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HomeMy WebLinkAboutMoreno & Nelson - Contract / Spec Book - GR5-ST-7A-18 01 Rd 84 Safe Walking Route ConnectionCONTRACT DOCUMENTS 17017 - ROAD 84 SAFE WALKING ROUTE CONNECTION PROJECT NO. GRS-ST-7A-1801 STATE NO. HLP-SR17t007j COPY PROJECT NO. GRS-ST-7A-1801 STATE NO. [SLP-SR17(007) TABLE OF CONTENTS 17017 - Road 84 Safe Walking Route Connection Project No. GRS-ST-7A-1801; State No. HLP-SR17(007) INVITATIONFOR BIDS...............................................................................................................AD-1 INFORMATION FOR BIDDERS: StandardSpecifications...........................................................................................................................IB-1 Explanation of Contract Documents and Work Site ............................ .... ............. ..... ..... ....... ................. IB -1 Qualificationof Bidders.......................................................................................................................... IB -1 Water....................................................................................................................................................... I B-1 Submissionof Bid Proposal.....................................................................................................................IB-2 Scheduleof Events...................................................................................... .... ........ ..... ........... ................IB -2 Awardof Contract.............................................................................................. ................. ............ .........IB -3 PrevailingWage Requirements............................................................. ............. ......... ............................ IB -3 PROPOSAL: BidProposal.............................................................................................................................................. P-1 SubcontractDisclosure............................................................. ..... ...... ...... ....... .... .... ........ ....... .... ........... SD -1 BidBond.................................................................................................................................................BB-1 Non -Collusion Declaration..................................................................................................................... NC -1 CONTRACT: Contract................................................................................................................................................. co -1 PerformanceBond..................................................................................................................................PB-1 StateWage Rate Reference.............................................................................................................. SW PB-1 SPECIAL PROVISIONS Cityof Pasco Special Provisions.............................................................................................................. SP -1 AMENDMENTS City of Pasco Amendment to the Standard Specifications, Division 1- 9 .............................................. SS -1 STANDARD DRAWINGS CONSTRUCTION DRAWINGS TOC ATTENTION CONTRACTORS INVITATION FOR BIDS 17017 - Road 84 Safe Walking Route Connection Project #GR5-ST-7A-1801, State #HLP-SR17(007) The City of Pasco, Washington is inviting and requesting bid proposals for the Road 84 Safe Walking Route Connection project. This project involves installation of rectangular rapid flashing beacons (RRFBs) with associated signage, sidewalk, ADA curb ramps, curb and gutter, infiltration trench, crosswalk striping, and other associated work. Bid documents, including plans and specifications, may be obtained beginning Monday, June 11, 2018 at 10:00 a.m. through QuestCDN.com using eBidDoc #5770833, for the standard download fee of $10.00. QuestCDN.com can be contacted at 952-233-1632 or info(&questCDN.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, 1" Floor City Hall, 525 North 3rd Avenue, Pasco, Washington, up to the hour of 2:00 p.m., June 28, 2018 and then shall be opened in the City Council Chambers located on the first floor of the City Hall Building. At the time and date stated, the bids will be publicly opened and read aloud. Bids are to be submitted only on forms provided in the specifications All bids must be accompanied by a "Good Faith Token" in the form of a Certified Check, Cashier's Check or Bid Bond in the amount of not less than 5 percent (5%) of the total or highest bid. Technical questions regarding the scope of this project should be put in writing and directed to Linda Offerdahl, PE, Project Manager, City of Pasco, Public Works, 525 N. 3 d Avenue, PO Box 293, Pasco, WA 99301, Email: engineering@pasco-wa.gov. The City of Pasco in accordance with Title V1 of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Pari 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City Council reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco. DATED: June 6, 2018 Kent McCue Publish: June 10, 2018 Construction Manager June 17, 2018 INFORMATION FOR BIDDERS U INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2018 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as "Standard Specifications," hereby references are made a part of this contract as amended by the WSDOT, the City of Pasco Standard Amendments, and the APWA general special provisions as indicated and supplemented by the "Special Provisions." Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 47408 Olympia, WA. 98504-7408 Any reference to the 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read 2018 Standard Specifications for Road, Bridge and Municipal Construction. Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code Chapter 14.10 'Qualification for Public Works Construction'. The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.10. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The City will charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will IB 1 of 3 be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders qualified in accordance with PMC 14.10 (Sec. 1-02.1). Bids will be received at the Office of the City Clerk. The envelopes containing the bids must be sealed, addressed to the Mayor and City Council at 525 N. Third Avenue Pasco, WA 99301 and shall clearly indicate the company name and project for which they are intended. The proposal forms to be completed for the bid package include: the Proposal (Sec. 1-02.6), the Bid Bond, the Non -Collusion Declaration (Sec. 1-02.8(1)), the Subcontract Disclosure (Sec. 1-02.6), and Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures (Sec. 1- 02.6). Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within 60 days after the actual date of the opening thereof (Sec. 1- 03.2). Bids will be accepted from Contractors who are on the City maintained list of responsible contractors eligible to perform services as governed by PMC 14.10, and who have obtained bid documents directly from the City of Pasco Engineering Division. SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have IB2of3 been returned, a Pre -Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec 1-03.1): • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. • Reject any and all bids. • Republish the invitation for bids. PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub -contractors must follow the State's Prevailing Wage requirements. The Contractor must submit the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub -contractors have not submitted the approved Intent form; nor may not release retainage until the Contractor and all sub -contractors have submitted the approved Affidavit forms. IB3of3 PROPOSAL Bid Proposal Subcontract Disclosure Non -Collusion Declaration BID PROPOSAL 17017 - ROAD 84 SAFE WALKING ROUTE CONNECTION PROJECT NO. GR5-ST-7A-1801, STATE NO. HLP-SR17(007) HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at Road 84, between Argent Road and Massey Drive. And has carefully examined specifications, plans, laws, and ordinances covering The project will install sidewalks, ADA curb ramps, curb and gutter, rectangular rapid flashing beacons (RRFBs), signs, infiltration trench and associated work. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. SP = Special Provision SS = Standard Specification ITEM QUANTITY UNIT Pay Item DESCRIPTION Unit Price Total Price 1 1 LS SSI -09.7 Mobilization /griDO"l, /g,~to 2 45 LF SP 8-04.5 Removing Cement Cone. Curb and Gutter +>60 t$ voao 3 30 SY SP 8-14.5 Removing Cement Cone. Sidewalk 4011-0 (2d0 0-0 4 144 SF SS 8-22.5 Removing Plastic Crosswalk Line 5 1 LS SP 2-03.5 GradingReshaping and ae rJopp � ^� 5000 �. 6 2 EA SS 7-05.5 Catch Basin Type 1 9600'3 7 DOD �= 7 1 LS SP 7-05.5 Infiltration Trench 4000'y 4aoo v 8 4 EA SS 8-01.5 Inlet Protection -LOO ` $DO am 9 1 LS SP 8-01.5 Erosion/Water Pollution Control 0009 10 290 SY SS 8-14.5 Cement Cone. Sidewalk (p y o0 oa SISC 11 610 LF SS 8-04.5 Cement Cone. Traffic Curb and Gutter 8$ 10 23, t S015- 0-12 12 2 EA SS 8-14.5 Cement Cone. Curb Ramp Type Parallel A 30p0 tp � 13 20 SF SS 8-14.5 Detectable Warning Surface ?O°O fooOO° 14 120 SY SS 8-06.5 Cement Cone. Driveway Entrance 'jj$°O 15 1 EA SP 8-21.5 Relocate Existing Sign with Post 56000 SOON 16 1 LS SP 8-20.5 RRFB and School Crossing Assembly InstallationiO Z6,yo,�- LS,goo` 17 144 SF SS 8-22.5 Plastic Crosswalk Line ) S 00 21 tap'M 18 1 LS SP1 -10.5(1) Project Temporary Traffic Control 5$005 S8o0 co 19 1 LS SP 2-09.5 Trench Excavation Safety Systems / $0000 1 $DO 0` 20 1 LS SP 1-05.4 Roadway Surveying 5800°0 5500°!' TOTAL: 14 I t 9 1 0o^ P-1 17017 - ROAD 84 SAFE WALKING ROUTE CONNECTION PROJECT NO. GR5-ST-7A-1801, STATE NO. HLP-SR17(007) 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 *30* working days. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) , & DATED AT I, IJA WA, THIS Z$'y DAY OF SIGNED :II- 11 (( TITLE: Pres:dasr PRINTED NAME: o r`K h1e..ISoN NAME OF COMPANY: N(o rer.o t15 ''..��1o_,.�Ac'�r�c.b�nr Co , ADDRESS: Sox �Q� k WaV`s Wc.y�, 6`^'{H "i`�3fE2_ TELEPHONE: SVII-52l.-62'F`i STATE CONTRACTOR'S LICENSE NO.: McAE-41J I,�bBT 2018. I SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS UBI # LIST ITEM NUMBER Po &eA 21YS 1)$. CIc�I :c�I..c. Aes� ✓A 49?02 raol e4S 109' I�O (Electrical) 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 Z -V percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: r�oncno ; �ItiI SeK Coktvvl{+o�r? 1Bry - NAME: kid t o✓l ADDRESS: pD Riox -74 _iJ.61t 16 ,cl< l I,J4 ii43fa2. PHONE: 4;V9. -2lo ,5219 EMAIL: Zci 2YItlson-4_wO-coy+', H KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Moreno & Nelson Construction, Corp. as Principal, and Old Republic Surety Company as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of Five percent of amount bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this day of June 2018 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 Road 84 Safe Walking Route Connection NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Moreno & Nelson Construction, Corp. OA ReRublic Surety Company Principal Su �— By: rlcua 1 Shanalee E. Steele Attorney -in -Fact IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. OLD REPUBLIC SURETY COMPANY ** *** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS`. That OLD REPUBLIC SURETY COMPANY, a Wisconsin stock insurance corporation, does make, constitute and appoint: MARLA J. DAVENPORT, TOM DAVIS. JACLYN:KRUSE, JAMES E MAJESKEY II, JUDITH C. KAISER -SMITH, SHANALEE E. STEELE, JUDITH A. RAPP. THOMAS C. DENISON, OF SPOKANE, WA its true and lawful Attorney(s)-in-Fact, with full power and authority, not exceeding $50,000;000, for and on behalf of the company as surety, to execute. and deliver nd affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail orals, bank depository bonds, mortgage deficiency bonds mortgage guaranty bonds guarantees of installment paper and note guaranty bonds, self-insurance workers .ompensotwn bonds guaranteeing payment of benefits, as(tesms abatement contract (roods, waste management bonds, hazardous waste remediation bonds or black lung bonds), as follows. ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED THIRTY MILLION DOLLARS ($30,000,000) --------------- °-------- FOR ANY SINGLE OBLIGATION ad to bindOLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys -in -Fact, pursuant to these presents, are ratified and confirmed, his document is not valid unless printedon colored background and is multicolored. This appointmem is made under and by authority of the board of directors t a special meeting held on February 18, 1982. This Power of Attorney is signed and sealedby facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18, 1982. RESOLVED that, the president, any vice-president, or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings, rmognizances, and suretyship obligations of all kinds; and said officers may remove any such attomey-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president,. any vice president or assistant vice president and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president, any vice president or assistant vicopresident, secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attomey-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one more attorneys -in -fact or agentspursuant to and within the limits of the authority evidenced by the Power of Attorney issued. by the company to such person or persons. RESOLVED FURTHER, that the signature of any authorized officer and the seal of the may be mixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of my bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer, and its corporate seal to be ffxed this IST day of FEBRUARY.2018. OLD REPUBLIC SURETY COMPANY �� rwa°'y'• it �j �,p Ass�st0ra gy,`$EAL =� �fJ/ Wi.' STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS" a President IST FEBRUARY, 201& Alan Pavlic On this day of ,personally came -before me, and Jane emE�'i4 ey , to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly sworn, did severally depose and say; that they arc the said officers of the corporation aforesaid, and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed .to the said instrument by the authority of the board of directors of said corporation. �nYa My commission expires: 9/28/2018 _ CERTIFICATE (Expiration of notary commission does not invalidate this instrument) 1, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power f Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney, are now in force. 78-9450 '" ar» Signed and sealed at the City of Brookfield, Wt this r ` day of ,p, 3ei 0.S16fb01 NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NC -1 BID PROPOSAL 17017 - ROAD 84 SAFE WALKING ROUTE CONNECTION PROJECT NO. GR5-ST-7A-1801, STATE NO. HLP-SR17(007) HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at Road 84, between Argent Road and Massey Drive. And has carefully examined specifications, plans, laws, and ordinances covering The project will install sidewalks, ADA curb ramps, curb and gutter, rectangular rapid flashing beacons (RRFBs), signs, infiltration trench and associated work. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID SP = Special Provision SS = Standard Soecfficaton ITEM QUANTITY UNIT Pay Item I DESCRIPTION Unit Price Total Price 1 1 LS SSI -09.7 Mobilization 2 45 LF SP 8-04.5 Removing Cement Conc. Curb and Gutter 3 30 SY SP 8-14.5 Removing Cement Conc. Sidewalk 4 144 SF SS 8-22.5 Removing Plastic Crosswalk Line 5 1 LS SP 2-03.5 Grading and Reshaping 6 2 EA SS 7-05.5 Catch Basin Type 1 7 1 LS SP 7-05.5 Infiltration Trench 8 4 EA SSB -01.5 Inlet Protection 9 1 LS SP 8-01.5 Erosion/Water Pollution Control 10 290 SY SS 8-14.5 Cement Conc. Sidewalk 11 610 LF SS 8-04.5 Cement Conc. Traffic Curb and Gutter 12 2 EA SS 8-14.5 Cement Conc. Curb Ramp Type Parallel A 13 20 SF SS 8-14.5 Detectable Warning Surface 14 120 SY SS 8-06.5 Cement Conc. Driveway Entrance 15 1 EA SP 8-21.5 Relocate Existing Sign with Post 16 1 LS SP 8-20.5 RRFB and School Crossing Assembly Installation 17 144 SF SS 8-22.5 Plastic Crosswalk Line 18 1 LS SP 1-10.5(1) Project Temporary Traffic Control 19 1 LS SP 2-09.5 Trench Excavation Safety Systems 20 1 LS SP1 -05.4 Roadway Surveying TOTAL: P-1 17017 - ROAD 84 SAFE WALKING ROUTE CONNECTION PROJECT NO. GR5-ST-7A-1801, STATE NO. HLP-SR17(007) 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 '30• working dam. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1 certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) , & DATED AT THIS DAY OF , 2018 SIGNED: TITLE: PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: STATE CONTRACTOR'S LICENSE NO.: P-2 L SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of NAME ADDRESS UBI # LIST ITEM NUMBER and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: NAME: ADDRESS PHONE: EMAIL: BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this day of 20 The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal Surety By: IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. n NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NC -1 CONTRACT REGULATIONS Contract Performance Bond State Wage Rate Reference CONTRACT 17017 — Road 84 Safe Walking Route Connection Project No. GRS-ST-7A-1801; State No. HLP-SR17(007) STATE OF WASHINGTON ss COUNTY OF FRANKLIN This agreement and contract made and entered into in triplicate this 1471 day of 2018, by and between the City ofasco a municipal corporation, hereina er called the City and B✓iM2dzsQ t- t ��F 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 day of , 2018 file with the Office of the City Clerk of the City of Pasco, Washington, a Proposal to furnish all equipment, labor, materials and appurtenances and to pay for the same, and agreed to accept for and in full consideration of the sums fully stated and set forth in said Proposal as full compensation for the completed work. WHEREAS, the said plans, specifications and proposal fully and accurately described the terms and conditions upon which the contractor proposes to furnish said equipment, labor, tools, materials and appurtenances and perform work, together with the manner and time of furnishing the same. It is therefore agregd, first that A copy of said specifications, plans and proposal, filed as aforesaid on thee. day of , S)AA-L' 2018 be attached hereto and the same are hereby made the items and conditions of this agreement by and between the City and Contractor in all matters and things therein set forth and described; and further that the City and the Contractor accept and agree to the terms and conditions of said plans, specifications and proposal as filed as completely as if said terms and conditions and plans are herein set out in full. In witness whereof the partiesher o have causeA this agreement to be executed the day and year herein above written this day of 2018. CITY OF PASCO r BY: Dave ATTEST: Appmy,ed as to form: Cq�rney CO -1 Contractor Signature A.-ar-oJ 6flAmw, By: Printed Name I PERFORMANCE BOND BOND TO THE CITY OF PASCO Bond No. YCN2532031 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Moreno & Nelson Construction. Corp as principal, and Old Republic Surety Company a corporation organized and existing under the laws of the State of Washangtep, as a surety corporation, and qualified under the laws of the State of Washington to become su�eTy 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 one hundred forty-one thousand nine hundred ten dollars and zero cents for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at Washington, this day of 2018. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on 2018, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said Moreno & Nelson Construction, Corp. the above bounden principal, a certain contract, the same contract being numbered PROJECT #GRS-ST-7A-1801 and providing for 17017 — Road 84 Safe Walking Route Connection (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 Moreno & Nelson Construction, Corp. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to Form: Old Republic Surety Company Surety A� 4N� Shanalee E Steele, Attorney -in -Fact Moreno & Nelson Construction, Corp. Contractor OLD REPUBLIC SURETY COMPANY ***** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY, a Wisconsin stock insurance corporation, does make, constitute and appoint MARLA J. DAVENPORT, TOM DAVIS, JACLYN KRUSE, JAMES E MAJESKEY II, JUDITH G. KAISER -SMITH, SHANALEE E. STEELE, JUDITH A. RAPP, THOMAS C. DENISON, OF SPOKANE, WA its true and lawful Attomey(s)-in-Fact, with full power and authority, not exceeding $50,000,000, for and an behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, asbestos abatement contract bonds, waste management bonds, hazardous waste remediation bonds or black lung bonds), as follows: ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED THIRTY MILLION DOLLARS ($30,000,000) FOR ANY SINGLE OBLIGATION and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attumeys-in-Fact, pursuant to these presents, are ratified and confirmed. This document is not valid unless printedon colored background and is multi -colored. This intment is made under and by au[hodty of the board of directors at a special meeting held on February 18, 1982. This Power of Attorney is signed and scaled y facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18, 1982, RESOLVED that, the president, any vice-president, or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attorneys -in -fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings, recognizances, and suretyship obligations of all kinds; and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER, that any bond, undistaldng, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president; any vice president or assistant vice president, and attested and sealed (if a seat be required) by any secretary or assistant secretary; or (it) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attomey-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more a tumeys4ri-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER, that the signature of any authorized officer and the seal ofthe company may he affixed by facsimile to any Power of Attorney in certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer, and its corporate seal to be affixed this IST day of FEBRUARY, 2018. ,,,,,,,,,,,,, OLD REPUBLIC SURETY COMPANY q�y •1krykwN 1,4. J/'/`N]l.A*We- i STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS President On this 1ST day of FEBRUARY, 2018 , personally came before me, Alan Pavlic and Jane erntE�l ey to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly sworn, did severally depose and say; that they are the said officers of the corporation aforesaid, and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. y/% . �osAsa r . 1Notary Public 'soab� My commission expires: 9/28/2018 CERTIFICATE (Expiration of notary commission does not invalidate this instrument) I, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney, are now in force. 78-9450 .:op<'w+e;;4 Signed and sealed at the City of Brookfield, Wl this day of , SEAL`% 3 <: - n�t �.I. 1 MORE&NE-01 CLONGINO ACOR[3 CERTIFICATE OF LIABILITY INSURANCEDATE(MWDDist n711 Rnm R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) 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 certificate does not confer riahts to the certificate holder in lieu of such andnmamantrsl_ PRODUCER Spokane Office Pay newest insurance, Inc. 501 N. Riverpoint Blvd., Ste 403 Spokane, WA 99202 INSURED Moreno & Nelson Construction Corp PO Box 794 Walla Walla, WA 99362 COVERAGES CERTIFICATE NUMBER- RFvisunN w IMRPR• 838-3511 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL IN= SUBR Me POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR X X EPP0429721 03/20/2018 03/20/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO a NTEDD.cre50'000 PREMISES MED EXP (Any oneperson) $ 5,000 PERSONAL S ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY []�] jEcVT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 WA STOP GAP $ 1,000,000 A AUTOMOMLELMBILITY X ANYAUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOS ONLY ASTOSONLB X X EPP0429721 03/20/2018 03120/2019 COMBINED SINGLE LIMIT $ 1,000,000 BODILY INJURY Petperson) $ BODILY BgOqDILY INJURY Per accident $ PPeOa JY DAMAGE $ A X UMBRELLA DAB EXCESS UAB X OCCUR CLAIMS -MADE EPP0429721 03/20/2018 03/20/2019 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED X RETENTION$ 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETggORIPARTNERIEXECUTIVE (MinCatoryin NH7CLUDED9 If yes, describe under DESCRIPTION OF OPERATIONS below NIA I PER OTH- TAT ER E. L. EACH ACCIDENT $ E. L. DISEASE - EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACOR0101, Addkional Remarks Schedule, mey be attached if more space is required) Re: 17017 — Road 84 Safe Walking Route Connection, Project No. GR5-ST-7A-1801; State No. HLP-SRs17(007) The City of Pasco and all others as required by Main Contract are additional insured as per attached form. Coverage is primary and non-contributory. Waiver of Subrogation applies. City of Pasco Public Works/Engineering Division PO Box 293 Pasco, WA 99301 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACUHD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS' COMMERCIAL GENERAL LIABILITY BROADENED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Endorsement -Table of Contents: Coverage: Begins on Page: 1. Employee Benefit Liability Coverage.................................................................................... 