 for ongoing operations and CG 20 3710 01 for completed operations. 8 9 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 10 Agency evidence of insurance and copies of the additional insured endorsements of each 11 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 12 13 1-07.18(4) Verification of Coverage 14 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 15 endorsements for each policy of insurance meeting the requirements set forth herein when the 16 Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand 17 such verification of coverage with these insurance requirements or failure of Contracting Agency 18 to identify a deficiency from the insurance documentation provided shall not be construed as a 19 waiver of Contractor's obligation to maintain such insurance. 20 21 Verification of coverage shall include: 22 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 23 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 24 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit 25 a copy of any blanket additional insured clause from its policies instead of a separate 26 endorsement. 27 3. Any other amendatory endorsements to show the coverage required herein. 28 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these 29 requirements — actual endorsements must be submitted. 30 31 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 32 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required 33 on this Project, a full and certified copy of that policy is required when the Contractor delivers 34 the signed Contract for the work. 35 36 1-07.18(5) Coverages and Limits 37 38 The insurance shall provide the minimum coverages and limits set forth below. Contractor's 39 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 40 construed to limit the liability of the Contractor to the coverage provided by such insurance, or 41 otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. 42 43 All deductibles and self-insured retentions must be disclosed and are subject to approval by the 44 Contracting Agency. The cost of any claim payments falling within the deductible or self-insured 45 retention shall be the responsibility of the Contractor. In the event an additional insured incurs a 46 liability subject to any policy's deductibles or self-insured retention, said deductibles or self - 47 insured retention shall be the responsibility of the Contractor. 48 49 1-07.18(5)A Commercial General Liability S P 21 of 62 CITY OF PASCO PROJECT #. CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I Commercial General Liability insurance shall be written on coverage forms at least as broad as 2 ISO occurrence form CG 00 01, including but not limited to liability arising from premises, 3 operations, stop gap liability, independent contractors, products -completed operations, personal 4 and advertising injury, and liability assumed under an insured contract. There shall be no 5 exclusion for liability arising from explosion, collapse or underground property damage. 6 7 The Commercial General Liability insurance shall be endorsed to provide a per project general 8 aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 9 10 Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's 11 completed operations for at least three years following Substantial Completion of the Work. 12 13 Such policy must provide the following minimum limits: 14 $1,000,000 Each Occurrence 15 $2,000,000 General Aggregate 16 $2,000,000 Products & Completed Operations Aggregate 17 $1,000,000 Personal & Advertising Injury each offence 18 $1,000,000 Stop Gap / Employers' Liability each accident 19 20 1-07.18(5)6 Automobile Liability 21 22 Automobile Liability shall cover owned, non -owned, hired, and leased vehicles; and shall be 23 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 24 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 25 endorsements. 26 27 Such policy must provide the following minimum limit. 28 $1,000,000 Combined single limit each accident 29 30 31 1-07.18(5)C Workers' Compensation 32 33 The Contractor shall comply with Workers' Compensation coverage as required by the Industrial 34 Insurance laws of the State of Washington. 35 36 1-07.24 Rights of Way 37 (July 23, 2015 APWA GSP) 38 39 Delete this section and replace it with the following: 40 41 Street Right of Way lines, limits of easements, and limits of construction permits are 42 indicated in the Plans. The Contractor's construction activities shall be confined within these 43 limits, unless arrangements for use of private property are made. 44 45 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way 46 and easements, both permanent and temporary, necessary for carrying out the work. 47 Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's 48 attention by a duly issued Addendum. 49 SP 22 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 Whenever any of the work is accomplished on or through property other than public Right of 2 Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement 3 agreement obtained by the Contracting Agency from the owner of the private property. 4 Copies of the easement agreements may be included in the Contract Provisions or made 5 available to the Contractor as soon as practical after they have been obtained by the 6 Engineer. 7 8 Whenever easements or rights of entry have not been acquired prior to advertising, these 9 areas are so noted in the Plans. The Contractor shall not proceed with any portion of the 10 work in areas where right of way, easements or rights of entry have not been acquired until 11 the Engineer certifies to the Contractor that the right of way or easement is available or that 12 the right of entry has been received. If the Contractor is delayed due to acts of omission on 13 the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the 14 Contractor will be entitled to an extension of time. The Contractor agrees that such delay 15 shall not be a breach of contract. 16 17 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This 18 includes entry onto easements and private property where private improvements must be 19 adjusted. 20 21 The Contractor shall be responsible for providing, without expense or liability to the 22 Contracting Agency, any additional land and access thereto that the Contractor may desire 23 for temporary construction facilities, storage of materials, or other Contractor needs. 24 However, before using any private property, whether adjoining the work or not, the 25 Contractor shall file with the Engineer a written permission of the private property owner, 26 and, upon vacating the premises, a written release from the property owner of each property 27 disturbed or otherwise interfered with by reasons of construction pursued under this 28 contract. The statement shall be signed by the private property owner, or proper authority 29 acting for the owner of the private property affected, stating that permission has been 30 granted to use the property and all necessary permits have been obtained or, in the case of 31 a release, that the restoration of the property has been satisfactorily accomplished. The 32 statement shall include the parcel number, address, and date of signature. Written releases 33 must be filed with the Engineer before the Completion Date will be established. 34 35 36 1-08 PROSECUTION AND PROGRESS 37 38 Add the following new section: 39 40 1-08.0 Preliminary Matters 41 (May 25, 2006 APWA GSP) 42 43 Add the following new section: 44 45 1-08.0(1) Preconstruction Conference 46 (October 10, 2008 APWA GSP) 47 SP 23 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-1 8-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I Prior to the Contractor beginning the work, a preconstruction conference will be held 2 between the Contractor, the Engineer and such other interested parties as may be invited. 3 The purpose of the preconstruction conference will be: 4 1. To review the initial progress schedule; 5 2. To establish a working understanding among the various parties associated or affected 6 by the work; 7 3. To establish and review procedures for progress payment, notifications, approvals, 8 submittals, etc.; 9 4. To establish normal working hours for the work; 10 5. To review safety standards and traffic control; and 11 6. To discuss such other related items as may be pertinent to the work. 12 13 The Contractor shall prepare and submit at the preconstruction conference the following: 14 1. A breakdown of all lump sum items; 15 2. A preliminary schedule of working drawing submittals; and 16 3. A list of material sources for approval if applicable. 17 18 19 Add the following new section: 20 21 1-08.0(2) Hours of Work 22 (December 8, 2014 APWA GSP) 23 24 Except in the case of emergency or unless otherwise approved by the Engineer, the normal 25 working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. 26 and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires 27 different than the normal working hours stated above, the request must be submitted in 28 writing prior to the preconstruction conference, subject to the provisions below. The working 29 hours for the Contract shall be established at or prior to the preconstruction conference. 30 31 All working hours and days are also subject to local permit and ordinance conditions (such 32 as noise ordinances). 33 34 If the Contractor wishes to deviate from the established working hours, the Contractor shall 35 submit a written request to the Engineer for consideration. This request shall state what 36 hours are being requested, and why. Requests shall be submitted for review no later than.1 37 week prior to the day(s) the Contractor is requesting to change the hours. 38 39 If the Contracting Agency approves such a deviation, such approval may be subject to 40 certain other conditions, which will be detailed in writing. For example: 41 1. On non -Federal aid projects, requiring the Contractor to reimburse the Contracting 42 Agency for the costs in excess of straight -time costs for Contracting Agency 43 representatives who worked during such times. (The Engineer may require 44 designated representatives to be present during the work. Representatives who may 45 be deemed necessary by the Engineer include, but are not limited to: survey crews; 46 personnel from the Contracting Agency's material testing lab; inspectors; and other 47 Contracting Agency employees or third party consultants when, in the opinion of the 48 Engineer, such work necessitates their presence.) SP 24 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 2. Considering the work performed on Saturdays, Sundays, and holidays as working 2 days with regard to the contract time. 3 3. Considering multiple work shifts as multiple working days With respect to contract 4 time even though the multiple shifts occur in a single 24-hour period. 5 4. If a 4-10 work schedule is requested and approved the non working day for the week 6 will be charged as a working day. 7 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and 8 recorded properly on certified payroll 9 10 11 1-08.1 Subcontracting 12 (November 30, 2018 APWA GSP, Option B) 13 14 Delete the eighth paragraph. 15 16 1-08.4 Prosecution of Work 17 18 Delete this section and replace it with the following: 19 20 1-08.4 Notice to Proceed and Prosecution of Work 21 (July 23, 2015 APWA GSP) 22 23 Notice to Proceed will be given after the contract has been executed and the contract bond 24 and evidence of insurance have been approved and filed by the Contracting Agency. The 25 Contractor shall not commence with the work until the Notice to Proceed has been given by 26 the Engineer. The Contractor shall commence construction activities on the project site 27 within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The 28 Contractor shall diligently pursue the work to the physical completion date within the time 29 specked in the contract. Voluntary shutdown or slowing of operations by the Contractor 30 shall not relieve the Contractor of the responsibility to complete the work within the time(s) 31 specified in the contract. 32 33 When shown in the Plans, the first order of work shall be the installation of high visibility 34 fencing to delineate all areas for protection or restoration, as described in the Contract. 35 Installation of high visibility fencing adjacent to the roadway shall occur after the placement 36 of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon 37 construction of the fencing, the Contractor shall request the Engineer to inspect the fence. 38 No other work shall be performed on the site until the Contracting Agency has accepted the 39 installation of high visibility fencing, as described in the Contract. 40 41 42 1-08.9 Liquidated Damages 43 (August 14, 2013 APWA GSP) 44 45 Revise the fourth paragraph to read: 46 47 When the Contract Work has progressed to Substantial Completion as defined in the 48 Contract, the Engineer may determine that the work is Substantially Complete. The 49 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 50 overruns in Contract time occurring after the date so established, the formula for liquidated S P 25 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I damages shown above will not apply. For overruns in Contract time occurring after the 2 Substantial Completion Date, liquidated damages shall be assessed on the basis of direct 3 engineering and related costs assignable to the project until the actual Physical Completion 4 Date of all the Contract Work. The Contractor shall complete the remaining Work as 5 promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a 6 written schedule for completing the physical Work on the Contract. 