2. Unintentional Failure to Disclose Hazards............................................................................ 3. Damage to Premises Rented to You................................................................. 4. Supplementary Payments................................................................................. 5. Medical Payments............................................................................................. 6. Voluntary Property Damage (Coverage a.) and Care, Custody or Control Liability Coverage (Coverage b.)...................................................................... 7. 180 Day Coverage for Newly Formed or Acquired Organizations .................... 8. Waiver of Subrogation...................................................................................... 9. Automatic Additional Insured - Specified Relationships: ................................ • Managers or Lessors of Premises, Lessor of Leased Equipment; Vendors; State or Political Subdivisions - Permits Relating to Premises, • State or Political Subdivisions - Permits; and Contractors' Operations 10. Broadened Contractual Liability - Work Within 50' of Railroad Property........... 11. Property Damage to Borrowed Equipment........................................................ 12. Employees as Insureds - Specified Health Care Services: ............................. Nurses; • Emergency Medical Technicians; and • Paramedics 93 Rrna lPnorl Kinti,A of rlrrnrr.,. B. Limits of Insurance: ................................. 9 ..............................10 ...............................10 ..............................10 .......................14 .......................14 .......................14 .......14 The Commercial General Liability Limits of Insurance apply to the insurance provided by this endorse- ment, except as provided below: 1. Employee Benefit Liability Coverage Each Employee Limit: $ 1,000,000 Aggregate Limit: $ 3,000,000 Deductible: $ 1,000 3. Damage to Premises Rented to You The lesser of: a. The Each Occurrence Limit shown in the Declarations, or b. $500,000 unless otherwise stated $ 4. Supplementary Payments a. Bail bonds: $ 1,000 b. Loss of earnings: $ 350 5. Medical Payments Medical Expense Limit: $ 10,000 Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 1 of 15 6. Voluntary Property Damage (Coverage a.) and Care, Custody or Control Liability Coverage (Coverage b.) Limits of Insurance (Each Occurrence) Coverage a.$1,000 Coverage b. $5,000 unless otherwise stated Deductibles (Each Occurrence) Coverage a. $250 Coverage b. $250 unless otherwise stated COVERAGE PREMIUM BASIS RATE ADVANCE PREMIUM (b) Payroll (For Limits in Excess of (For Limits in Excess of a. The following is added to SECTION I (c) Gross Sales $5,000) $5,000) Liability Coverage. (d) Units (1) Insuring Agreement ity to pay sums or perform e Other (a) We will pay those sums that unless explicitly provided for b. Care, Custody under Supplementary Pay - obligated to pay as dam- $ or Control (b) This insurance applies to ror or omission of sured, or of any other per- damages only if the act, er- TOTAL ANNUAL PREMIUM sured is legally liable, to 11. Property Damage to Borrowed Equipment Each Occurrence Limit: $ 10,000 Deductible: $ 250 C. Coverages: have used up the appli- cable limit of insurance 1. Employee Benefit Liability Coverage in the payment of a. The following is added to SECTION I judgments or settle- - COVERAGES: Employee Benefit ments. Liability Coverage. No other obligation or liabil- (1) Insuring Agreement ity to pay sums or perform acts or services is covered (a) We will pay those sums that unless explicitly provided for the insured becomes legally under Supplementary Pay - obligated to pay as dam- ments. ages caused by any act, er- the in- (b) This insurance applies to ror or omission of sured, or of any other per- damages only if the act, er- son for whose acts the in- ror or omission, is negli- sured is legally liable, to gently committed in the which this insurance ap- administration" of your plies. We will have the right "employee benefit pro - and duty to defend the in- gram", and sured against any "suit' 1) Occurs during the pol- seeking those damages. icy period; or However, we will have no duty to defend against any 2) Occurred prior to the "suit" seeking damages to effective date of this which this insurance does endorsement provided: not apply. We may, at our discretion, investigate any a) You did not have report of an act, error or knowledge of a omission and settle any claim or "suit" on claim or "suit" that may re- or before the ef- sult. But: fective date of this endorsement. 1) The amount we will pay for damages is limited You will be as described in SEC- deemed to have TION III - LIMITS OF knowledge of a INSURANCE; and claim or "suit' when any "author - 2) Our right and duty to ized representa- defend ends when we tive", Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 2 of 15 Damages arising out of fail- i) Reports all, or ure of performance of con- formance of investment tract by any insurer. any part, of the (d) Insufficiency of Funds vehicles; or act, error or omission to us Damages arising out of an 3) Advice given to any insufficiency of funds to meet any obligations under or any other any plan included in the person with respect to "employee benefit pro- insurer; gram". that person's decision (e) Inadequacy of Perform- (1) Refusal to employ; ance of Investment / Ad- to participate or not to vice Given With Respect ii) Receives a to Participation participate in any plan Any claim based upon: written or ver- 1 Failure of an invest- ) y included in the "em- ment to perform; bal demand or 2) Errors in providing in- ployee benefit pro- formation on past per- claim for dam- gram". ages because of the ad, er- (f)' WorkersCompensation P ror or omis- and Similar Laws sion; and Any claim arising out of your b) There is no other failure to comply with the applicable insur- mandatory provisions of any ance. workers' compensation, un- employment compensation (2) Exclusions insurance, social security or disability benefits law or any This insurance does not apply similar law. to: (g) ERISA (a) Bodily Injury, Property Damage or Personal and Damages for which any in - Advertising Injury sured is liable because of li- ability imposed on a fiduci- ary the Employee Re- dama e" or "personal and g p tiremant Income Security advertising injury". Act of 1974, as now or (b) Dishonest, Fraudulent, hereafter amended, or by Criminal or Malicious Act any similar federal, state or local laws. Damages arising out of any (h) Available Benefits intentional, dishonest, fraudulent, criminal or mali- Any claim for benefits to the cious act, error or omission, extent that such benefits are committed by any insured, available, with reasonable including the willful or reck- effort and cooperation of the less violation of any statute. insured, from the applicable (c) Failure to Perform a Con- funds accrued or other col - tract lectible insurance. Damages arising out of fail- (i) Taxes, Fines or Penalties ure of performance of con- Taxes, fines or penalties, tract by any insurer. including those imposed (d) Insufficiency of Funds under the Internal Revenue Code or any similar state or Damages arising out of an local law. insufficiency of funds to meet any obligations under Q) Employment -Related any plan included in the Practices "employee benefit pro- Any liability arising out of gram". any: (e) Inadequacy of Perform- (1) Refusal to employ; ance of Investment / Ad- vice Given With Respect (2) Termination of em - to Participation ployment; Any claim based upon: (3) Coercion, demotion, 1 Failure of an invest- ) y evaluation, reassign- ment, discipline, defa- ment to perform; mation, harassment, 2) Errors in providing in- humiliation, discrimina- formation on past per- tion or other employ - Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 3 of 15 ment-related practices, (e) A trust, you are an insured. acts or omissions; or Your trustees are also in - (4) Consequential liability sureds, but only with re- spect to their duties as trus- as a result of (1), (2) or tees. (3) above. (2) Each of the following is also an This exclusion applies insured: whether the insured may be held liable as an employer (a) Each of your "employees" or in any other capacity and who is or was authorized to to any obligation to share administer your "employee damages with or repay benefit program". someone else who must pay damages because of (b) Any persons, organizations the injury. or "employees" having proper temporary authoriza- (3) Supplementary Payments tion to administer your "em- ployee benefit program" if you die, but only until your SUPPLEMENTARY PAY- legal representative is ap- MENTS - COVERAGES A AND pointed. B also apply to this Coverage. b. Who is an Insured (c) Your legal representative if you die, but only with re - As respects Employee Benefit Liabil- sped to duties as such. ity Coverage, SECTION II -WHO IS That representative will AN INSURED is deleted in its en- have all your rights and du- tirety and replaced by the following: ties under this Coverage Part. (1) If you are designated in the Dec- eo-larations larationsas: (3) Any organization you newly ac- quire or fonn, other than a part - (a) An individual, you and your nership, joint venture or limited spouse are insureds, but liability company, and over only with respect to the con- which you maintain ownership or dud of a business of which majority interest, will qualify as a ' you are the sole owner. Named Insured if no other simi- lar insurance applies to that or - (b) A partnership or joint ven- ganization. However, coverage ture, you are an insured. under this provision: Your members, your part- ners, and their spouses are (a) Is afforded only until the also insureds but only with 180th day after you acquire respect to the conduct of or form the organization or your business. the end of the policy period, whichever is earlier, and (c) A limited liability company, you are an insured. Your (b) Does not apply to any act, members are also insureds, error or omission that was but only with respect to the committed before you ac - conduct of your business. quired or formed the organi- Your managers are insur- zation. eds, but only with respect to c. Limits of Insurance their duties as your manag- ers. As respects Employee Benefit Liabil- (d) An organization other than a ity Coverage, SECTION 111 - LIMITS partnership, joint venture or OF INSURANCE is deleted in its en - limited liability company, tirety and replaced by the following: you are an insured. Your (1) The Limits of Insurance shown "executive officers" and di- in Section B. Limits of Insur- rectors are insureds, but ance, 1. Employee Benefit Li - only with respect to their du- ability Coverage and the rules ties as your officers or direc- below fix the most we will pay tors. Your stockholders are regardless of the number of: also insureds, but only with respect to their liability as (a) Insureds; stockholders. Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 4 of 15 Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 5 of 15 (b) Claims made or "suits" (b) The deductible amount brought; stated in the Declarations applies to all damages sus- c Persons or organizations () 9 tained by any one "em - making claims or bringing ployee", including such "em - "suits"; ployee's" dependents and (d) Acts, errors or omissions; or beneficiaries, because of all ads, errors or omissions to (e) Benefits included in your which this insurance ap- "employee benefit pro- plies. gram". (c) The terms of this insurance, (2) The Aggregate Limit shown in including those with respect Section B. Limits of Insurance, to: 1. Employee Benefit Liability 1) Our right and duty to Coverage of this endorsement defend the insured is the most we will pay for all against any suits" damages because of acts, errors seeking those dam - or omissions negligently commit- "administration" ages; and ted in the of your "employee benefit pro- 2) Your duties, and the gram". duties of any other in - (3) Subject to the limit described in volved insured, in the (2) above, the Each Employee event of an act, error or Limit shown in Section B. Limits omission, or claim, of Insurance, 1. Employee apply irrespective of the ap- Benefit Liability Coverage of plication of the deductible this endorsement is the most we amount. will pay for all damages sus- tained by any one "employee", (d) We may pay any part or all including damages sustained by of the deductible amount to such "employee's" dependents effect settlement of any and beneficiaries, as a result of claim or "suit" and, upon no- tificationa of the action taken, () An act, error or omission; or you shall promptly reim- (b) A series of related acts, er- burse us for such part of the rors or omissions, regard- deductible amount as we less of the amount of time have paid. that lapses between such d. Additional Conditions acts, errors or omissions, As respects Employee Benefit Li- i- negligently ne li entl committed in the g 9 Y ability Coverage, SECTION IV - "administration" of your "em- COMMERCIAL GENERAL LIABIL- ployee benefit program". ITY CONDITIONS is amended as fol - However, the amount paid under lows: this endorsement shall not ex- (1) Item 2. Duties in the Event of ceed, and will be subject to the Occurrence, Offense, Claim or limits and restrictions that apply Suit is deleted in its entirety and to the payment of benefits in any replaced by the following: plan included in the "employee benefit program". 2. Duties in the Event of an Act, Error or Omission, or Claim or Suit (4) Deductible Amount a. You must see to it that we are noti- (a) Our obligation to pay dam- fied as soon as practicable of an act, ages on behalf of the in- error or omission which may result in sured applies only to the a claim. To the extent possible, no - amount of damages in ex- tice should include: cess of the deductible amount stated in the Decla- (1) What the act, error or omission rations as applicable to was and when it occurred; and Each Employee. The limits of insurance shall not be re- (2) The names and addresses of duced by the amount of this anyone who may suffer dam - deductible. ages as a result of the act, error or omission. Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 5 of 15 I b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. You and any other involved insured must: (1) Immediately send us copies of any demands, notices, sum- monses or legal papers received in connection with the claim or "suit"; (2) Authorize us to obtain records and other information, (3) Cooperate with us in the investi- gation or settlement of the claim or defense against the "suit"; and (4) Assist us, upon our request, in the enforcement of any right against any person or organiza- tion which may be liable to the insured because of an act, error or omission to which this insur- ance may also apply. d. No insured will, except at that in- sured's own cost, voluntarily make a payment, assume any obligation, or incur any expense without our con- sent. (2) Item 5. Other Insurance is de- leted in its entirety and replaced by the following: 5. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under this Coverage Part, our obligations are limited as follows: GA 233 02 07 a. Primary Insurance This insurance is pri- mary except when c. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in b. below. b. Method of Sharing If all of the other insur- ance permits contribu- tion by equal shares, we will follow this method also. Under this approach each in- surer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other in- surance does not per- mit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of in- surance to the total ap- plicable limits of insur- ance of all insurers. c. No Coverage This insurance shall not cover any loss for which the insured is en- titled to recovery under any other insurance in force previous to the ef- fective date of this Coverage Part. e. Additional Definitions As respects Employee Benefit Li- ability Coverage, SECTION V - DEFINITIONS is amended as fol- lows: (1) The following definitions are added: Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Administration" means: a. Providing information to "employees", including their dependents and beneficiaries, with re- spect to eligibility for or scope of "employee benefit programs", b. Interpreting the "em- ployee benefit pro- grams"; C. Handling records in connection with the "employee benefit pro- grams", or d. Effecting, continuing or terminating any "em- ployee's" participation Page 6 of 15 in any benefit included benefits, workers' com- in the "employee bene- pensation and disability fit program". benefits; and However, "administration" d. Vacation plans, includ- does not include: ing buy and sell pro- a. Handling payroll deduc- grams; leave of ab - tions; or sence programs, in - cludin g military, mater - b. The failure to effect or nity, family, and civil maintain any insurance leave; tuition assis- or adequate limits of tance plans; transporta- coverage of insurance, tion and health dub including but not limited subsidies. to unemployment in- (2) The following definitions are de- surance, social security leted in their entirety and re - benefits, workers' com- placed by the following: pensation and disability benefits. 21. "Suit" means a civil pro- 2. "Cafeteria plans" means ceeding in which money damages because of an act, plan authorized by applica- error or omission to which ble law to allow "employ- this insurance applies are ees" to elect to pay for cer- alleged. "Suit" includes: tain benefits with pre-tax dollars. a. An arbitration proceed - 3. "Employee benefit pro- ing in which such dam - ages are claimed and grams" means a program to which the insured providing some or all of the must submit or does following benefits to "em- submit with our con- ployees", whether provided sent; through a "cafeteria plan" or otherwise: b. Any other alternative a. Group life insurance; dispute resolution pro - ceeding in which such group accident or damages are claimed health insuranoe; den- and to which the In- tal, vision and hearing sured submits with our plans; and flexible consent; or spending accounts; provided that no one c. An appeal of a civil pro - other than an "em- ceeding. ployee" may subscribe to such benefits and 8. "Employee" means a per - such benefits are made son actively employed, for - generally available to merly employed, on leave of those "employees" who absence or disabled, or re - satisfy the plan's eligi- tired. "Employee" includes bility requirements, a "leased worker". "Em- ployee" does not include a b. Profit sharing plans, 'temporary worker". employee savings plans, employee stock 2. Unintentional Failure to Disclose Haz- ownership plans, pen- ards sion plans and stock SECTION IV -COMMERCIAL GENERAL subscription plans, pro- LIABILITY CONDITIONS, 7. Represen- vided that no one other tations is hereby amended by the addi- than an employee" tion of the following: may subscribe to such benefits and such Based on our dependence upon your rep - benefits are made gen- resentations as to eAsting hazards, if un- erally available to all intentionally you should fail to disclose all "employees" who are such hazards at the inception date of your eligible under the plan policy, we will not reject coverage under for such benefits; this Coverage Part based solely on such c. Unemployment insur- failure. ance, social security Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 7 of 15 cess of the deductible amount (1) Any person or organization de - stated in Section B. Limits of scribed in Paragraph 9.a.(2) be - Insurance, 6. Voluntary Prop- low (hereinafter referred to as erty Damage and Care, Cus- additional insured) whom you toy or Control Liability Cov- are required to add as an addi- erage of this endorsement. The tional insured under this Cover - limits of insurance will not be re- age Part by reason of: duced by the application of such deductible amount. (a) A written contract or agree- ment; or (2) Condition 2. Duties in the Event of Occurrence, Offense, (b) An oral agreement or con - Claim or Suit, applies to each tract where a certificate of claim or "suit" irrespective of the insurance showing that per - amount. son or organization as an additional insured has been (3) We may pay any part or all of issued, the deductible amount to effect settlement of any daim or "suit" is an insured, provided: and, upon notification of the ac- (a) The written or oral contract tion taken, you shall promptly re- or agreement is: imburse us for such part of the deductible amount as has been 1) Currently in effect or paid by us. becomes effective dur- 7. 180 Day Coverage for Newly Formed or ng the policy period; Acquired Organizations and SECTION II - WHO IS AN INSURED is 2) Executed prior to an amended as follows: occurrence" or offense to which this insurance Subparagraph a. of Paragraph 4. is would apply; and hereby deleted and replaced by the fol- (b) They are not specifically lowing: named as an additional in - a. Insurance under this provision is af- sured under any other pro - forded only until the 180th day after vision of, or endorsement you acquire or form the organization added to, this Coverage or the end of the policy period, Part. whichever is earlier; (2) Only the following persons or 8. Waiver of Subrogation organizations are additional in- sureds under this endorsement, SECTION IV - COMMERCIAL GENERAL and insurance coverage pro - LIABILITY CONDITIONS, 9. Transfer of vided to such additional insureds Rights of Recovery Against Others to is limited as provided herein: Us is hereby amended by the addition of the following: (a) The manager or lessor of a premises leased to you with We waive any right of recovery we may whom you have agreed per have because of payments we make for Paragraph 9.a.(1) above to injury or damage arising out of your ongo- provide insurance, but only ing operations or "your work' done under with respect to liability aris- a written contract requiring such waiver ing out of the ownership, with that person or organization and in- maintenance or use of that cluded in the "prod uctscompleted opera- part of a premises leased to tions hazard". However, our rights may you, subject to the following only be waived prior to the "occurrence" additional exclusions: giving rise to the injury or damage for which we make payment under this Cov- This insurance does not a p- erage Part. The insured must do nothing ply to: after a loss to impair our rights. At our "suit" 1) Any "occurrence" which request, the insured will bring or takes place after you transfer those rights to us and help us en- cease to a tenant in force those rights. that premises. 9. Automatic Additional Insured - Speci- 2) Structural alterations, fied Relationships new construction or a. The following is hereby added to demolition operations SECTION 11- WHO IS AN INSURED: performed by or on be - Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 10 of 15 I half of such additional solely for the pur- insured. pose of inspection, demonstration, (b) Any person or organization testing, or the from which you lease substitution of equipment with whom you under have agreed per Paragraph structparts he from the 9.a.(1) above to provide in- () p manufactonsurer, manufacturer, and surance. Such person(s) or then repackaged organization(s) are insureds in the original con - solely with respect to their tainer, liability arising out of the maintenance, operation or e) Any failure to use by you of equipment make such inspec- leased to you by such per- tions, adjustments, son(s) or organizations(s). tests or servicing However, this insurance as the vendor has does not apply to any "oc- agreed to make or currence" which takes place normally under - after the equipment lease takes to make in expires. the usual course (c) Any person or organization of business, in connection with (referred to below as ven- the distribution or dor) with whom you have sale of the prod - agreed per Paragraph 9.a.(1) above to provide in- surance, but only with re- f) Demonstration, in- spect to "bodily injury" or stallation, servic- "property damage" arising ing or repair op - out of "your products" which erations, except are distributed or sold in the such operations regular course of the ven- performed at the does business, subject to vendor's premises the following additional ex- in connection with clusions: the sale of the product; 1) The insurance afforded the vendor does not g) Products which, apply to: after distribution or a) "Bodily injury" or sale by you, have been labeled r "property damage" labeled usedd as for which the ven- r, part or a container, dor is obligated to ingredient of any pay damages by other thing or sub - reason of the as- stance by or for sumption of liabil- the vendor. ity in a contract or agreement. This 2) This insurance does exclusion does not not apply to any in - apply to liability for sured person or organi- damages that the zation: vendor would have in the absence of a) From whom you the contract or have acquired agreement; such products, or any ingredient, b) Any express war- part or container, ranty unauthorized entering into, ac - by you; companying or c) Any physical or containing such products; or chemical change in the product b) When liability in - made intentionally cluded within the by the vendor; "products - ) Repackaging, completed completed opera- tions hazard" has unless unpacked Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 11 of 15 I GA 233 02 07 been excluded (f) Any person or organization under this Cover- with which you have agreed age Part with re- per Paragraph 9.a.