7 8 9 1-09 MEASUREMENT AND PAYMENT 10 11 1-09.2(5) Measurement 12 (May 2, 2017 APWA GSP) 13 14 Revise the first paragraph to read: 15 16 Scale Verification Checks –At the Engineer's discretion, the Engineer maye�rform 17 verification checks on the accuracy of each batch, hopper, or platform scale used in 18 weighing contract items of Work. 19 20 1-09.9 Payments 21 (March 13, 2012 APWA GSP) 22 23 Delete the first four paragraphs and replace them with the following: 24 25 The basis of payment will be the actual quantities of Work performed according to the 26 Contract and as specified for payment 27 28 The Contractor shall submit a breakdown of the cost of lump sum bid items at the 29 Preconstruction Conference, to enable the Project Engineer to determine the Work 30 performed on a monthly basis. A breakdown is not required for lump sum items that include 31 a basis for incremental payments as part of the respective Specification. Absent a lump 32 sum breakdown, the Project Engineer will make a determination based on information 33 available. The Project Engineer's determination of the cost of work shall be final. 34 35 Progress payments for completed work and material on hand will be based upon progress 36 estimates prepared by the Engineer. A progress estimate cutoff date will be established at 37 the preconstruction conference. 38 39 The initial progress estimate will be made not later than 30 days after the Contractor 40 commences the work, and successive progress estimates will be made every month 41 thereafter until the Completion Date. Progress estimates made during progress of the work 42 are tentative, and made only for the purpose of determining progress payments. The 43 progress estimates are subject to change at any time prior to the calculation of the final 44 payment. 45 46 The value of the progress estimate will be the sum of the following: 47 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 48 work completed multiplied by the unit price. SP 26 of 62 CITY OF PASCO PROJECT #: CP7-Wr-9A-18-01 1800040 SCHMAN LANE WATERLINE EXTENSION 1 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum 2 breakdown for that item, or absent such a breakdown, based on the Engineer's 3 determination. 4 3. Materials on Hand —100 percent of invoiced cost of material delivered to Job site or 5 other storage area approved by the Engineer. 6 4. Change Orders — entitlement for approved extra cost or completed extra work as 7 determined by the Engineer. 8 9 Progress payments will be made in accordance with the progress estimate less: 10 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 11 2. The amount of progress payments previously made; and 12 3. Funds withheld by the Contracting Agency for disbursement in accordance with the 13 Contract Documents. 14 15 Progress payments for work performed shall not be evidence of acceptable performance or 16 an admission by the Contracting Agency that any work has been satisfactorily completed. 17 The determination of payments under the contract will be final in accordance with Section 18 1-05.1. 19 20 21 1-09.11(3) Time Limitation and Jurisdiction 22 (November 30, 2018 APWA GSP) 23 24 Revise this section to read: 25 26 For the convenience of the parties to the Contract it is mutually agreed by the parties that 27 any claims or causes of action which the Contractor has against the Contracting Agency 28 arising from the Contract shall be brought within 180 calendar days from the date of final 29 acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further 30 agreed that any such claims or causes of action shall be brought only in the Superior Court 31 of the county where the Contracting Agency headquarters is located, provided that where 32 an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 33 The parties understand and agree that the Contractor's failure to bring suit within the time 34 period provided, shall be a complete bar to any such claims or causes of action. It is further 35 mutually agreed by the parties that when any claims or causes of action which the 36 Contractor asserts against the Contracting Agency arising from the Contract are filed with 37 the Contracting Agency or initiated in court, the Contractor shall permit the Contracting 38 Agency to have timely access to any records deemed necessary by the Contracting Agency 39 to assist in evaluating the claims or action. 40 41 42 1-09.13(3) Claims $250,000 or Less 43 (October 1, 2005 APWA GSP) 44 45 Delete this section and replace it with the following: 46 47 The Contractor and the Contracting Agency mutually agree that those claims that total 48 $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by SP 27 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-0 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 nonbinding ADR processes, shall be resolved through litigation unless the parties mutually 2 agree in writing to resolve the claim through binding arbitration. 3 4 5 1-10 TEMPORARY TRAFFIC CONTROL 6 7 1-10.1 General 8 9 Supplement Section 1-10.1 with the following: 10 11 Schuman Lane shall remain open to traffic for the duration of the project. 12 Schuman Lane may be closed for two days for pipe connection and pavement during working 13 hours only. 14 The contractor should inform the Contracting Agency and the Schuman lane residents before 2 15 working days of closing. 16 17 18 1-10.2 TRAFFIC CONTROL MANAGEMENT 19 20 1-10.2(1) GENERAL 21 22 Supplement section 1-10.2(1) with the following: 23 24 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the 25 State of Washington. The Traffic Control Supervisor shall be certified by one of the 26 following-, 27 28 The Northwest Laborers—Employers Training Trust 29 27055 Ohio Ave. 30 Kingston, WA 98346 31 (360)297_3035 32 33 Evergreen Safety Council 34 12545 135th Ave. NE 35 Kirkland, WA 98034 8709 36 1 800 521 0778 37 38 The American Traffic Safety Services Association 39 15 Riverside Parkway, Suite 100 40 Fredericksburg, Virginia 22406_1022 41 Training Dept. Tall Free (877) 6424637 42 Phone: (540) 368_1701 43 44 In the third paragraph, the first two sentences are revised to read: 45 46 The primary and alternate TCS shall be certified by one of the organizations listed in the 47 Special Provisions. Possession of a current Washington State TCS card and flagging card by 48 the primary and alternate TCS is mandatory. 49 50 SP 26 of 62 CITY OF PASCO PROJECT M CP7-WT-9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 DIVISION 2 2 3 EARTHWORK 4 5 2-02 Removal of Structures and Obstructions 6 7 2-02.1 Description 8 9 10 Section 2-02.1 is supplemented with the following: 11 12 The work shall include the removal of all pavement, 8° DI pipe, DI 8 in. 450 Elbow with 13 Thrust Block, DI 8" x 8" x 6" Tee with Thrust block, DI 8° Valve, chain link fence, signs 14 and other items indicated on the construction plans and as required to complete the 15 work. The work shall also include all necessary saw cutting of existing asphalt and 16 concrete pavements. 17 18 2-09 STRUCTURE EXCAVATION 19 20 2-09.1 Description 21****� 22 23 Section 2-09.1 is supplemented with the following: 24 25 The work shall include all necessary trench shoring and safety measures necessary for 26 the installation of the proposed water mains as shown in the contract documents. 27 28 2-09.4 Measurement 29****� 30 32 Section 2-09.4 is supplemented with the following: 33 Measurement for Trench Excavation Safety Systems will be per lineal foot for 34 measurement along all 6 -in., 8 -in., ductile iron water mains. 35 36 37 38 2-09.5 Payment 39****� 40 41 Section 2-09.5 is supplemented with the following: 42 43 "Trench Excavation Safety Systems", per lineal foot. 44 45 The unit price bid for Trench Excavation Safety Systems per lineal foot shall include all 46 costs for Pavement sawcutting, labor, materials, and equipment required to provide 47 sheeting, shoring, and bracing of trenches and open excavations as required to meet the 48 Washington Industrial Safety and Health Act, Chapter 49.17 RCW and Section 02250. 49 These costs shall not be considered incidental to any other bid item. 50 51 SP 29 of 62 CITY OF PASCO PROJECT #_ CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 DIVISION 5 2 3 SURFACE TREATMENT AND PAVEMENT 4 5 5-04 Hot Mix Asphalt 6 (July 18, 2018 APWA GSP) 7 8 Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 9 10 5-04.1 Description 11 This Work shall consist of providing and placing one or more layers of plant -mixed hot mix 12 asphalt (HMA) on a prepared foundation or base in accordance with these Specifications 13 and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The 14 manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with 15 these Specifications. WMA processes include organic additives, chemical additives, and 16 foaming. 17 18 HMA shall be composed of asphalt binder and mineral materials as may be required, mixed 19 in the proportions specified to provide a homogeneous, stable, and workable mixture. 20 21 5-04.2 Materials 22 Materials shall meet the requirements of the following sections: 23 Asphalt Binder 9-02.1(4) 24 Cationic Emulsified Asphalt 9-02.1(6) 25 Anti -Stripping Additive 9-02.4 26 HMA Additive 9-02.5 27 Aggregates 9-03.8 28 Recycled Asphalt Pavement 9-03.8(3)B 29 Mineral Filler 9-03.8(5) 30 Recycled Material 9-03.21 31 Portland Cement 9-01 32 Sand 9-03.1(2) 33 (As noted in 5-04.3(5)C for crack sealing) 34 Joint Sealant 9-04.2 35 Foam Backer Rod 9-04,2(3)A 36 The Contract documents may establish that the various mineral materials required for the 37 manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the 38 documents do not establish the furnishing of any of these mineral materials by the 39 Contracting Agency, the Contractor shall be required to furnish such materials in the 40 amounts required for the designated mix. Mineral materials include coarse and fine 41 aggregates, and mineral filler. 42 43 The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of 44 HMA. The RAP may be from pavements removed under the Contract, if any, or pavement 45 material from an existing stockpile. SP 30 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 2 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional 3 sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one 4 sample for every 1,000 tons produced and not less than ten samples per project. The 5 asphalt content and gradation test data shall be reported to the Contracting Agency when 6 submitting the mix design for approval on the QPL. The Contractor shall include the RAP as 7 part of the mix design as defined in these Specifications. 8 9 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder 10 from different sources is not permitted. 11 12 The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA 13 with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the 14 Engineer for approval the process that is proposed and how it will be used in the 15 manufacture of HMA. 16 17 Production of aggregates shall comply with the requirements of Section 3-01. 18 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates 19 from stockpiles shall comply with the requirements of Section 3-02. 20 21 5-04.2(1) How to Get an HMA Mix Design on the QPL 22 If the contractor wishes to submit a mix design for inclusion in the Qualified Products List 23 (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 24 25 26 5-04.2(1)A Vacant 27 28 5-04.2(2) Mix Design — Obtaining Project Approval 29 No paving shall begin prior to the approval of the mix design by the Engineer. 30 31 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in 32 the contract documents. 33 34 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in 35 the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, 36 prelevel, and pavement repair. Other nonstructural applications of HMA accepted by 37 commercial evaluation shall be as approved by the Project Engineer. Sampling and testing 38 of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The 39 Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from 40 the quantities used in the determination of nonstatistical evaluation. 41 42 Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall 43 provide one of the following mix design verification certifications for Contracting Agency 44 review; 45 46 The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of 47 the mix design verification certifications listed below. S P 31 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A-1&01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and 2 certification (stamp & sig -nature) of a valid licensed Washington State Professional 3 Engineer. 4 •• The Mix Design Report for the proposed HMA mix design developed by a qualified 5 City or County laboratory that is within one year of the approval date.** 6 7 The mix design shall be performed by a lab accredited by a national authority such as 8 Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction 9 Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program 10 (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency 11 sample program. 12 13 Mix designs for HMA accepted by Nonstatistical evaluation shall; 14 15 • Have the aggregate structure and asphalt binder content determined in accordance 16 with WSDOT Standard Operating Procedure 732 and meet the requirements of 17 Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the 18 discretion of the Engineer, and 9-03.8(6). 19 • Have anti -strip requirements, if any, for the proposed mix design determined in 20 accordance with AASHTO T 283 or T 324, or based on historic anti -strip and 21 aggregate source compatibility from previous WSDOT lab testing. 22 23 At the discretion of the Engineer, agencies may accept verified mix designs older than 12 24 months from the original verification date with a certification from the Contractor that the 25 materials and sources are the same as those shown on the original mix design. 26 27 Commercial Evaluation Approval of a mix design for `Commercial Evaluation" will be based 28 on a review of the Contractors submittal of WSDOT Form 350-042 (For commercial mixes, 29 AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or 30 from one of the processes allowed by this section. Testing of the HMA by the Contracting 31 Agency for mix design approval is not required. 32 33 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design 34 level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 35 36 5-04.2(2)B Using Warm Mix Asphalt Processes 37 38 The Contractor may elect to use additives that reduce the optimum mixing temperature or 39 serve as a compaction aid for producing HMA. Additives include organic additives, chemical 40 additives and foaming processes. The use of Additives is subject to the following: 41 • Do not use additives that reduce the mixing temperature more than allowed in Section 42 5-04.3(6) in the production of mixtures. 43 • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 44 to describe the proposed additive and process. 45 46 5-04.3 Construction Requirements 47 SP 32 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 5-04.3(7) Weather Limitations 2 3 Do not place HMA for wearing course on any "I raveled Way beginning October 1 st through 4 March 31 st of the following year without written concurrence from the Engineer. 5 6 Do not place HMA on any wet surface, or when the average surface temperatures are less 7 than those specked below, or when weather conditions otherwise prevent the proper 8 handling or finishing of the HMA. 9 10 11 Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55+ 45-F 0.10 to .20 45-F 35-F More than 0.20 35-F 35-F 12 13 5-04.3(2) Paving Under Traffic 14 When the Roadway being paved is open to traffic, the requirements of this Section 15 shall apply. 16 17 The Contractor shall keep intersections open to traffic at all times except when paving the 18 intersection or paving across the intersection. During such time, and provided that there has 19 been an advance warning to the public, the intersection may be closed for the minimum time 20 required to place and compact the mixture. In hot weather, the Engineer may require the 21 application of water to the pavement to accelerate the finish rolling of the pavement and to 22 shorten the time required before reopening to traffic. 23 24 Before closing an intersection, advance warning signs shall be placed and signs shall also 25 be placed marking the detour or alternate route. 26 27 During paving operations, temporary pavement markings shall be maintained throughout the 28 project. Temporary pavement markings shall be installed on the Roadway prior to opening 29 to traffic. Temporary pavement markings shall be in accordance with Section 8-23. 30 31 All costs in connection with performing the Work in accordance with these requirements, 32 except the cost of temporary pavement markings, shall be included in the unit Contract 33 prices for the various Bid items involved in the Contract. 34 35 5-04.3(3) Equipment 36 37 5-04.3(3)A Mixing Plant SP 33 of 62 C'TY OF PASCO PROJECT #. CPT -WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 Plants used for the preparation of HMA shall conform to the following requirements: 2 3 1. Equipment for Preparation of Asphalt Binder — Tanks for the storage of asphalt 4 binder shall be equipped to heat and hold the material at the required temperatures. 5 The heating shall be accomplished by steam coils, electricity, or other approved 6 means so that no flame shall be in contact with the storage tank. The circulating 7 system for the asphalt binder shall be designed to ensure proper and continuous 8 circulation during the operating period. A valve for the purpose of sampling the 9 asphalt binder shall be placed in either the storage tank or in the supply line to the 10 mixer. 11 2. Thermometric Equipment — An armored thermometer, capable of detecting 12 temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder 13 feed line at a location near the charging valve at the mixer unit. The thermometer 14 location shall be convenient and safe for access by Inspectors. The plant shall also 15 be equipped with an approved dial -scale thermometer, a mercury actuated 16 thermometer, an electric pyrometer, or another approved thermometric instrument 17 placed at the discharge chute of the drier to automatically register or indicate the 18 temperature of the heated aggregates. This device shall be in full view of the plant 19 operator. 20 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not exceed 21 the maximum recommended by the asphalt binder manufacturer nor shall it be below 22 the minimum temperature required to maintain the asphalt binder in a homogeneous 23 state. The asphalt binder shall be heated in a manner that Will avoid local variations 24 in heating. The heating method shall provide a continuous supply of asphalt binder to 25 the mixer at a uniform average temperature with no individual variations exceeding 26 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature 27 of the asphalt binder shall not exceed the maximum recommended by the 28 manufacturer of the WMA additive. 29 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped 30 with a mechanical sampler for the sampling of the mineral materials. The mechanical 31 sampler shall meet the requirements of Section 1-05.6 for the crushing and 32 screening operation. The Contractor shall provide for the setup and operation of the 33 field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 34 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the 35 following methods: 36 a. A mechanical sampling device attached to the HMA plant. 37 b. Platforms or devices to enable sampling from the hauling vehicle without 38 entering the hauling vehicle. 39 40 41 5-04.3(3)6 Hauling Equipment 42 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or 43 other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather 44 conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be 46 securely attached to protect the HMA. 47 SP 34 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A 1&01 1800040 SCHUMAN LANE WATERLINE EXTENSION I The contractor shall provide an environmentally benign means to prevent the HMA mixture 2 from adhering to the hauling equipment. Excess release agent shall be drained prior to filling 3 hauling equipment with HMA. Petroleum derivatives or other coating material that 4 contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, 5 the conveyer shall be in operation during the process of applying the release agent. 6 7 5-04.3(3)C Pavers 8 HMA pavers shall be self-contained, power -propelled units, provided with an internally 9 heated vibratory screed and shall be capable of spreading and finishing courses of HMA 10 plant mix material in lane widths required by the paving section shown in the Plans. 11 12 The HMA paver shall be in good condition and shall have the most current equipment 13 available from the manufacturer for the prevention of segregation of the HMA mixture 14 installed, in good condition, and in working order. The equipment certification shall list the 15 make, model, and year of the paver and any equipment that has been retrofitted. 16 17 The screed shall be operated in accordance with the manufacturer's recommendations and 18 shall effectively produce a finished surface of the required evenness and texture without 19 tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer's 20 recommendations shall be provided upon request by the Contracting Agency. Extensions 21 will be allowed provided they produce the same results, including ride, density, and surface 22 texture as obtained by the primary screed. Extensions without augers and an internally 23 heated vibratory screed shall not be used in the Traveled Way. 24 25 When specked in the Contract, reference lines for vertical control will be required. Lines 26 shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal 27 control utilizing the reference line will be permitted. The grade and slope for intermediate 28 lanes shall be controlled automatically from reference lines or by means of a mat 29 referencing device and a slope control device. When the finish of the grade prepared for 30 paving is superior to the established tolerances and when, in the opinion of the Engineer, 31 further improvement to the line, grade, cross-section, and smoothness can best be achieved 32 without the use of the reference line, a mat referencing device may be substituted for the 33 reference line. Substitution of the device will be subject to the continued approval of the 34 Engineer. A joint matcher may be used subject to the approval of the Engineer. The 35 reference line may be removed after the completion of the first course of HMA when 36 approved by the Engineer. Whenever the Engineer determines that any of these methods 37 are failing to provide the necessary vertical control, the reference lines will be reinstalled by 38 the Contractor. 39 40 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and 41 accessories necessary for satisfactory operation of the automatic control equipment. 42 43 If the paving machine in use is not providing the required finish, the Engineer may suspend 44 Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the 45 pavement shall be thoroughly removed before paving proceeds. 46 47 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle S P 35 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 A Material Transfer Device/Vehicle (MTDN) shall only be used with the Engineer's approval, 2 unless other -wise required by the contract. 3 4 Where an MTDN is required by the contract, the Engineer may approve paving without an 5 MTDN, at the request of the Contractor. The Engineer will determine if an equitable 6 adjustment in cost or time is due. 7 8 When used, the MTDN shall mix the HMA after delivery by the hauling equipment and prior 9 to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform 10 temperature throughout the mixture. If a windrow elevator is used, the length of the windrow 11 may be limited in urban areas or through intersections, at the discretion of the Engineer. 12 13 To be approved for use, an MTV: 14 is 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 16 2. Shall not be connected to the hauling vehicle or paver. 17 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 18 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement 19 into the paving machine. 20 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 21 mixture. 22 23 To be approved for use, an MTD: 24 25 1. Shall be positively connected to the paver. 26 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 27 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement 28 into the paving machine. 29 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 30 mixture. 31 32 5-04.3(3)E Rollers 33 Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good 34 condition and capable of reversing without backlash. Operation of the roller shall be in 35 accordance with the manufacturer's recommendations. When ordered by the Engineer for 36 any roller planned for use on the project, the Contractor shall provide a copy of the 37 manufacturer's recommendation for the use of that roller for compaction of HMA. The 38 number and weight of rollers shall be sufficient to compact the mixture in compliance with 39 the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the 40 aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction 41 of the surface, displacement of the mixture or other undesirable results shall not be used. 42 43 5-04.3(4) Preparation of Existing Paved Surfaces 44 When the surface of the existing pavement or old base is irregular, the Contractor shall bring 45 it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. SP 38 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 2 Preleveling of uneven or broken surfaces over which HMA is to be placed may be 3 accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as 4 approved by the Engineer. 5 6 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require 7 the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging 8 across preleveled areas by the compaction equipment. Equipment used for the compaction 9 of preleveling HMA shall be approved by the Engineer. 10 11 Before construction of HMA on an existing paved surface, the entire surface of the 12 pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable 13 matter shall be entirely removed from the existing pavement. All pavements or bituminous 14 surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign 15 matter. All holes and small depressions shall be filled with an appropriate class of HMA. The 16 surface of the patched area shall be leveled and compacted thoroughly. Prior to the 17 application of tack coat, or paving, the condition of the surface shall be approved by the 18 Engineer. 19 20 A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is 21 to be placed or abutted; except that tack coat may be omitted from clean, newly paved 22 surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the 23 existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate 24 between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application 25 shall be approved by the Engineer. A heavy application of tack coat shall be applied to all 26 joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces 27 that will be paved during the same working shift. The spreading equipment shall be 28 equipped with a thermometer to indicate the temperature of the tack coat material. 29 30 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the 31 Contractor's operation damages the tack coat it shall be repaired prior to placement of the 32 HMA. 33 34 The tack coat shall be CSS -1, or CSS -1 h emulsified asphalt. The CSS -1 and CSS -1 h 35 emulsified asphalt may be diluted once with water at a rate not to exceed one part water to 36 one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may 37 be applied uniformly at the specked rate of application and shall not exceed the maximum 38 temperature recommended by the emulsified asphalt manufacturer. 