(1) above sped to such to provide insurance, but products. only with respect to liability d An state or political subdi- () y p arising out of "your work" performed for that additional vision with which you have insured by you or on your agreed per Paragraph behalf. A person or organi- 9.a.(1) above to provide in- zation's status as an insured surance, subject to the fol- under this provision of this lowing additional provision: endorsement continues for This insurance applies only only the period of time re - with respect to the following quired by the written con - hazards for which the state tract or agreement, but in no or political subdivision has event beyond the expiration issued a permit in connec- date of this Coverage Part. tion with premises you own, If there is no written contract rent or control and to which or agreement, or if no pe - this insurance applies: riod of time is required by the written contract or 1) The existence, mainte- agreement, a person or or- nance, repair, construc- ganization's status as an in - tion, erection, or re- sured under this endorse- moval of advertising ment ends when your op - signs, awnings, cano- erations for that insured are pies, cellar entrances, completed. coal holes, driveways, manholes, marquees, (3) Any insurance provided to an hoist away openings, additional insured designated sidewalk vaults, street under Paragraph 9.a.(2): banners, or decorations (a) Subparagraphs (e) and (f) and similar exposures; does not apply to "bodily in - or jury" or "property damage" 2) The construction, erec- included within the "prod - tion, or removal of ele- ucts-completed operations vators; or hazard"; 3) The ownership, main- (b) Subparagraphs (a), (b), (d), tenance, or use of any (e) and (f) does not apply to elevators covered by bodily injury', "property this insurance. damage" or "personal and advertising injury' arising (e) Any state or political subdi- out of the sole negligence or vision with which you have willful misconduct of the ad - agreed per Paragraph ditional insured or their 9.a.(1) above to provide in- agents, "employees" or any surance, subject to the fol- other representative of the lowing provisions: additional insured; or 1) This insurance applies (c) Subparagraph (f) does not only with respect to op- apply to "bodily injury", erations performed by "property damage" or "per - you or on your behalf sonal and advertising injury" for which the state or arising out of political subdivision has 1) Defects in design fur- issued a permit. nished by or on behalf 2) This insurance does of the additional in - not apply to "bodily in- sured, or jury", "property dam- age" or "personal and 2) The rendering of, or advertising injury" aris- failure to render, any ing out of operations professional architec- perfonned for the state tural, engineering or or political subdivision. surveying services, in- cluding: Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 12 of 15 a) The preparing, primary to other insurance approving or fail- available to the additional ing to prepare or insured except: approve maps, shop drawings, 1) As otherwise provided opinions, reports, in SECTION IV - surveys, field or- COMMERCIAL GEN- ders, change or- ERAL LIABILITY ders or drawings CONDITIONS, S. and specifications; Other Insurance, b. and Excess Insurance; or b) Supervisory, in- 2) For any other valid and spection, architec- collectible insurance tural or engineer- available to the addi- ing activities, tional insured as an additional insured by 3) "Your work" for which a attachment of an en - consolidated (wrap-up) dorsement to another insurance program has insurance policy that is been provided by the written on an excess primecontractor-project basis. In such case, manager or owner of the coverage provided the construction project under this endorsement in which you are in- shall also be excess. volved. (2) Condition 11. Conformance to b. Only with regard to insurance pro- Specific Written Contract or vided to an additional insured desig- Agreement is hereby added: nated under Paragraph 9.a.(2) Sub- paragraph (f) above, SECTION III - 11. Conformance to Specific LIMITS OF INSURANCE is amended Written Contract or to include: Agreement The limits applicable to the additional With respect to additional insured are those spedfied in the insureds described in Para - written contract or agreement or in graph 9.a.(2)(f) above only: the Dedarations of this Coverage If a written contract or Part, whichever are less. If no limits agreement between you are specified in the written contract or and the additional insured agreement, or if there is no written specifies that coverage for contract or agreement, the limits ap- the additional insured: plicable to the additional insured are those specified in the Dedarations of a. Be provided by the In - this Coverage Part. The limits of in- surance Services Office surance are indusive of and not in additional insured form addition to the limits of insurance number CG 20 10 or shown in the Declarations. CG 20 37 (where edi- c. SECTION IV - COMMERCIAL GEN- tion specified); or ERAL LIABILITY CONDITIONS is b. Include coverage for hereby amended as follows: completed operations; (1) Condition 5. Other Insurance is or amended to include: c. Include coverage for "your work'; (a) Where required by a written contract or agreement, this and where the limits or cov- insurance is primary and / erage provided to the addi- or noncontributory as re- tional insured is more re- spects any other insurance strictive than was specifi- policy issued to the addi- cally required in that written tional insured, and such contract or agreement, the other insurance policy shall terms of Paragraphs be excess and / or noncon- 9.a.(3)(a), 9.a.(3)(b) or 9.b. tributing, whichever applies, above, or any combination with this insurance. thereof, shall be interpreted (b) Any insurance provided by as providing the limits or coverage required the this endorsement shall be o terms of the written contract Indudes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 13 of 15 I or agreement, but only to the extent that such limits or coverage is included within the terms of the Coverage Part to which this endorse- ment is attached. If, how- ever, the written contract or agreement specifies the In- surance Services Office ad- ditional insured form num- ber CG 20 10 but does not specify which edition, or specifies an edition that does not exist, Paragraphs 9.a.(3)(a) and 9.a.(3)(b) of this endorsement shall not apply and Paragraph 9.b. of this endorsement shall ap- ply- 10. Broadened Contractual Liability - Work Within 50' of Railroad Property It is hereby agreed that Paragraph f.(1) of Definition 12. "Insured contract" (SEC- TION V - DEFINITIONS) is deleted. 11. Property Damage to Borrovmd Equip- ment a. The following is hereby added to Ex- clusion j. Damage to Property of Paragraph 2., Exclusions of EC - TION I- COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY: Paragraphs (3) and (4) of this exclu- sion do not apply to tools or equip- ment loaned to you, provided they are not being used to perform opera- tions at the time of loss. b. With respect to the insurance pro- vided by this section of the endorse- ment, the following additional provi- sions apply: (1) The Limits of insurance shown in the Declarations are replaced by the limits designated in Section B. Limits of Insurance, 11. of this endorsement with respect to coverage provided by this en- dorsement. These limits are in- clusive of and not in addition to the limits being replaced. The Limits of Insurance shown in Section B. Limits of Insurance, 11. of this endorsement fix the most we will pay in any one "oc- currence" regardless of the number of: (a) Insureds; (b) Claims made or "suits" brought; or GA 233 02 07 (c) Persons or organizations making claims or bring "suits". (2) Deductible Clause (a) Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible amount stated in Section B. Limits of Insur- ance, 11. of this endorse- ment. The limits of insur- ance will not be reduced by the application of such De- ductible amount. (b) Condition 2. Duties in the Event of Occurrence, Of- fense, Claim or Suit, ap- plies to each claim or "suit' irrespective of the amount. (c) We may pay any part or all of the deductible amount to effect settlement of any claim or"suit" and, upon no- tification of the action taken, you shall promptly reim- burse us for such part of the deductible amount as has been paid by us. 12. Employees as Insureds - Specified Health Care Services It is hereby agreed that Paragraph 2.a.f1Nd) of SECTION 11 - WHO IS AN INS E , does not apply to your "em- ployees" who provide professional health care services on your behalf as duly li- censed: a. Nurses; b. Emergency Medical Technicians; or c. Paramedics, in the jurisdiction where an "occurrence" or offense to which this insurance applies takes place. 13. Broadened Notice of Occurrence Paragraph a. of Condition 2. Duties in the Event of Occurrence, Offense, Claim or Suit (SECTION IV - COMMER- CIAL GENERAL LIABILITY CONDI- TIONS) is hereby deleted and replaced by the following: a. You must see to it that we are noti- fied as soon as practicable of an "oc- currence" or an offense which may result in a claim. To the extent pos- sible, notice should include: (1) How, when and where the "oc- currence" or offense took place; Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 14 of 15 (2) The names and addresses of any injured persons and wit- nesses; and (3) The nature and location of any injury or damage arising out of the 'occurrence" or offense. This requirement applies only when the 'occurrence" or offense is known to an "authorized representative". Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 15 of 15 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, ADDITIONAL INSURED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 03/20/2018 Policy Number: EPP0429721 Named Insured: Moreno 8, Nelson Countersigned by: With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SECTION II - LIABILITY COVERAGE, A. Cover- age, I. Who is an Insured is amended to include as an insured any person or organization with which you have agreed in a valid written contract to provide insurance as is afforded by this policy. This provision is limited to the scope of the valid written contract. This provision does not apply unless the valid written contract has been executed prior to the "bodily injury" or "property damage". AA 4171 11 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, BLANKET WAIVER OF SUBROGATION - AUTO This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 03-20-2018 I Policy Number: EPP0429721 Named Insured: Moreno & Nelson Countersigned by: With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. 1. Blanket Waiver of Subrogation SECTION IV - BUSINESS AUTO CONDI- TIONS, A. Loss Conditions, 5. Transfer of Rights of Recovery Against Others to Us is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because AA 4172 09 09 of payments we make for "bodily injury" or "property damage" arising out of the operation of a covered "auto" when you have assumed liability for such "bodily injury" or "property damage" under an "insured contract", pro- vided the "bodily injury" or "property damage" occurs subsequent to the execution of the "in- sured contract'. gate Limit of Insurance, Paragraph 2.b., or the Construction Project General Ag- gregate Limit of Insurance, Paragraph 2.c. applies. b. A separate Location General Aggregate Limit of Insurance, equal to the amount of the General Aggregate Limit shown in the 3. Declarations, shall apply to each location owned by, or rented or leased to you and is the most we will pay for the sum of: (1) Damages under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, except dam- ages because of "bodily injury" or 4. "property damage" included in the "products -completed operations hazard": and (2) Medical expenses under COVER- AGE C. MEDICAL PAYMENTS, which can be attributed to operations at only a single location owned by, or rented or leased to you. c. A separate Construction Project General Aggregate Limit of Insurance, equal to the amount of the General Aggregate Limit shown in the Declarations, shall ap- ply to each construction project and is the most we will pay for the sum of: your behalf at the same location for the same persons or organizations, no matter how often or under how many different contracts, will be deemed to be a single construction project. The Products -Completed Operations Aggre- gate Limit is the most we will pay under COV- ERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY for damages be- cause of "bodily injury" and "property dam- age" included in the "products -completed op- erations hazard". Subject to 2.a. above, the Personal and Ad- vertising Injury Limit is the most we will pay under COVERAGE B. PERSONAL AND AD- VERTISING INJURY LIABILITY for the sum of all damages because of all "personal and ad- vertising injury" sustained by any one person or organization. 