39 40 41 5-04.3(4)A Crack Sealing 42 43 5-04.3(4)A1 General 44 When the Proposal includes a pay item for crack sealing, seal all cracks'/ inch in width and 45 greater. 46 SP 37 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign 2 material when filling with crack sealant material. Use a hot compressed air lance to dry and 3 warm the pavement surfaces within the crack immediately prior to filling a crack with the 4 sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks 5 is not required. 6 7 Sand Slurry: For cracks that are to be filled with sand slung, thoroughly mix the 8 components and pour the mixture into the cracks until full. Add additional CSS -1 cationic 9 emulsified asphalt to the sand slung as needed for workability to ensure the mixture will 10 completely fill the cracks. Strike off the sand slung flush with the existing pavement surface 11 and allow the mixture to cure. Top off cracks that were not completely filled with additional 12 sand slung. Do not place the HMA overlay until the slung has fully cured. 13 14 The sand slurry shall consist of approximately 20 percent CSS -1 emulsified asphalt, 15 approximately 2 percent Portland cement, water (if required), and the remainder clean Class 16 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and 17 then poured into the cracks and joints until full. The following day, any cracks or joints that 18 are not completely filled shall be topped off with additional sand slung. After the sand slurry 19 is placed, the filler shall be struck off flush with the existing pavement surface and allowed to 20 cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements 21 of Section 1-06 will not apply to the Portland cement and sand used in the sand slurry. 22 23 In areas where HMA will be placed, use sand slurry to fill the cracks. 24 25 In areas where HMA will not be placed, fill the cracks as follows: 26 27 1. Cracks'/ inch to 1 inch in width - fill with hot poured sealant. 28 2. Cracks greater than 1 inch in width — fill with sand slurry. 29 30 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material 31 in accordance with these requirements and the manufacturer's recommendations. Furnish a 32 Type 1 Working Drawing of the manufacturer's product information and recommendations to the 33 Engineer prior to the start of work, including the manufacturer's recommended heating time and 34 temperatures, allowable storage time and temperatures after initial heating, allowable reheating 35 criteria, and application temperature range. Confine hot poured sealant material within the 36 crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the 37 Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an 38 excessive amount of material on the pavement surface, stop and correct the operation to 39 eliminate the excess material. 40 41 5-04.3(4)A2 Crack Sealing Areas Prior to Paving 42 In areas where HMA will be placed, use sand slurry to fill the cracks. 43 44 5-04.3(4)A3 Crack Sealing Areas Not to be Paved 45 In areas where HMA will not be placed, fill the cracks as follows: 46 SP 38 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 A. Cracks % inch to 1 inch in width - fill with hot poured sealant. 2 B. Cracks greater than 1 inch in width — fill with sand slung. 3 4 5-04.3(4)B, Vacant 5 6 5-04.3(4)C Pavement Repair 7 The Contractor shall excavate pavement repair areas and shall backfill these with HMA in 8 accordance with the details shown in the Plans and as marked in the field. The Contractor 9 shall conduct the excavation operations in a manner that will protect the pavement that is to 10 remain. Pavement not designated to be removed that is damaged as a result of the 11 Contractor's operations shall be repaired by the Contractor to the satisfaction of the 12 Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within 13 one lane at a time unless approved otherwise by the Engineer. The Contractor shall not 14 excavate more area than can be completely finished during the same shift, unless approved 15 by the Engineer. 16 17 Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 18 1.0 feet. The Engineer will make the final determination of the excavation depth required. 19 The minimum width of any pavement repair area shall be 40 inches unless shown otherwise 20 in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be 21 removed by a pavement grinder. Excavated materials will become the property of the 22 Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or 23 used in accordance with Sections 2-02.3(3) or 9-03.21. 24 25 Asphalt for tack coat shall be required as specked in Section 5-04.3(4). A heavy application 26 of tack coat shall be applied to all surfaces of existing pavement in the pavement repair 27 area. 28 29 Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35 -foot 30 compacted depth. Lifts that exceed 0.35 -foot of compacted depth may be accomplished with 31 the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical 32 tamper or a roller. 33 34 5-04.3(5) Producing/Stockpiling Aggregates and RAP 35 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. 36 Sufficient storage space shall be provided for each size of aggregate and RAP. Materials 37 shall be removed from stockpile(s) in a manner to ensure minimal segregation when being 38 moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall 39 be kept separated until they have been delivered to the HMA plant. 40 41 5-04.3(5)A Vacant 42 43 5-04.3(6) Mixing 44 After the required amount of mineral materials, asphalt binder, recycling agent and anti - 45 stripping additives have been introduced into the mixer the HMA shall be mixed until S P 39 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 complete and uniform coating of the particles and thorough distribution of the asphalt binder 2 throughout the mineral materials is ensured. 3 4 When discharged, the temperature of the HMA shall not exceed the optimum mixing 5 temperature by more than 25°F as shown on the reference mix design report or as approved 6 by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the 7 discharge temperature of the HMA shall not exceed the maximum recommended by the 8 manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at 9 discharge, will be allowed providing the water causes no problems with handling, stripping, 10 or flushing. If the water in the HMA causes any of these problems, the moisture content shall 11 be reduced as directed by the Engineer. 12 13 Storing or holding of the HMA in approved storage facilities will be permitted with approval of 14 the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for 15 more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the 16 Contractor at no expense to the Contracting Agency. The storage facility shall have an 17 accessible device located at the top of the cone or about the third point. The device shall 18 indicate the amount of material in storage. No HMA shall be accepted from the storage 19 facility when the HMA in storage is below the top of the cone of the storage facility, except 20 as the storage facility is being emptied at the end of the working shift. 21 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to 22 entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is 23 evidence of the recycled asphalt pavement not breaking down during the heating and mixing 24 of the HMA, the Contractor shall immediately suspend the use of the RAP until changes 25 have been approved by the Engineer. After the required amount of mineral materials, RAP, 26 new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA 27 shall be mixed until complete and uniform coating of the particles and thorough distribution 28 of the asphalt binder throughout the mineral materials, and RAP is ensured. 29 30 5-04.3(7) Spreading and Finishing 31 The mixture shall be laid upon an approved surface, spread, and struck off to the grade and 32 elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to 33 distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted 34 depth of any layer of any course shall not exceed the following: '41-i 36 HMA Class 1 0.35 feet 37 HMA Class V/" and HMA Class'/" 38 wearing course 0.30 feet 39 other courses 0.35 feet 40 HMA Class 0.15 feet 41 42 On areas where irregularities or unavoidable obstacles make the use of mechanical 43 spreading and finishing equipment impractical, the paving may be done with other 44 equipment or by hand. 45 SP 40 of 62 CITY OF PASCO PROJECT M CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I When more than one JMF is being utilized to produce HMA, the material produced for each 2 JMF shall be placed by separate spreading and compacting equipment. The intermingling of 3 HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a 4 work shift shall conform to a single JMF established for the class of HMA specified unless 5 there is a need to make an adjustment in the JMF. 6 7 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 8 For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, 9 uncompacted void content and fracture will be evaluated in accordance with Section 3-04. 10 Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at 11 the option of the Engineer. 12 13 5-04.3(9) HMA Mixture Acceptance 14 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. 15 16 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial 17 Evaluation is specified. 18 19 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in 20 the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, 21 prelevel, temporary pavement, and pavement repair. Other nonstructural applications of 22 HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling 23 and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. 24 25 The mix design will be the initial JMF for the class of HMA. The Contractor may request a 26 change in the JMF. Any adjustments to the JMF will require the approval of the Engineer 27 and may be made in accordance with this section. 28 29 HMA Tolerances and Adjustments 30 1 Job Mix Formula Tolerances — The constituents of the mixture at the time of 31 acceptance shall be Within tolerance. The tolerance limits will be established as 32 follows: 33 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by 34 adding the tolerances below to the approved JMF values. These values will also 35 be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) 36 required in Section 1-06.2(2)D2 Property Non -Statistical Evaluation Commercial Evaluation Asphalt Binder +/-0.50/6 +/-0.7% Air Voids, Va 2.5% min. and 5.5% max N/A 37 For Aggregates in the mixture: 38 a. First, determine preliminary upper and lower acceptance limits by applying the 39 following tolerances to the approved JMF. Aggregate Percent Non -Statistical Commercial Evaluation Passing Evaluation 1', 3/+", W, and 3/8' sieves +/-6% ... +/-8% No. 4 sieve +/-6% +/-8% No. 8 Sieve +/-6% +/-8% No. 200 sieve +/-2.0% +/-3.0% S P 41 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the 2 minimum amount necessary so that none of the aggregate properties are outside the control points 3 in section 9-03.8(6). The resulting values will be the upper and lower acceptance 4 limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 5 2. Job Mix Formula Adjustments — An adjustment to the aggregate gradation or asphalt 6 binder content of the JMF requires approval of the Engineer. Adjustments to the JMF 7 will only be considered if the change produces material of equal or better quality and 8 may require the development of a new mix design if the adjustment exceeds the 9 amounts listed below. 10 a. Aggregates —2 percent for the aggregate passing the 1 W, 1", %", Y2" %" and the 11 No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for 12 the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the 13 range of the control points in Section 9-03.8(6). 14 b. Asphalt Binder Content — The Engineer may order or approve changes to 15 asphalt binder content. The maximum adjustment from the approved mix design 16 for the asphalt binder content shall be 0.3 percent 17 18 5-04.3(9)A Vacant 19 5-04.3(9)6 Vacant 20 21 5-04.3(9)C Mixture Acceptance — Nonstatistical Evaluation 22 HMA mixture which is accepted by Nonstatistical Evaluation Will be evaluated by the 23 Contracting Agency by dividing the HMA tonnage into lots. 24 25 5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots 26 A lot is represented by randomly selected samples of the same mix design that will be 27 tested for acceptance. A lot is defined as the total quantity of material or work produced for 28 each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to 29 one day's production or 800 tons, whichever is less except that the final sublot will be a 30 minimum of 400 tons and may be increased to 1200 tons. 31 32 All of the test results obtained from the acceptance samples from a given lot shall be 33 evaluated collectively. If the Contractor requests a change to the JMF that is approved, the 34 material produced after the change will be evaluated on the basis of the new JMF for the 35 remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in 36 progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the 37 Engineer is satisfied that material conforming to the Specifications can be produced. 38 39 Sampling and testing for evaluation shall be performed on the frequency of one sample per 40 sublot. 41 42 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling 43 Samples for acceptance testing shall be obtained by the Contractor when ordered by the 44 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer 45 and in accordance with AASH -TO T 168. A minimum of three samples should be taken for SP 42 of 62 CITY OF PASCO PROJECT #_ CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 each class of HMA placed on a project. If used in a structural application, at least one of the 2 three samples shall to be tested. 3 4 Sampling and testing HMA in a Structural application where quantities are less than 400 5 tons is at the discretion of the Engineer. 6 7 For HMA used in a structural application and with a total project quantity less than 800 tons 8 but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, 9 a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of 10 the three samples will be tested for conformance to the JMF: 11 12 • If the test results are found to be within specification requirements, additional testing 13 will be at the Engineer's discretion. 14 • If test results are found not to be within specification requirements, additional testing 15 of the remaining samples to determine a Composite Pay Factor (CPF) shall be 16 performed. 17 18 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing 19 Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, 20 compliance of Va will use WSDOT SOP 731. 21 22 Testing for compliance of asphalt binder- content will be by WSDOT FOP for AASHTO T 23 308. 24 25 Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 26 27 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors 28 For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting 29 Agency will determine a Composite Pay Factor (CPF) using the following price adjustment 30 factors: 31 Table of Price Adjustment Factors Constituent Factor ..F. _ 2 All aggregate passing: 11/2". 1`. W. 1/2`. 3/" and No.4 sieves 32 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 SP 43 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling 2 within the tolerance limits of the job mix formula shall be accepted at the unit Contract price 3 with no further evaluation. When one or more constituents fall outside the nonstatistical 4 tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot 5 shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The 6 nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum 7 CPF shall be 1.00. When less than three sublots exist, backup samples of the existing 8 sublots or samples from the Roadway shall be tested to provide a minimum of three sets of 9 results for evaluation. 10 11 5-04.3(9)C5 Vacant 12 13 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments 14 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF 15 is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF 16 equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job 17 mix compliance price adjustment will be calculated as the product of the NCMF, the quantity 18 of HMA in the lot in tons, and the unit Contract price per ton of mix. 19 20 If a constituent is not measured in accordance with these Specifications, its individual pay 21 factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 22 23 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests 24 The Contractor may request a sublot be retested. To request a retest, the Contractor shall 25 submit a written request within 7 calendar days after the specific test results have been 26 received. A split of the original acceptance sample Will be retested. The split of the sample 27 will not be tested with the same tester that ran the original acceptance test. The sample will 28 be tested for a complete gradation analysis, asphalt binder content, and, at the option of the 29 agency, V.. The results of the retest will be used for the acceptance of the HMA in place of 30 the original sublot sample test results. The cost of testing will be deducted from any monies 31 due or that may come due the Contractor under the Contract at the rate of $500 per sample. 32 33 5-04.3 (9)Q Mixture Acceptance — Commercial Evaluation 34 If sampled and tested, HMA produced under Commercial Evaluation and having all 35 constituents falling within the tolerance limits of the job mix formula shall be accepted at the 36 unit Contract price with no further evaluation. When one or more constituents fall outside the 37 commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be 38 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The 39 commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF 40 shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or 41 samples from the street shall be tested to provide a minimum of three sets of results for 42 evaluation. 43 44 For each lot of HMA mix produced and tested under Commercial Evaluation when the 45 calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. 46 The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The SP 44 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the 2 quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. 3 4 If a constituent is not measured in accordance with these Specifications, its individual pay 5 factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 6 7 5-04.3(10) HMA Compaction Acceptance 8 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including 9 lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a 10 specified compacted course thickness greater than 0.10 -foot, shall be compacted to a 11 specified level of relative density. The specified level of relative density shall be a Composite 12 Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, 13 using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density 14 shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density 15 attained will be determined by the evaluation of the density of the pavement. The density of 16 the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, 17 except that gauge correlation will be at the discretion of the Engineer, when using the 18 nuclear density gauge and WSDOT SOP 736 when using cores to determine density. 19 20 Tests for the determination of the pavement density will be taken in accordance with the 21 required procedures for measurement by a nuclear density gauge or roadway cores after 22 completion of the finish rolling. 23 24 If the Contracting Agency uses a nuclear density gauge to determine density the test 25 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix 26 is placed and prior to opening to traffic. 27 28 Roadway cores for density may be obtained by either the Contracting Agency or the 29 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4 -inches 30 minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the 31 Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. 32 33 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the 34 Contractor in the presence of the Engineer on the same day the mix is placed and at 35 locations designated by the Engineer. If the Contract does not include the Bid item 36 "Roadway Core" the Contracting Agency will obtain the cores. 37 38 For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's 39 request after the Engineer is satisfied that material conforming to the Specifications can be 40 produced. 41 42 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 43 other than those listed above shall be compacted on the basis of a test point evaluation of 44 the compaction train. The test point evaluation shall be performed in accordance with 45 instructions from the Engineer. The number of passes with an approved compaction train, 46 required to attain the maximum test point density, shall be used on all subsequent paving. SP 45 of 62 CITY OF PASCO PROJECT ##: CP7-WT-9A-18-01' 1800040 SCHUMAN LANE WATERLINE EXTENSION 2 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel 3 rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the 4 Engineer. 5 6 Test Results 7 For a sublot that has been tested with a nuclear density gauge that did not meet the 8 minimum of 92 percent of the reference maximum density in a compaction lot with a CPF 9 below 1.00 and thus subject to a price reduction or rejection, the Contractor may request 10 that a core be used for determination of the relative density of the sublot. The relative 11 density of the core will replace the relative density determined by the nuclear density gauge 12 for the sublot and will be used for calculation of the CPF and acceptance of HMA 13 compaction lot. 14 15 When cores are taken by the Contracting Agency at the request of the Contractor, they shall 16 be requested by noon of the next workday after the test results for the sublot have been 17 provided or made available to the Contractor. Core locations shall be outside of wheel paths 18 and as determined by the Engineer. Traffic control shall be provided by the Contractor as 19 requested by the Engineer. Failure by the Contractor to provide the requested traffic control 20 will result in forfeiture of the request for cores. When the CPF for the lot based on the results 21 of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies 22 due or that may become due the Contractor under the Contract at the rate of $200 per core 23 and the Contractor shall pay for the cost of the traffic control. 24 25 5-04.3(10)A HMA Compaction —General Compaction Requirements 26 Compaction shall take place when the mixture is in the proper condition so that no undue 27 displacement, cracking, or shoving occurs. Areas inaccessible to large compaction 28 equipment shall be compacted by other mechanical means. Any HMA that becomes loose, 29 broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, 30 shall be removed and replaced with new hot mix that shall be immediately compacted to 31 conform to the surrounding area. 32 33 The type of rollers to be used and their relative position in the compaction sequence shall generally be the 34 Contractor's option, provided the specified densities are attained. Unless the Engineer has approved 35 otherwise, rollers shall only be operated in the static mode when the internal temperature of 36 the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a 37 mode that results in checking or cracking of the mat. Rollers shall only be operated in static 38 mode on bridge decks. 39 40 5-04.3(10)B HMA Compaction —Cyclic Density 41 Low cyclic density areas are defined as spots or streaks in the pavement that are less than 42 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer 43 may evaluate the HMA pavement for low cyclic density, and when doing so will follow 44 WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500- 45 foot section with two or more density readings below 90 percent of the theoretical maximum 46 density. 47 SP 46 of 62 CITY OF PASCO PROJECT #_ CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I 5-04.3(10)C Vacant 2 3 5-04.3(10)D HMA Nonstatistical Compaction 4 5 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots 6 HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance 7 testing performed by the Contracting Agency dividing the project into compaction lots. 8 9 A lot is represented by randomly selected samples of the same mix design that will be 10 tested for acceptance. A lot is defined as the total quantity of material or work produced for 11 each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to 12 one day's production or 400 tons, whichever is less except that the final sublot will be a 13 minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at 14 the rate of 5 tests per sublot per WSDOT T 738. 15 16 The sublot locations within each density lot will be determined by the Engineer. For a lot in 17 progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the 18 Engineer is satisfied that material conforming to the Specifications can be produced. 19 20 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 21 other than those listed above shall be compacted on the basis of a test point evaluation of 22 the compaction train. The test point evaluation shall be performed in accordance with 23 instructions from the Engineer. The number of passes with an approved compaction train, 4 required to attain the maximum test point density, shall be used on all subsequent paving. 25 26 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts 27 shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 28 29 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing 30 The location of the HMA compaction acceptance tests will be randomly selected by the 31 Engineer from within each sublot, with one test per sublot. 32 33 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments 34 For each compaction lot with one or two sublots, having all sublots attain a relative density 35 that is 92 percent of the reference maximum density the HMA shall be accepted at the unit 36 Contract price with no further evaluation. When a sublot does not attain a relative density 37 that is 92 percent of the reference maximum density, the lot shall be evaluated in 38 accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall 39 be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with 40 CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be 41 evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture - 42 density gauge or cores will be completed as required to provide a minimum of three tests for 43 evaluation. 44 45 For compaction below the required 92% a Non -Conforming Compaction Factor (NCCF) will 46 be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by SP 47 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the 2 quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of 3 mix. 4 5 5-04.3(11) Reject Work 6 5-04.3(1I)A Reject Work General 7 Work that is defective or does not conform to Contract requirements shall be rejected. The 8 Contractor may propose, in writing, alternatives to removal and replacement of rejected 9 material. Acceptability of such alternative proposals will be determined at the sole discretion 10 of the Engineer. HMA that has been rejected is subject to the requirements in Section 1- 11 06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to 12 the Engineer for approval. 13 14 5-04.3(11)B Rejection by Contractor 15 The Contractor may, prior to sampling, elect to remove any defective material and replace it 16 with new material. Any such new material will be sampled, tested, and evaluated for 17 acceptance. 