5. Subject to 2. or 3, above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LI- ABILITY: and (1) Damages under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, except dam- ages because of "bodily injury" or 6• "property damage" included in the "products -completed operations hazard"; and (2) Medical expenses under COVER- AGE C. MEDICAL PAYMENTS; which can be attributed only to ongoing operations and only at a single construc- tion project. d. Only for the purpose of determining which General Aggregate Limit of Insurance, 2.a., 2.b., or 2.c., applies: (1) Location means premises involving the same or connecting lots, or premises, whose connection is inter- rupted only by a street, roadway, waterway or right-of-way of a rail- road. (2) Construction project means a loca- tion you do not own, rent or lease where ongoing improvements, al- terations, installation, demolition or maintenance work is performed by you or on your behalf. All connected ongoing improvements, alterations, installation, demolition or mainte- nance work performed by you or on b. Medical expenses under COVERAGE C. MEDICAL PAYMENTS; because of all "bodily injury" and "property damage" arising out of any one "occurrence". Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY for dam- ages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. 7. Subject to 5, above, the Medical Expense Limit is the most we will pay under COVER- AGE C. MEDICAL PAYMENTS for all medical expenses because of "bodily injury" sustained by any one person. The Limits of Insurance of this Coverage Part ap- ply separately to each "coverage term". SECTION IV - COMMERCIAL GENERAL LI- ABILITY CONDITIONS Bankruptcy Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part. 2. Duties in the Event of Occurrence, Offense, Claim or Suit a. You must see to it that we are notified as soon as practicable of an "occurrence" or Includes copyrighted material of Insurance GA 101 12 04 Services Office, Inc., with its permission. Page 13 of 22 PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, as principal, and a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at . Washington, this day of 2018. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on 2018, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said the above bounden principal, a certain contract, the same contract being numbered PROJECT #GRS-ST-7A-1801 and providing for 17017 — Road 84 Safe Walking Route Connection (which contract is referred to herein and is made a part hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. NOW, THEREFORE, if the said shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to Form: Surety PB -1 contractor PREVAILING WAGE RATE REFERENCE The State of Washington prevailing wage rates applicable for this public works project, which is located in Franklin County, may be found at the following website address of the Department of Labor & Industries: https://fortress.wa.gov/Ini/wagelookup/prvwagelookup.aspx Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is March 3, 2018 (30 days after last publication date of February 1, 2018). A copy of the applicable prevailing wage rates are also available for viewing at the office of the City Engineer, located at 525 North 3rd, Pasco, Washington. Upon request, the City will mail a hard copy of the applicable prevailing wages for this project. Please forward your request in writing to the address above, or by calling (509) 545-3444. PWR-1 SPECIAL PROVISIONS City of Pasco Special Provisions 1 CITY OF PASCO 2 17017 — Road 84 Safe Walking Route Connection 3 Project No. GR5-ST-7A-1801, State No. HLP-SR17(007) 4 5 INTRODUCTION TO THE SPECIAL PROVISIONS 6 7 (August 14, 2013 APWA GSP) 8 9 The work on this project shall be accomplished in accordance with the Standard 10 Specifications for Road, Bridge, and Municipal Construction, 2018 Edition, as issued by 11 the Washington State Department of Transportation (WSDOT) and the American Public 12 Works Association (APWA), Washington State Chapter (hereafter "Standard 13 Specifications"). The Standard Specifications, as modified or supplemented by the 14 Amendments to the Standard Specifications and these Special Provisions, all of which 15 are made a part of the Contract Documents, shall govern all of the Work. 16 17 These Special Provisions are made up of both General Special Provisions (GSPs) from 18 various sources, which may have project -specific fill-ins; and project -specific Special 19 Provisions. Each Provision either supplements, modifies, or replaces the comparable 20 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or 21 addition to any subsection or portion of the Standard Specifications is meant to pertain 22 only to that particular portion of the section, and in no way should it be interpreted that 23 the balance of the section does not apply. 24 25 The project -specific Special Provisions are not labeled as such. The GSPs are labeled 26 under the headers of each GSP, with effective date of the GSP and its source. For 27 example: 28 29 (March 8, 2013, APWA GSP) 30 (April 1, 2013 WSDOT GSP) 31 (May 1, 2013, COP GSP) 32 33 Also incorporated into the Contract Documents by reference are: 34 35 a Manual on Uniform Traffic Control Devices for Streets and Highways, 36 currently adopted edition, with Washington State modifications, if any 37 0 Standard Plans for Road, Bridge, and Municipal Construction, 38 WSDOT/APWA, current edition 39 0 City of Pasco Standard Plans and Materials List 40 0 City of Pasco Amendment to the Standard Specifications 41 42 Contractor shall obtain copies of these publications, at Contractor's own expense. 43 44 45 46 47 48 Road 84 Safe Walking Route SP 1 of 24 1 DIVISION 1 2 GENERAL REQUIREMENTS 3 4 DESCRIPTION OF WORK 5 (March 13, 1995 WSDOT GSP) 6 7 This Contract provides for the improvement of "'installation of rectangular rapid 8 flashing beacons (RRFBs) and associated signage, sidewalks, ADA curb ramps, 9 curb and gutter, crosswalk striping"' and other work, all in accordance with the 10 attached Contract Plans, these Contract Provisions, and the Standard Specifications. 11 12 1-02 Bid Procedures and Conditions 13 14 1-02.1 Prequalification of Bidders 15 16 Supplement this section with the following: 17 18 Any references to bidders or sub -contractors requiring to be pre -qualified shall be 19 deleted. 20 21 1-02.7 Bid Deposit 22 (March 8, 2013 APWA GSP) 23 24 Supplement this section with the following: 25 26 Bid bonds shall contain the following: 27 1. Contracting Agency -assigned number for the project; 28 2. Name of the project; 29 3. The Contracting Agency named as obligee; 30 4. The amount of the bid bond stated either as a dollar figure or as a percentage 31 which represents five percent of the maximum bid amount that could be 32 awarded; 33 5. Signature of the bidder's officer empowered to sign official statements. The 34 signature of the person authorized to submit the bid should agree with the 35 signature on the bond, and the title of the person must accompany the said 36 signature; 37 6. The signature of the surety's officer empowered to sign the bond and the power 38 of attorney. 39 40 If so stated in the Contract Provisions, bidder must use the bond form included in the 41 Contract Provisions. 42 43 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 44 Road 84 Safe Walking Route SP 2 of 24 1 1-02.9 Delivery of Proposal 2 (July 31, 2017 APWA GSP, Option A) 3 4 Delete this section and replace it with the following: 5 6 Each Proposal shall be submitted in a sealed envelope, with the Project Name and 7 Project Number as stated in the Call for Bids clearly marked on the outside of the 8 envelope, or as otherwise required in the Bid Documents, to ensure proper handling 9 and delivery. 10 11 If the project has FHWA funding and requires UDBE Written Confirmation 12 Document(s) or Good Faith Effort (GFE) Documentation, then to be considered 13 responsive, the Bidder shall submit Written Confirmation Documentation from each 14 UDBE firm listed on the Bidder's completed UDBE Utilization Certification, form 272- 15 056U, as required by Section 1-02.6. The UDBE Written Confirmation Document(s) 16 and/or GFE (if any) shall be received either with the Bid Proposal or as a 17 Supplement to the Bid. The document(s) shall be received no later than 24 hours 18 (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid 19 Proposal. 20 21 The Bidder shall submit to the Contracting Agency a signed "Certification of 22 Compliance with Wage Payment Statutes" document where the Bidder under penalty 23 of perjury verifies that the Bidder is in compliance with responsible bidder criteria in 24 RCW 39.04.350 subsection (1) (g), as required per Section 1-02.14. The 25 "Certification of Compliance with Wage Payment Statutes" document shall be 26 received either with the Bid Proposal or no later than 24 hours (not including 27 Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. 28 29 If submitted after the Bid Proposal is due, the document(s) must be submitted in a 30 sealed envelope labeled the same as for the Proposal, with "Supplemental 31 Information" added. All other information required to be submitted with the Bid 32 Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call 33 for Bids. 34 35 The Contracting Agency will not open or consider any Bid Proposal that is received 36 after the time specified in the Call for Bids for receipt of Bid Proposals, or received in 37 a location other than that specified in the Call for Bids. The Contracting Agency will 38 not open or consider any "Supplemental Information" (UDBE confirmations, GFE 39 documentation, or Certification of Compliance with Wage Payment Statutes) that is 40 received after the time specified above, or received in a location other than that 41 specified in the Call for Bids. 42 43 44 1-05 Control of Work 45 46 1-05.3(1) Project Record Drawings (New Section) 47 48 The following new section shall be added to the Standard Specifications: 49 Road 84 Safe Walking Route SP 3 of 24 1 The Contractor shall maintain a neatly marked, full-size set of record drawings 2 showing the final location and layout of all new construction. Drawings shall be 3 kept current weekly, with all field instruction, change orders, and construction 4 adjustment. 5 6 The preparation and upkeep of the Record Drawings is to be the assigned 7 responsibility of a single, experienced, and qualified individual. The quality of the 8 Record Drawings, in terms of accuracy, clarity, and completeness, is to be 9 adequate to allow the Contracting Agency to modify the computeraided drafting 10 (CAD) Contract Drawings to produce a complete set of Record Drawings for the 11 Contracting Agency without further investigative effort by the Contracting Agency. 12 13 The Record Drawing markups shall document all changes in the Work, both 14 concealed and visible. 15 Items that must be shown on the markups include but are not limited to: 16 17 • Actual Dimensions, arrangement, and materials used when different than 18 shown in the 19 Plans. 20 • Changes made by Change Order or Field Order. 21 • Changes made by the Contractor. 22 • Accurate locations, both horizontally and vertically, of storm sewer, 23 sanitary sewer, water mains and other water appurtenances, structures, 24 conduits, light standards, vaults, width of roadways, sidewalks, 25 landscaping area, building footprints, channelization and pavement 26 markings, etc. Include pipe invert elevations, top of castings (manholes, 27 inlets, etc.). 28 29 Drawings shall be subject to the inspection by the Engineer at all times. Prior to 30 acceptance of the work, the Contractor shall deliver to the Engineer one set of 31 neatly marked record drawings showing the information required above. 32 33 Requests for partial payment will not be approved if the marked -up prints are not 34 kept current, and request for final payment will not be approved until the fully 35 complete marked -up prints are delivered to and accepted by the Engineer. 