18 19 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 20 The Engineer may, without sampling, reject any batch, load, or section of Roadway that 21 appears defective. Material rejected before placement shall not be incorporated into the 22 pavement. Any rejected section of Roadway shall be removed. 23 24 No payment will be made for the rejected materials or the removal of the materials unless 25 the Contractor requests that the rejected material be tested. If the Contractor elects to have 26 the rejected material tested, a minimum of three representative samples will be obtained 27 and tested. Acceptance of rejected material will be based on conformance with the 28 nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, 29 no payment will be made for the rejected material; in addition, the cost of sampling and 30 testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost 31 of sampling and testing will be borne by the Contracting Agency. If the material is rejected 32 before placement and the CPF is greater than or equal to 0.75, compensation for the 33 rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is 34 greater than or equal to 0.75, compensation for the rejected material will be at the calculated 35 CPF with an addition of 25 percent of the unit Contract price added for the cost of removal 36 and disposal. 37 38 5-04.3(11)D Rejection -A Partial Sublot 39 In addition to the random acceptance sampling and testing, the Engineer may also isolate 40 from a normal sublot any material that is suspected of being defective in relative density, 41 gradation or asphalt binder content. Such isolated material will not include an original 42 sample location. A minimum of three random samples of the suspect material will be 43 obtained and tested. The material will then be statistically evaluated as an independent lot in 44 accordance with Section 1-06.2(2). 45 46 5-04.3(11)E Rejection -An Entire Sublot SP 48 of 62 CITY OF PASCO PROJECT t. CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 An entire sublot that is suspected of being defective may be rejected. When a sublot is 2 rejected a minimum of two additional random samples from this sublot will be obtained. 3 These additional samples and the original sublot will be evaluated as an independent lot in 4 accordance with Section 1-06.2(2). 5 6 5-04.3(11)F Rejection - A Lot in Progress 7 The Contractor shall shut down operations and shall not resume HMA placement until such 8 time as the Engineer is satisfied that material conforming to the Specifications can be 9 produced: 10 11 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the 12 Contractor is taking no corrective action, or 13 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 14 and the Contractor is taking no corrective action, or 15 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 16 0.75. 17 18 19 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 20 An entire lot with a CPF of less than 0.75 will be rejected. 21 22 5-04.3(12) Joints 23 5-04.3(12)A HMA Joints 24 25 5-04.3(12)A1 Transverse Joints 26 The Contractor shall conduct operations such that the placing of the top or wearing course is 27 a continuous operation or as close to continuous as possible. Unscheduled transverse joints 28 will be allowed and the roller may pass over the unprotected end of the freshly laid mixture 29 only when the placement of the course must be discontinued for such a length of time that 30 the mixture will cool below compaction temperature. When the Work is resumed, the 31 previously compacted mixture shall be cut back to produce a slightly beveled edge for the 32 full thickness of the course. 33 34 A temporary wedge of HMA constructed on a 201-1:11V shall be constructed where a 35 transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary 36 wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or 37 other methods approved by the Engineer. The wrapping paper shall be removed and the 38 joint trimmed to a slightly beveled edge for the full thickness of the course prior to 39 resumption of paving. 40 41 The material that is cut away shall be wasted and new mix shall be laid against the cut. 42 Rollers or tamping irons shall be used to seal the joint - 43 44 5-04.3(12)A2 Longitudinal Joints SP 49 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 The longitudinal joint in any one course shall be offset from the course immediately below by 2 not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the 3 wearing course shall be located at a lane line or an edge line of the Traveled Way. A 4 notched wedge joint shall be constructed along all longitudinal joints in the wearing surface 5 of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall 6 have a vertical edge of not less than the maximum aggregate size or more than '/z of the 7 compacted lift thickness and then taper down on a slope not steeper than 41-1:1V. The 8 sloped portion of the HMA notched wedge joint shall be uniformly compacted. 9 10 5-04.3(12)B Bridge Paving Joint Seals 11 12 5-04.3(12)B1 HMA Sawcut and Seal 13 Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of 14 the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the 15 bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a 16 manner that they remain functional for use in aligning the sawcut after placing the overlay. 17 18 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application 19 procedure. 20 21 Construct the bridge paving joint seal as specified ion the Plans and in accordance with the 22 detail shown in the Standard Plans. Construct the sawcut in accordance with the detail 23 shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B 24 and the manufacturer's application procedure. 25 26 5-04.3(12)B2 Paved Panel Joint Seal 27 Construct the paved panel joint seal in accordance with the requirements specified in 28 section 5-04.3(12)B1 and the following requirement: 29 30 1. Clean and seal the existing joint between concrete panels in accordance with Section 31 5-01.3(8) and the details shown in the Standard Plans. 32 33 5-04.3(13) Surface Smoothness 34 The completed surface of all courses shall be of uniform texture, smooth, uniform as to 35 crown and grade, and free from defects of all kinds. The completed surface of the wearing 36 course shall not vary more than % inch from the lower edge of a 10-foot straightedge placed 37 on the surface parallel to the centerline. The transverse slope of the completed surface of 38 the wearing course shall vary not more than'/ inch in 10 feet from the rate of transverse 39 slope shown in the Plans. 40 41 When deviations in excess of the above tolerances are found that result from a high place in 42 the HMA, the pavement surface shall be corrected by one of the following methods: 43 44 1. Removal of material from high places by grinding with an approved grinding machine, 45 or 46 2. Removal and replacement of the wearing course of HMA, or SP 50 of 62 CITY OF PASCO PROJECT #: CP7 WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 3. By other method approved by the Engineer. 2 3 Correction of defects shall be carried out until there are no deviations anywhere greater than 4 the allowable tolerances. 5 6 Deviations in excess of the above tolerances that result from a low place in the HMA and 7 deviations resulting from a high place where corrective action, in the opinion of the 8 Engineer, will not produce satisfactory results will be accepted with a price adjustment. The 9 Engineer shall deduct from monies due or that may become due to the Contractor the sum 10 of $500.00 for each and every section of single traffic lane 100 feet in length in which any 11 excessive deviations described above are found. 12 13 When utility appurtenances such as manhole covers and valve boxes are located in the 14 traveled way, the utility appurtenances shall be adjusted to the finished grade prior to 15 paving. This requirement may be waived when requested by the Contractor, at the 16 discretion of the Engineer or when the adjustment details provided in the project plan or 17 specifications call for utility appurtenance adjustments after the completion of paving. 18 19 Utility appurtenance adjustment discussions will be included in the Pre -Paving planning (5- 20 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the 21 start of paving. 22 23 5-04.3(14) Planing (Milling) Bituminous Pavement 24 The planning plan must be approved by the Engineer and a pre planning meeting must be 25 held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning 26 submittals. 27 28 Locations of existing surfacing to be planed are as shown in the Drawings. 29 30 Where planing an existing pavement is specified in the Contract, the Contractor must 31 remove existing surfacing material and to reshape the surface to remove irregularities. The 32 finished product must be a prepared surface acceptable for receiving an HMA overlay. 33 34 Use the cold milling method for planing unless otherwise specified in the Contract. Do not 35 use the planer on the final wearing course of new HMA. 36 37 Conduct planing operations in a manner that does not tear, break, bum, or otherwise 38 damage the surface which is to remain. The finished planed surface must be slightly 39 grooved or roughened and must be free from gouges, deep grooves, ridges, or other 40 imperfections. The Contractor must repair any damage to the surface by the Contractor's 41 planing equipment, using an Engineer approved method. 42 43 Repair or replace any metal castings and other surface improvements damaged by planing, 44 as determined by the Engineer. 45 S P 51 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a 2 minimum of 4 inches of curb reveal after placement and compaction of the final wearing 3 course. The dimensions of the wedge must be as shown on the Drawings or as specified by 4 the Engineer. 5 6 A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet 7 lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with 8 vertical faces 2 inches or more in height, producing a smooth transition to the existing 9 adjoining pavement. 10 11 After planing is complete, planed surfaces must be swept, cleaned, and if required by the 12 Contract, patched and preleveled. 13 14 The Engineer may direct additional depth planing. Before performing this additional depth 15 planing, the Contractor must conduct a hidden metal in pavement detection survey as 16 specked in Section 5-O4.3(14)A. 17 18 5-O4.3(14)A Pre -Planing Metal Detection Check 19 Before starting planing of pavements, and before any additional depth planing required by 20 the Engineer, the Contractor must conduct a physical survey of existing pavement to be 21 planed with equipment that can identify hidden metal objects. 22 23 Should such metal be identified, promptly notify the Engineer. 24 25 See Section 1-07.16(1) regarding the protection of survey monumentation that may be 26 hidden in pavement. 27 28 The Contractor is solely responsible for any damage to equipment resulting from the 29 Contractor's failure to conduct a pre -planing metal detection survey, or from the Contractor's 30 failure to notify the Engineer of any hidden metal that is detected. 31 32 5-04.3(14)8 Paving and Planing Under Traffic 33 34 5-O4.3(14)B1 General 35 In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1- 36 10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor 37 must comply with the following: 38 39 1. Intersections: 40 a. Keep intersections open to traffic at all times, except when paving or planing 41 operations through an intersection requires closure. Such closure must be kept to 42 the minimum time required to place and compact the HMA mixture, or plane as 43 appropriate. For paving, schedule such closure to individual lanes or portions 44 thereof that allows the traffic volumes and schedule of traffic volumes required in 45 the approved traffic control plan. Schedule work so that adjacent intersections are SP 52 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A 18-01 1800640 SCHUMAN LANE WATERLINE EXTENSION I not impacted at the same time and comply with the traffic control restrictions 2 required by the Traffic Engineer. Each individual intersection closure or partial 3 closure, must be addressed in the traffic control plan, which must be submitted to 4 and accepted by the Engineer, see Section 1-10.2(2). 5 b. When planing or paving and related construction must occur in an intersection, 6 consider scheduling and sequencing such work into quarters of the intersection, or 7 half or more of an intersection with side street detours. Be prepared to sequence 8 the work to individual lanes or portions thereof. 9 c. Should closure of the intersection in its entirety be necessary, and no trolley 10 service is impacted, keep such closure to the minimum time required to place and 11 compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. 12 d. Any work in an intersection requires advance warning in both signage and a 13 number of Working Days advance notice as determined by the Engineer, to alert 14 traffic and emergency services of the intersection closure or partial closure. 15 e. Allow new compacted HMA asphalt to cool to ambient temperature before any 16 traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval 17 has been obtained from the Engineer. 18 2. Temporary centerline marking, post -paving temporary marking, temporary stop 19 bars, and maintaining temporary pavement marking must comply with Section 8- 20 23. 21 3. Permanent pavement marking must comply with Section 8-22. 22 23 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan 24 The Contractor must submit a separate planing plan and a separate paving plan to the 25 Engineer at least 5 Working Days in advance of each operation's activity start date. These 26 plans must show how the moving operation and traffic control are coordinated, as they will 27 be discussed at the pre -planing briefing and pre -paving briefing. When requested by the 28 Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch 29 or larger size Shop Drawings with a scale showing both the area of operation and sufficient 30 detail of traffic beyond the area of operation where detour traffic may be required. The scale 31 on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees 32 sufficient detail is shown. 33 34 The planing operation and the paving operation include, but are not limited to, metal detection, removal of 35 asphalt and temporaryasphalt of any kind, tack coat and drying, staging of supply trucks, paving 36 trains, rolling, scheduling, and as may be discussed at the briefing. 37 38 When intersections will be partially or totally blocked, provide adequately sized and 39 noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in 40 advance. The traffic control plan must show where police officers will be stationed when 41 signalization is or may be, countermanded, and show areas where flaggers are proposed. 42 43 At a minimum, the planing and the paving plan must include: 44 45 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each 46 day's traffic control as it relates to the specific requirements of that day's planing and 47 paving. Briefly describe the sequencing of traffic control consistent with the proposed SP 53 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION I planing and paving sequence, and scheduling of placement of temporary pavement 2 markings and channelizing devices after each day's planing, and paving. 3 2. A copy of each intersection's traffic control plan. 4 3. Haul routes from Supplier facilities, and locations of temporary parking and staging 5 areas, including return routes. Describe the complete round trip as it relates to the 6 sequencing of paving operations. 7 4. Names and locations of HMA Supplier facilities to be used. 8 5. List of all equipment to be used for paving. 9 6. List of personnel and associated job classification assigned to each piece of paving 10 equipment. 11 7. Description (geometric or narrative) of the scheduled sequence of planing and of 12 paving, and intended area of planing and of paving for each day's work, must include 13 the directions of proposed planing and of proposed paving, sequence of adjacent 14 lane paving, sequence of skipped lane paving, intersection planing and paving 15 scheduling and sequencing, and proposed notifications and coordinations to be 16 timely made. The plan must show HMA joints relative to the final pavement marking 17 lane lines. 18 8. Names, job titles, and contact information for field, office, and plant supervisory 19 personnel. 20 9. A copy of the approved Mix Designs. 21 10. Tonnage of HMA to be placed each day. 22 11. Approximate times and days for starting and ending daily operations. 23 24 5-O4.3(14)B3 Pre -Paving and Pre -Planing Briefing 25 At least 2 Working Days before the first paving operation and the first planing operation, or 26 as scheduled by the Engineer for future paving and planing operations to ensure the 27 Contractor has adequately prepared for notifying and coordinating as required in the 28 Contract, the Contractor must be prepared to discuss that day's operations as they relate to 29 other entities and to public safety and convenience, including driveway and business 30 access, garbage truck operations, Metro transit operations and working around energized 31 overhead wires, school and nursing home and hospital and other accesses, other 32 contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency 33 services. The Contractor, and Subcontractors that may be part of that day's operations, 34 must meet with the Engineer and discuss the proposed operation as it relates to the 35 submitted planing plan and paving plan, approved traffic control plan, and public 36 convenience and safety. Such discussion includes, but is not limited to: 37 38 1. General for both Paving Plan and for Planing Plan: 39 a. The actual times of starting and ending daily operations. 40 b. In intersections, how to break up the intersection, and address traffic control and 41 signalization for that operation, including use of peace officers. 42 c. The sequencing and scheduling of paving operations and of planing operations, as 43 applicable, as it relates to traffic control, to public convenience and safety, and to 44 other con -tractors who may operate in the Project Site. 45 d. Notifications required of Contractor activities, and coordinating with other entities 46 and the public as necessary. SP 54 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 e. Description of the sequencing of installation and types of temporary pavement 2 markings as it relates to planning and to paving. 3 f. Description of the sequencing of installation of, and the removal of, temporary 4 pavement patch material around exposed castings and as may be needed 5 g. Description of procedures and equipment to identify hidden metal in the pavement, 6 such as survey monumentation, monitoring wells, street car rail, and castings, 7 before planning, see Section 5-04.3(14)B2. 8 h. Description of how flaggers will be coordinated with the planing, paving, and 9 related operations. 10 i. Description of sequencing of traffic controls for the process of rigid pavement base 11 repairs. 12 j. Other items the Engineer deems necessary to address. 13 2. Paving — additional topics: 14 a. When to start applying tack and coordinating with paving. 15 b. Types of equipment and numbers of each type equipment to be used. If more 16 pieces of equipment than personnel are proposed, describe the sequencing of the 17 personnel operating the types of equipment. Discuss the continuance of operator 18 personnel for each type equipment as it relates to meeting Specification 19 requirements. 20 c. Number of JMFs to be placed, and if more than one JMF how the Contractor will 21 ensure different JMFs are distinguished, how pavers and MTVs are distinguished 22 if more than one JMF is being placed at the time, and how pavers and MTVs are 23 cleaned so that one JMF does not adversely influence the other JMF. 24 d. Description of contingency plans for that day's operations such as equipment 25 breakdown, rain out, and Supplier shutdown of operations. 26 e. Number of sublots to be placed, sequencing of density testing, and other sampling 27 and testing. 28 29 5-04.3(15) Sealing Pavement Surfaces 30 Apply a fog seal where shown in the plans. Construct the fog seal in accordance with 31 Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to 32 opening to traffic. 33 34 5-04.3(16) HMA Road Approaches 35 HMA approaches shall be constructed at the locations shown in the Plans or where staked 36 by the Engineer. The Work shall be performed in accordance with Section 5-04. 37 38 5-04.4 Measurement 39 HMA Cl. PG , HMA for Cl. PG , and Commercial HMA will be measured 40 by the ton in accordance with Section 1-09.2, with no deduction being made for the weight 41 of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor 42 elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed 43 will not be measured. 44 45 Roadway cores will be measured per each for the number of cores taken. SP 55 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 2 Preparation of untreated roadway will be measured by the mile once along the centerline of 3 the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, 4 service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. 5 6 Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 7 mile or by the square yard, whichever is designated in the Proposal. 8 9 Pavement repair excavation will be measured by the square yard of surface marked prior to 10 excavation. 11 12 Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. 13 14 Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, 15 whichever is designated in the Proposal. 16 17 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. 18 19 Longitudinal joint seals between the HMA and cement concrete pavement will be measured 20 by the linear foot along the line and slope of the completed joint seal. 21 22 Planing bituminous pavement will be measured by the square yard. 23 24 Temporary pavement marking will be measured by the linear foot as provided in Section 8- 25 23.4. 26 27 Water will be measured by the M gallon as provided in Section 2-07.4. 28 29 5-04.5 Payment 30 Payment will be made for each of the following Bid items that are included in the Proposal: 31 32 "HMA Cl. _ PG _°, per ton. 33 34 "HMA for Approach Cl. _ PG °, per ton. 35 36 "HMA for Preleveling Cl. PG ", per ton. 37 38 "HMA for Pavement Repair Cl. PG °, per ton. 39 40 "Commercial HMA", per ton.. 41 42 The unit Contract price per ton for `HMA Cl. _ PG ", "HMA for Approach Cl. _ PG 43 ", "HMA for Preleveling Cl. _ PG ", "HMA for Pavement Repair Cl. PG S P 56 of 62 CITY OF PASCO PROJECT * CP7-WT-9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 and "Commercial HMA" shall be full compensation for all costs, including anti -stripping 2 additive, incurred to cant' out the requirements of Section 5-04 except for those costs 3 included in other items which are included in this Subsection and which are included in the 4 Proposal. 5 6 "Preparation of Untreated Roadway", per mile. 7 8 The unit Contract price per mile for "Preparation of Untreated Roadway" shall be full pay for 9 all Work described under 5-04.3(4) , with the exception, however, that all costs involved in 10 patching the Roadway prior to placement of HMA shall be included in the unit Contract price 11 per ton for "HMA Cl. PG " which was used for patching. If the Proposal does not 12 include a Bid item for "Preparation of Untreated Roadway", the Roadway shall be prepared 13 as specified, but the Work shall be included in the Contract prices of the other items of 14 Work. 15 16 "Preparation of Existing Paved Surfaces", per mile. 17 18 The unit Contract Price for "Preparation of Existing Paved Surfaces" shall be full pay for all 19 Work described under Section 5-04.3(4) with the exception, however, that all costs involved 20 in patching the Roadway prior to placement of HMA shall be included in the unit Contract 21 price per ton for "HMA Cl. _ PG " which was used for patching. If the Proposal does 22 not include a Bid item for "Preparation of Untreated Roadway", the Roadway shall be 23 prepared as specified, but the Work shall be included in the Contract prices of the other 24 items of Work. 25 26 "Crack Sealing", by force account. 27 28 "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. For the 29 purpose of providing a common Proposal for all Bidders, the Contracting Agency has 30 entered an amount in the Proposal to become a part of the total Bid by the Contractor. 31 32 "Pavement Repair Excavation Incl. Haul", per square yard. 33 34 The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be 35 full payment for all costs incurred to perform the Work described in Section 5-04.3(4) with 36 the exception, however, that all costs involved in the placement of HMA shall be included in 37 the unit Contract price per ton for "HMA for Pavement Repair Cl. _ PG ", per ton. 38 39 "Asphalt for Prime Coat", per ton. 40 41 The unit Contract price per ton for "Asphalt for Prime Coat" shall be full payment for all costs 42 incurred to obtain, provide and install the material in accordance with Section 5-04.3(4). 43 44 "Prime Coat Agg.", per cubic yard, or per ton. 45 S P 57 of 62 CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION The unit Contract price per cubic yard or per ton for "Prime Coat Agg." shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. "Asphalt for Fog Seal", per ton. Payment for "Asphalt for Fog Seal" is described in Section 5-02.5. "Longitudinal Joint Seal", per linear foot. The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(12). "Planing Bituminous Pavement", per square yard. The unit Contract price per square yard for "Planing Bituminous Pavements shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23.5. "Water", per M gallon. Payment for "Water" is described in Section 2-07.5. "Job Mix Compliance Price Adjustment", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.3(9)C6. "Compaction Price Adjustment", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- O4..3(1O)D3. "Roadway Core", per each. The Contractor's costs for all other Work associated with the coring (e.g., traffic control) shall be incidental and included within the unit Bid price per each and no additional payments will be made. "Cyclic Density Price Adjustment", by calculation. "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)B. SP 58 of 62 CITY OF PASCO PROJECT #: CP7 WT -9A 18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 DIVISION 7 2 3 7-09 WATER MAINS 4 5 7-09.3(1) General 6**) 7 8 Section 7-09.3(1) is supplemented with the following: 9 10 The Contracting Agency will provide the 810 linear feet of 81n. Ductile Iron Class 52 11 waterline pipe for this project. Contractor shall be responsible for retrieving the pipe 12 from the City's Operations stock yard and transportation to the project site. Contractor 13 shall inspect the pipe at its current location, prior to transportation of the material to the 14 project site. If anomalies or defects are identified at the time of retrieval, the contractor 15 must notify the contracting agency and contractor will be responsible for any damage 16 the material suffered during loading, unloading, transportation, or storage of pipe from 17 its current location to the project site. 18 19 7-09.4 Measurement 20 21 22 Section 7-09.4 is supplemented with the following: 23 24 Measurement for payment of "Ductile Iron Class 52 pipe for Water Main 81n. Diam. 25 (installation only)" will be per linear foot of pipe laid and tested and will be measured 26 along the pipe through fittings, valves, and coupling. 