36 37 1-05.4 Conformity With and Deviations from Plans and Stakes 38 (April 1, 2013 WSDOT GSP) 39 Section 1-05.4 is supplemented with the following: 40 41 Contractor Surveying - Roadway 42 Copies of the Contracting Agency provided primary survey control data are available 43 for the bidder's inspection at the office of the Project Engineer. 44 45 The Contractor shall be responsible for setting, maintaining, and resetting all 46 alignment stakes, slope stakes, and grades necessary for the construction of the 47 roadbed, drainage, surfacing, paving, channelization and pavement marking, 48 illumination and signals, guardrails and barriers, and signing. Except for the survey 49 control data to be furnished by the Contracting Agency, calculations, surveying, and Road 84 Safe Walking Route SP 4 of 24 1 measuring required for setting and maintaining the necessary lines and grades shall 2 be the Contractor's responsibility. 3 4 The Contractor shall inform the Engineer when monuments are discovered that 5 were not identified in the Plans and construction activity may disturb or damage the 6 monuments. All monuments noted on the plans "DO NOT DISTURB" shall be 7 protected throughout the length of the project or be replaced at the Contractors 8 expense. 9 10 Detailed survey records shall be maintained, including a description of the work 11 performed on each shift, the methods utilized, and the control points used. The 12 record shall be adequate to allow the survey to be reproduced. A copy of each 13 day's record shall be provided to the Engineer within three working days after the 14 end of the shift. 15 16 The meaning of words and terms used in this provision shall be as listed in 17 "Definitions of Surveying and Associated Terms" current edition, published by the 18 American Congress on Surveying and Mapping and the American Society of Civil 19 Engineers. 20 21 The survey work shall include but not be limited to the following: 22 23 1. Verify the primary horizontal and vertical control furnished by the 24 Contracting Agency, and expand into secondary control by adding stakes 25 and hubs as well as additional survey control needed for the project. 26 Provide descriptions of secondary control to the Contracting Agency. The 27 description shall include coordinates and elevations of all secondary 28 control points. 29 30 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or 31 marks on centerline or on offsets to centerline at all curve points (PCs, 32 PTs, and PIs) and at points on the alignments spaced no further than 50 33 feet. 34 35 3. Establish clearing limits, placing stakes at all angle points and at 36 intermediate points not more than 50 feet apart. The clearing and 37 grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond 38 the top of a cut unless otherwise shown in the Plans. 39 40 4. Establish grading limits, placing slope stakes at centerline increments not 41 more than 50 feet apart. Establish offset reference to all slope stakes. If 42 Global Positioning Satellite (GPS) Machine Controls are used to provide 43 grade control, then slope stakes may be omitted at the discretion of the 44 Contractor 45 46 5. Establish the horizontal and vertical location of all drainage features, 47 placing offset stakes to all drainage structures and to pipes at a horizontal 48 interval not greater than 25 feet. 49 Road 84 Safe Walking Route SP 5 of 24 1 6. Establish roadbed and surfacing elevations by placing stakes at the top of 2 subgrade and at the top of each course of surfacing. Subgrade and 3 surfacing stakes shall be set at horizontal intervals not greater than 50 feet 4 in tangent sections, 25 feet in curve sections with a radius less than 300 5 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 6 feet. Transversely, stakes shall be placed at all locations where the 7 roadway slope changes and at additional points such that the transverse 8 spacing of stakes is not more than 12 feet. If GPS Machine Controls are 9 used to provide grade control, then roadbed and surfacing stakes may be 10 omitted at the discretion of the Contractor. 11 12 7. Establish intermediate elevation benchmarks as needed to check work 13 throughout the project. 14 15 8. Provide references for paving pins at 25 -foot intervals or provide 16 simultaneous surveying to establish location and elevation of paving pins 17 as they are being placed. 18 19 9. For all other types of construction included in this provision, (including but 20 not limited to channelization and pavement marking, illumination and 21 signals, guardrails and barriers, and signing) provide staking and layout as 22 necessary to adequately locate, construct, and check the specific 23 construction activity. 24 25 10. Contractor shall determine if changes are needed to the profiles or 26 roadway sections shown in the Contract Plans in order to achieve proper 27 smoothness and drainage where matching into existing features, such as a 28 smooth transition from new pavement to existing pavement. The 29 Contractor shall submit these changes to the Project Engineer for review 30 and approval 10 days prior to the beginning of work. 31 32 The Contractor shall provide the Contracting Agency copies of any calculations and 33 staking data when requested by the Engineer. 34 35 To facilitate the establishment of these lines and elevations, the Contracting Agency 36 will provide the Contractor with primary survey control information consisting of 37 descriptions of two primary control points used for the horizontal and vertical control, 38 and descriptions of two additional primary control points for every additional three 39 miles of project length. Primary control points will be described by reference to the 40 project alignment and the coordinate system and elevation datum utilized by the 41 project. In addition, the Contracting Agency will supply horizontal coordinates for 42 the beginning and ending points and for each Point of Intersection (PI) on each 43 alignment included in the project. 44 45 The Contractor shall ensure a surveying accuracy within the following tolerances: 46 Road 84 Safe Walking Route SP 6 of 24 1 Vertical Horizontal 2 Slope stakes ±0.10 feet ±0.10 feet 3 Subgrade grade stakes set 4 0.04 feet below grade ±0.01 feet ±0.5 feet 5 (parallel to alignment) 6 ±0.1 feet 7 (normal to alignment) 8 9 Stationing on roadway N/A ±0.1 feet 10 Alignment on roadway N/A ±0.04 feet 11 Surfacing grade stakes ±0.01 feet ±0.5 feet 12 (parallel to alignment) 13 ±0.1 feet 14 (normal to alignment) 15 16 Roadway paving pins for 17 surfacing or paving ±0.01 feet ±0.2 feet 18 (parallel to alignment) 19 ±0.1 feet 20 (normal to alignment) 21 22 The Contracting Agency may spot-check the Contractor's surveying. These spot - 23 checks will not change the requirements for normal checking by the Contractor. 24 25 When staking roadway alignment and stationing, the Contractor shall perform 26 independent checks from different secondary control to ensure that the points 27 staked are within the specified survey accuracy tolerances. 28 29 The Contractor shall calculate coordinates for the alignment. The Contracting 30 Agency will verify these coordinates prior to issuing approval to the Contractor for 31 commencing with the work. The Contracting Agency will require up to seven 32 calendar days from the date the data is received. 33 34 Contract work to be performed using contractor -provided stakes shall not begin until 35 the stakes are approved by the Contracting Agency. Such approval shall not relieve 36 the Contractor of responsibility for the accuracy of the stakes. 37 38 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes 39 are needed that are not described in the Plans, then those stakes shall be marked, 40 at no additional cost to the Contracting Agency as ordered by the Engineer. 41 42 Payment 43 Payment will be made in accordance with Section 1-04.1 for the following bid item 44 when included in the proposal: 45 46 'Roadway Surveying", lump sum. 47 48 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, 49 equipment, materials, and supervision utilized to perform the Work specified, Road 84 Safe Walking Route SP 7 of 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-07 Legal Relations and Responsibilities to the Public 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following address and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Basin Disposal, Inc. 509-547-2476 Cascade Natural Gas Arnie Garza 509-736-5563 509-619-5282 Centuryl-ink Tobias Mears 509-305-7503 Charter Communications Raul Ramirez 509-222-2521 City of Pasco PW Engineering Kent McCue 509-545-3444 City of Pasco PW Operations Kim Hoist 509-545-3463 Franklin County Irrigation Dist. John Burns 509-547-3831 Franklin County PUD Aaron Gonzalez 509-546-5953 Franklin County PW 509-545-3514 Pasco School Dist., Transp. 509-547-2510 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Road 84 Safe Walking Route SP 8 of 24 1 Washington. The Contracting Agency reserves the right to approve or reject the 2 insurance provided, based on the insurer's financial condition. 3 4 B. The Contractor shall keep this insurance in force without interruption from the 5 commencement of the Contractor's Work through the term of the Contract and for 6 thirty (30) days after the Physical Completion date, unless otherwise indicated below. 7 8 C. If any insurance policy is written on a claims made form, its retroactive date, and that 9 of all subsequent renewals, shall be no later than the effective date of this 10 Contract. The policy shall state that coverage is claims made, and state the 11 retroactive date. Claims -made form coverage shall be maintained by the Contractor 12 for a minimum of 36 months following the Completion Date or earlier termination of 13 this Contract, and the Contractor shall annually provide the Contracting Agency with 14 proof of renewal. If renewal of the claims made form of coverage becomes 15 unavailable, or economically prohibitive, the Contractor shall purchase an extended 16 reporting period ("tail") or execute another form of guarantee acceptable to the 17 Contracting Agency to assure financial responsibility for liability for services 18 performed. 19 20 D. 21 22 23 24 25 26 27 E. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self- insurance, or self-insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. Road 84 Safe Walking Route SP 9 of 24 1 1-07.18(2) Additional Insured 2 All insurance policies, with the exception of Workers Compensation, and of Professional 3 Liability and Builder's Risk (if required by this Contract) shall name the following listed 4 entities as additional insured(s) using the forms or endorsements required herein: 5 the Contracting Agency and its officers, elected officials, employees, agents, and 6 volunteers 7 8 The above -listed entities shall be additional insured(s) for the full available limits of 9 liability maintained by the Contractor, irrespective of whether such limits maintained by 10 the Contractor are greater than those required by this Contract, and irrespective of 11 whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) 12 describes limits lower than those maintained by the Contractor. 13 14 For Commercial General Liability insurance coverage, the required additional insured 15 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 16 operations and CG 20 37 10 01 for completed operations. 17 18 1-07.18(3) Subcontractors 19 The Contractor shall cause each Subcontractor of every tier to provide insurance 20 coverage that complies with all applicable requirements of the Contractor - 21 provided insurance as set forth herein, except the Contractor shall have sole 22 responsibility for determining the limits of coverage required to be obtained by 23 Subcontractors. 24 25 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 26 1-07.18(2) as additional insureds, and provide proof of such on the policies as required 27 by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO 28 CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 29 30 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 31 Agency evidence of insurance and copies of the additional insured endorsements of 32 each Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 33 34 1-07.18(4) Verification of Coverage 35 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 36 endorsements for each policy of insurance meeting the requirements set forth herein 37 when the Contractor delivers the signed Contract for the work. Failure of Contracting 38 Agency to demand such verification of coverage with these insurance requirements or 39 failure of Contracting Agency to identify a deficiency from the insurance documentation 40 provided shall not be construed as a waiver of Contractor's obligation to maintain such 41 insurance. 