27 28 29 Measurement for payment of Ductile Iron Water Main Fitting 8 in. x 6 in. Tee will be per 30 each. 31 Measurement for payment of Ductile Iron Water Main Fitting 8 in. Cap will be per each. 32 Measurement for payment of Ductile Iron Water Main Fitting 8 in. 45 Deg. Elbow will be 33 per each. 34 35 7-09.5 Payment 36 ******) 37 38 Section 7-09.5 is supplemented with the following: 39 40 "Ductile Iron Class 52 pipe for water Main 81n. Diam. (installation only)", per Linear foot. 41 The unit contract price per linear foot for "Ductile Iron Class 52 pipe for Water main 81n. 42 diam. (installation only)" shall be full payment for all work associated with the installation 43 of the Agency provided 81n. ductile iron waterline pipe. The unit contract price shall 44 include all costs, except for the provision of the pipe, including but not limited to pipe 45 transportation, trench excavation, bedding, pipe laying and jointing, backfilling, concrete 46 thrust blocking, testing, disinfecting the pipeline, flushing, dechlorinating of water used 47 for flushing, and cleanup. Pipe will be provided by the contracting Agency. Fitting are 48 paid in separate pay items. SP 59 of 62 CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 "Ductile Iron Water Main Fitting 8 in. x 6 in. Tee," per each. "Ductile Iron Water Main Fitting 8 in. Cap,' per each. "Ductile Iron Water Main Fitting 8 in. 450 Elbow,' per each. 7-14 Hydrants 7-14.4 Measurement Section 7-14.4 is supplemented with the following: Measurement of guard post will be per each. Measurement of guard post Relocation will be per each. 7-14.5 Payment Section 7-14.5 is supplemented with the following: "Guard Post," per each. "Guard Post Relocation," per each. DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 Erosion Control and Water Pollution Control 8-01.3 Construction Requirements Section 8-01.3 is supplemented with the following: The Contractor shall take all necessary precautions and utilize the Department of Ecology's (DOE) Best Management Practices to prevent sediment and fugitive dust from construction activities from entering into storm water systems, natural waterways, or environmentally sensitive areas and from otherwise being carried away from the construction area by storm water or air. Temporary erosion protection shall be furnished, installed, and maintained for the duration of this Project to protect environmentally sensitive areas, sloped surfaces, adjacent areas and/or water bodies or conveyance systems. Temporary erosion protection may include the use of straw, jute matting, wattles, heavy plastic sheeting, or other forms of ground cover on areas disturbed by construction. Sloped surfaces shall be restored and protected in such a manner that surface runoff does not erode the embankments, slopes, or ground surfaces, nor create surface channels, or ruts. CITY OF PASCO PROJECT M CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION SP 60 of 62 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8-01.4 Measurement Section 8-01.4 is supplemented with the following: No specific unit of measurement will apply to lump sum item "Erosion / Water Pollution Control". 8-01.5 Payment Section 8-01.5 is supplemented with the following: "Erosion / water Pollution Control", lump sum 8-02 ROAD SIDE RESTORATION 8-02.3 Section 8-2.3 is supplemented with the flowing: The contractor shall take care so as to not damage the existing landscaping. Landscaping that is damaged by the contactor shall be repaired to the existing condition and to the satisfaction of the engineer. This work will include all earthwork required to repair landscape. 8-12 CHAIN LINK FENCE AND WIRE FENCE 8-12.3 Construction Requirement Section 8-12.3 is supplemented with the following: Contractor shall remove existing fence as shown in the contract plans, and necessary to construct the project. The contractor shall stockpile fence off-site until such time that resetting of the fence will not affect the construction of the project. Contractor shall provide temporary fencing during the construction limits for the duration between the fence removal and resetting. 8-12.4 Measurement CITY OF PASCO PROJECT #: CP7-WT-9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION S P 61 of 62 1 Section 8-12.4 is supplemented with the following: 2 3 Removing and resetting fence will be measured per Lump Sum and includes all work 4 necessary to complete fence removal and resetting. 5 6 8-12.5 Payment 7****� 8 9 10 Section 8-12.4 is supplemented with the following: 11 12 "Remove and Reset Fence–- -2, per lump sum. 13 14 15 16 8-21 PERMANENT SIGNING 17 18 8-21.3(5) Sign Relocation 19 20 21 Section 8-21.3(5) is supplemented with the following: 22 23 Contractor shall remove existing Road Signs and stockpile Signs off-site until such time 24 the resetting of signs will not affect the construction project. 25 26 8-21.4 Measurement 27 28 29 Section 8-21.4 is supplemented with the following: 30 Relocation of Road Signs will be measured per each and includes all work necessary to 31 complete Road Signs removal and resetting. 32 33 8-21.5 Payment 34 f****} 35 36 Section 8-21.5 is supplemented with the following: 37 38 "Sign Relocation". per each. 39 SP 62 of 62 CITY OF PASCO PROJECT M CP7 WT -9A-18-01 1800040 SCHUMAN LANE WATERLINE EXTENSION Schuman Lane Waterline Extension I —LIJCity Project No. 1800040 PROJECT Located in the City of Pasco, Franklin County, Washington, within Section 20, Township 9 North, LOCATION Range 29 East, Willamette Meridian la VICINITY MAP NTS ACTS: CITY OF PASCO, ENGINEERING KENT MCCUE (509) 545-3444 ABBREVIATION: DESCRIPTION: SHEET NO. DESCRIPTION ARNIE GARZA AVE AVENUE 1 OF2 COVER SHEET FRANKLIN COUNTY IRRIGATION DISTRICT BDG BUILDING 2 OF 2 DOUBLE WATER PLAN 8 PROFILE BL BMP BOLLARD ET MANAGEMENTPRACTICES RAUL RAMIREZ (509) 222-2521 BEN FRANKLIN TRANSIT CiINK C CENTURY LINK CENTURYLINK TOBVS MEARS (509) 305-7503 CFF CAPPED FOR FUTURE (509) 546-5953 CONIC DI DWG CONCRETE DUCTILE IRON DRAWING LEGEND E EG EL EP EAST EXISTING GRADE ELEVATION EDGE OF PAVEMENT DESCRIPTION EXISTING PROPOSED ._ WATER —W— SEWER __SS-- EX EXISTING STORM _ —SD FO FIBER OPTIC OVERHEAD POWER —OHP— FS FINISH SURFACE GAS —GAS— HMA HOT MIX ASPHALT CENTURY LINK --FO---IE INVERT ELEVATION _ UNDERGROUND POWER - -UGP -- IRR IRRIGATION CHAIN LINK FENCE LT LEFT WASTEWATER FORCE MAIN--WWFM-- MAX MAXIMUM MINOR CONTOURMIN X372 MINIMUM MAJOR CONTOUR 1976 N NORTH N/A NOT APPLICABLE NO NUMBER STORM DRAIN INLETO NTS NOT TO SCALE STORM DRAIN MANHOLE Q OHP OVERHEAD POWER STREET LIGHT Z� PIP PROTECT IN PLACE PSI PASCO SPATIAL INFORMATION PUD PASCO UTILITY DISTRICT ROW RIGHT OF WAY FIRE HYDRANT A Jl RT RIGHT WATER VALVS E yx z SOUTH SSMH SO M STORM DRAIN V ST STREET STA STATION EDGE OF PAVEMENT STD STANDARD - —_ _ SS SANITARY SEWER RIGHTCENTEROF WAY RIGHT OF WAY SSMH SANITARY SEWER MANHOLE TB THRUST OCK TBC BACK TOPOPBACK URB OF C II TOP TOP OF PIPE TRANSP TRANSPORTATION UGP UNDER GROUND POWER W WEST WL WATERLINE II M WATER VALVE WWFM WASTEWATER FORCE MAIN ACTS: CITY OF PASCO, ENGINEERING KENT MCCUE (509) 545-3444 CITY OF PASCO, PUBLIC WORKS OPERATIONS KIM HOLST (509) 545-3463 CASCADE NATURAL GAS ARNIE GARZA (509) 735-5546 (509) 572-5264 FRANKLIN COUNTY IRRIGATION DISTRICT JOHN BURNS (509) 547-3631 BASIN DISPOSAL, (509) 547-2467 CHARTER COMMUNICATIONS RAUL RAMIREZ (509) 222-2521 BEN FRANKLIN TRANSIT (509) 735-4131 CENTURYLINK TOBVS MEARS (509) 305-7503 FRANKLIN PUD AARON GONZALEZ (509) 546-5953 EROSION CONTROL NOTES: Finance No. CP7-WT-9A-1801 ELEMENT#1: MARKCLEARING LIMITS CONSTRUCTION WILL BE LIMITED TO INSTALLATION OF NEW IMPROVEMENTS IN EXISTING CITY RIGHT OF WAY. BMP: WA ELEMENT #2, 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, 318. BMP: ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. ELEMENT #3: CONTROL FLOW RATES THE SITES ARE LOCATED WITHIN EXISTING CITY RIGHT OF WAY WITH WELL DRAINED SOILS AND SELF CONTAINED DRAINAGE SYSTEMS. ALL CONSTRUCTION STORMWATER SHALL BE CONTAINED ONSITE AND DIRECTED TO EXISTING DRAINAGE FACILITIES. BMP: WA ELEMENT #4: INSTALL SEDIMENT CONTROLS THE SITE IS AN EXISTING CITY RIGHT -OF -WAV. MATERIAL EXCAVATED FROM THE SITE, AND IMPORTED TO THE SITE SHALL BE STORED IN A MANNER TO MINIMIZE EROSION OF SOILS TO THE MAXIMUM EXTENT PRACTICABLE. BMP: N/A ELEMENT #5: STABILIZE SOILS CONSTRUCTION WILL BE LIMITED TO INSTALLATION OF NEW IMPROVEMENTS. ALL TRENCHING IS WITHIN EXISTING CITY RIGHT OF WAY UNDER EXISTING IMPROVED AREAS BMP: WA ELEMENT #8: PROTECTSLOPES THE SITE IS AN EXISTING CITY RIGHT OF WAY WITH FLAT TO MODERATE SLOPES. BMP: N/A ELEMENT 4" CONTROL POLLUTANTS ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN 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. ELEMENT #8 MAINTAIN BMPB TEMPORARY AND 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 SNIPS 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 BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL RESULTING FROM REMOVAL OF BMPS OR VEGETATION SHALL BE PERMANENTLY STABILIZED. ELEMENT#9: MANAGE THE PROJECT ALL BMPS SHALL BE INSPECTED, MAINTAINED, AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. A COPY OF THIS PLAN SHALL BE RETAINED ONSITE 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 PLANS MAY NOT INCLUDE ALL UTILITIES WITHIN CONSTRUCTION LIMITS. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UTILITIES, KNOWN AND UNKNOWN, BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 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. 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. M�. 3 qf RKSDIRECTOR AM30•S. FORD, P.E., CITY ENGINEER DATE 15. Know what's below. Cell before you dip. 3 ROAD SIDE RESTORATION TYP CONSTRUCTION NOTES • ALL TRENCH BEDDING SHALL BE PER C.O.P. STD DWGS • PAVEMENT RESTORATION PER C.O.P. STD DWGS • ALL AREAS SUBJECT TO EXCAVATION AND BACKFILL SHALL BE RESTORED TO PREVIOUS CONDITION. SUCH AS LANDSCAPING AND OTHER SURFACE FEATURES. • ALL MATERIALS PER C.O.P. MATERIALS LIST • ALL CONSTRUCTION SHALL COMPLY WITH LATEST C.O.P. STANDARDS AND WSDOT MANUAL. • ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES o Know what's below. Call before you dig. U J m a 3 3 L L L L- mN 1 \ \ START NEW DI WATER LINE AND ♦ O _ w n 2 I REMOVE EXISTING WATER LINE 5. S FROM THIS POINT SOUTH TO , V X LD HYDRANT .P ♦ — F a i I REMOVE AND DISPOSE OF y m EXISTING WATERMAIN •--♦\ STA 1+13.3643.60' R Q Z LIMITS OF EXISTING ROW I \ 45°BEND W/TB - \ 5+00 N: 336896.5020' E: 1964674.5260' ELE: 366.05 —ss-- —ss SCHUMAN LANE 4+00 5 MAINTAIN 4 -FROM EDGE OF ASPHALT TO PIPE CENTERLINE _ 5 _ e4 -cmc— » g STA 1+13.498.76'R �a 8"x8"x6" MJxFLD TEE WR 6"FL x VALVE x —x —.x x - ---- x 812.37 LF 8'DI 3,00 14e• u2t.4iw 2+- Op STA I+OZ878.74-R - - _ _ _ - - _ _ - _ _REMOVE AND REUSE EXST� - — - FIRE HYD ASSY. CONNECT - - TO NEW 8" DI WATERMAIN 2iLIMITS OF EXISTING ROW USING 8"X8"X6" TEE AND REMOVE FENCE STARTING AT THIS Z M" 2+00 POINT AND RELOCATE T FROM I - our EDGE OF ASPHALT y �/ Oi AS REPAIR OVER TRENCH PER STD 33. % _ i 8"XB'MJxFLG TEE WlTB - I.W.0t OSHOULDER RESTORATION SEE DETAIL SHEET3. w;'l� -NP: 1+00 E. 19&1972.66 O REMOVE SIGN AND REPLACE IN SAME LOCATION. INSTALL GUARD POST PER STD 2-15. ss ss MX O REMOVE GUARD POST AND REPLACE IN SAME LOCATION. SCHUMAN LANE —T-$70 © TAP AND INSTALL NEW SERVICE FOR EXISTING METER. O I 6" FLGxMJ VALVE /-NEW FIRE HYD ASSY WITB 2 CONSTRUCTION NOTES: �r1W �Vi ------------------------�- -� ` 10.60--- / 4 3 / 4 ENSURE HYDRANT IS PLACED SOUTH OF 2 3 u FINAL ROAD SIDE DITCH LIMITS OF EXISTING ROW ENSURE HYDRANT IS PLACES SO FINAL ROAD SIDE DITCH 10+60 III I FROM FINAL Z 3+00 2+00 • ALL AREAS SUBJECT TO EXCAVATION AND BACKFILL I SHALL BE RESTORED TO PREVIOUS CONDITION, SUCH our LIMITS OF EXISTING ROW I STA1 0+25.34 8.24'R iT % • ALL MATERIALS PER C.O.P. MATERIALS LIST i 8"XB'MJxFLG TEE WlTB - STANDARDS AND WSDOT MANUAL. r m 6"FLGxMJVALVE - — 55 STA 10+26.41 7.97' R ss STA 10+25.34 4�2' W -- ss ss MX CAP W7TB NEW FIRE HYD ASSY WITB SCHUMAN LANE - ss --o-__ STA 7+27.05 7.62'R— ss c 8"X6" MJxFLG TEE W/TB x. cmc ss — 7+27.05 4.10' R I 6" FLGxMJ VALVE /-NEW FIRE HYD ASSY WITB ------------------------�- -� ` 10.60--- / 4 3 / 4 ENSURE HYDRANT IS PLACED SOUTH OF 2 3 u FINAL ROAD SIDE DITCH LIMITS OF EXISTING ROW ENSURE HYDRANT IS PLACES SO FINAL ROAD SIDE DITCH 10+60 III I FROM FINAL 10+00 9+00 8+00 1+00 MAINTAIN 4' FROM EDGE OF ASPHALT TO PIPE CENTERLINE Ss 612.37 LF • ALL TRENCH BEDDING SHALL BE PER C.O.P. STD DWGS("1 Z • PAVEMENT RESTORATION PER C.O.P. STD DWGS 1"�� W • ALL AREAS SUBJECT TO EXCAVATION AND BACKFILL I SHALL BE RESTORED TO PREVIOUS CONDITION, SUCH our AS LANDSCAPING AND OTHER SURFACE FEATURES. O • ALL MATERIALS PER C.O.P. MATERIALS LIST i GONG'N_zs �_y U STANDARDS AND WSDOT MANUAL. r m 10+00 9+00 8+00 1+00 MAINTAIN 4' FROM EDGE OF ASPHALT TO PIPE CENTERLINE Ss 612.37 LF • ALL TRENCH BEDDING SHALL BE PER C.O.P. STD DWGS("1 Z • PAVEMENT RESTORATION PER C.O.P. STD DWGS 1"�� W • ALL AREAS SUBJECT TO EXCAVATION AND BACKFILL I SHALL BE RESTORED TO PREVIOUS CONDITION, SUCH ;T-4 Y AS LANDSCAPING AND OTHER SURFACE FEATURES. O • ALL MATERIALS PER C.O.P. MATERIALS LIST i • ALL CONSTRUCTION SHALL COMPLY WITH LATEST C.O.P. �_y U STANDARDS AND WSDOT MANUAL. r m ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED AT I I-14 ALL TIMES I V I _ _ 24"GONG I_ _ — L — — L- 7+00 6+00 J 5+50 15- Know what's below. C811 before you dig. 2 V1 ROAD SIDE RESTORATION TYP 0 U` Z CONSTRUCTION NOTES: �w ALL TIMES I L) e Know what's below. Call beforeyou dig. 3 3 i • ALL TRENCH BEDDING SHALL BE PER C.O.P. STD DWGS 2 z • PAVEMENT RESTORATION PERC.O.P. STD DWGS P W • ALL AREAS SUBJECT TO EXCAVATION AND BACKFILL I SHALL BE RESTORED TO PREVIOUS CONDITION, SUCHO Y AS LANDSCAPING AND OTHER SURFACE FEATURES. K 0 • ALL MATERIALS PER C.O.P. MATERIALS LIST 3 • ALL CONSTRUCTION SHALL COMPLY WITH LATEST C.O.P. 0 STANDARDS AND WSDOT MANUAL. r"1-4 L m • ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED AT 0-4d ALL TIMES I L) e Know what's below. Call beforeyou dig. 3 3