42 43 Verification of coverage shall include: 44 1. An ACORD certificate or a form determined by the Contracting Agency to be 45 equivalent. 46 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 47 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may Road 84 Safe Walking Route SP 10 of 24 I submit a copy of any blanket additional insured clause from its policies instead of a 2 separate endorsement. 3 3. Any other amendatory endorsements to show the coverage required herein. 4 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 5 these requirements — actual endorsements must be submitted. 6 7 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 8 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 9 required on this Project, a full and certified copy of that policy is required when the 10 Contractor delivers the signed Contract for the work. 11 12 1-07.18(5) Coverages and Limits 13 The insurance shall provide the minimum coverages and limits set forth below. 14 Contractor's maintenance of insurance, its scope of coverage, and limits as required 15 herein shall not be construed to limit the liability of the Contractor to the coverage 16 provided by such insurance, or otherwise limit the Contracting Agency's recourse to any 17 remedy available at law or in equity. 18 19 All deductibles and self-insured retentions must be disclosed and are subject to approval 20 by the Contracting Agency. The cost of any claim payments falling within the deductible 21 or self-insured retention shall be the responsibility of the Contractor. In the event an 22 additional insured incurs a liability subject to any policy's deductibles or self-insured 23 retention, said deductibles or self-insured retention shall be the responsibility of the 24 Contractor. 25 26 1-07.18(5)A Commercial General Liability 27 Commercial General Liability insurance shall be written on coverage forms at least as 28 broad as ISO occurrence form CG 00 01, including but not limited to liability arising from 29 premises, operations, stop gap liability, independent contractors, products -completed 30 operations, personal and advertising injury, and liability assumed under an insured 31 contract. There shall be no exclusion for liability arising from explosion, collapse or 32 underground property damage. 33 34 The Commercial General Liability insurance shall be endorsed to provide a per project 35 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 36 37 Contractor shall maintain Commercial General Liability Insurance arising out of the 38 Contractor's completed operations for at least three years following Substantial 39 Completion of the Work. 40 41 Such policy must provide the following minimum limits: 42 $1,000,000 Each Occurrence 43 $2,000,000 General Aggregate 44 $2,000,000 Products & Completed Operations Aggregate 45 $1,000,000 Personal & Advertising Injury each offence 46 $1,000,000 Stop Gap / Employers' Liability each accident 47 48 Road 84 Safe Walking Route SP 11 of 24 1 1-07.18(5)B Automobile Liability 2 Automobile Liability shall cover owned, non -owned, hired, and leased vehicles; and shall 3 be written on a coverage form at least as broad as ISO form CA 00 01. If the work 4 involves the transport of pollutants, the automobile liability policy shall include MCS 90 5 and CA 99 48 endorsements. 6 7 Such policy must provide the following minimum limit: 8 $1,000,000 Combined single limit each accident 9 10 1-07.18(5)C Workers' Compensation 11 The Contractor shall comply with Workers' Compensation coverage as required 12 by the Industrial Insurance laws of the State of Washington. 13 14 1-07.23 Public Convenience and Safety 15 16 1-07.23(1) Construction Under Traffic 17 18 Section 1-07.23(1) is supplemented with the following: 19 20 (January 2, 2012 WSDOT GSP) 21 Work Zone Clear Zone 22 The Work Zone Clear Zone (WZCZ) applies during working and 23 nonworking hours. The WZCZ applies only to temporary roadside objects 24 introduced by the Contractor's operations and does not apply to 25 preexisting conditions or permanent Work. Those work operations that are 26 actively in progress shall be in accordance with adopted and approved 27 Traffic Control Plans, and other contract requirements. 28 29 During nonworking hours equipment or materials shall not be within the 30 WZCZ unless they are protected by permanent guardrail or temporary 31 concrete barrier. The use of temporary concrete barrier shall be permitted 32 only if the Engineer approves the installation and location. 33 During actual hours of work, unless protected as described above, only 34 materials absolutely necessary to construction shall be within the WZCZ 35 and only construction vehicles absolutely necessary to construction shall 36 be allowed within the WZCZ or allowed to stop or park on the shoulder of 37 the roadway. 38 39 The Contractor's nonessential vehicles and employees private vehicles 40 shall not be permitted to park within the WZCZ at any time unless 41 protected as described above. 42 43 Deviation from the above requirements shall not occur unless the 44 Contractor has requested the deviation in writing and the Engineer has 45 provided written approval. 46 47 Minimum WZCZ distances are measured from the edge of traveled way 48 and will be determined as follows: 49 Road 84 Safe Walking Route SP 12 of 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Regulatory Posted Speed Distance From Traveled Way Feet 35 mph or less 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-08 Prosecution and Progress 1-08.5 Time for Completion (March 13, 1995 WSDOT GSP) Section 1-08.5 is supplemented with the following: This project shall be physically completed within *** 30 *** working days. 1-10 Temporary Traffic Control 1-10.1(2) Description (xxxxxx) Section 1-10.1(2) is supplemented with the following: Site specific Traffic Control Plans shall be submitted by the contractor for review at or before the pre -construction meeting. Notification of the type and location of traffic control devices shall be given to the Contracting Agency for review a minimum of two (2) working days prior to the set-up of any traffic control devices. The Contractor will be required to erect, maintain and take down the traffic control devices. This work includes sidewalk closures/detours and all pedestrian traffic control as well. All roadways and driveways must be fully open to traffic during non -working hours. All traffic control devices remaining in place during evening hours must be lighted or reflectorized per the current adopted version of the MUTCD. Written notice shall be given to the affected residents/business owners along the street five (5) working days prior to the disruption of traffic, including when their access is to be affected. The Contractor shall notify, in advance, Ben -Franklin Transit if at any point during construction the traffic control would affect their timing/routes. The Contractor shall notify dispatch each day traffic control devices are used of the location and time traffic control devices will be in place and again when traffic control devices are removed. Dispatch can be reached at 509-545- 3510. 1-10.4(1) Lump Sum Bid for Project (No Unit Items) (August 2, 2004 WSDOT GSP) Road 84 Safe Walking Route SP 13 of 24 I Section 1-10.4(1) is supplemented with the following: 2 3 The proposal contains the item "Project Temporary Traffic Control," lump 4 sum. The provisions of Section 1-10.4(1) shall apply. 5 6 DIVISION 2 7 EARTHWORK 8 9 2-02 Removal of Structures and Obstructions 10 11 2-02.1 Description 12 (......) 13 Section 2-02.1 is supplemented with the following: 14 15 The work shall include the removal of all pavement and other items indicated on 16 the Construction Plans and as required to complete the work. 17 18 The work shall also include all necessary saw cutting of existing asphalt and 19 concrete where shown in the Contract Plans and as required to complete the 20 work. 21 22 All associated disposal for the work stated and shown on the Contract Plans shall 23 be incidental to this bid item. 24 25 2-02.5 Payment 26 (...... ) 27 Section 2-02.5 is replaced with the following: 28 29 No payment will be made under "Removal of Structures and Obstructions", and is 30 considered incidental to other bid items. 31 32 33 2-03 Roadway Excavation and Embankment 34 35 2-03.3 Construction Requirements 36 (...... ) 37 Section 2-03.3 is supplemented with the following: 38 39 The work shall include grading and reshaping existing ground/swale as 40 necessary to provide a gradual grade transition from back of sidewalk at no 41 steeper than 3:1 slope. Contractor may use existing material for fill areas. If any 42 additional material is still needed for fill, the Contractor will need to have it 43 approved for use prior to placement. 44 45 2-03.4 Measurement 46 (...... ) 47 Section 2-03.4 is supplemented with the following: 48 49 No specific unit of measurement will apply to the lump sum item of "Grading and Road 84 Safe Walking Route SP 14 of 24 1 Reshaping". 2 3 2-03.5 Payment 5 Section 2-03.5 is supplemented with the following: 6 7 "Grading and Reshaping", lump sum. 8 9 The lump sum contract price for "Grading and Reshaping" shall be full pay for all 10 labor, equipment, material, excavation, disposal/haul, grading, compaction to 11 perform the work specified on the Contract Plans, Standard Specifications, and City 12 of Pasco Standard Drawings. 13 14 2-09 Structure Excavation 15 16 2-09.1 Description 17 (... ...) 1 88 Section 2-09.1 is supplemented with the following: 20 The work shall include all necessary trench shoring and safety measures 21 necessary for the installation of the proposed infiltration trench and catch basins 22 as shown in the contract documents. 24 2-09.4 Measurement 25 (...... ) 26 Section 2-09.4 is supplemented with the following: 27 28 Measurement for Trench Excavation Safety Systems will be per lump sum price 29 along all stormwater piping, catch basins and infiltration trench work. All cost for 30 trench safety for appurtenances shall be considered incidental to the installation 31 of the infiltration trench system and included in the lump sum cost. 32 33 2-09.5 Payment 34 (...... ) 35 Section 2-09.5 is supplemented with the following: 37 'Trench Excavation Safety Systems", per lump sum. 38 39 The unit price bid for Trench Excavation Safety Systems per lump sum shall 40 include all costs for labor, materials, and equipment required to provide sheeting, 41 shoring, and bracing of trenches and open excavations as required to meet the 42 Washington Industrial Safety and Health Act, Chapter 49.17 RCW and Section 44 02250. These costs shall not be considered incidental to any other bid item. 45 2-11 Trimming and Cleanup 46 47 2-11.1 Description 48 (..... .) 49 Section 2-11.1 is supplemented with the following: 50 Road 84 Safe Walking Route SP 15 of 24 1 The work shall include all necessary cleanup measures to restore site conditions, 2 disturbed by construction activities, including, but not limited to, sidewalk, 3 curbing, posts, sprinkler lines, sprinkler heads, landscaping, and landscaping 4 appurtenances not provided for in other Contract Bid Items, to the satisfaction of 5 the City's Construction Inspector. 6 7 2-11.3 Construction Requirements 9 Section 2-11.3 "The Contractor Shall" is supplemented with the following: 10 11 7. Restore all grass area affected by construction with sod and in accordance with the 12 City of Pasco Construction Standards. 13 8. Restore all landscaping rock (match existing), mulch, and bark with the same 14 materials as existed prior to construction. 15 16 2-11.5 Payment 17 18 Section 2-11.5 is replaced with the following: 19 20 No payment will be made under "Trimming and Cleanup', and is considered 21 incidental to other bid items. 22 23 DIVISION 4 24 BASES 25 26 4-04 Ballast and Crushed Surfacing 27 28 4-04.4 Measurement 29 30 Section 4-04.4 is supplemented with the following: 31 32 All crushed surfacing under concrete curb, gutter, ADA curb ramps, and sidewalk 33 is considered incidental to those bid items. All other required crushed surfacing 34 will also be incidental to other bid items. 35 36 4-04.5 Payment 37 (,.,.,.) 38 Section 4-04.5 is replaced with the following: 39 40 No payment will be made for any equipment, labor, materials, excavation, 41 disposal, grading, material, compaction, and associated work as it relates to 42 crushed surfacing, to perform the work specified on the Contract Plans, Standard 43 Specifications, and City of Pasco Standard Drawings, and will be considered 44 incidental to other bid items. 45 46 Road 84 Safe Walking Route SP 16 of 24 I DIVISION 5 2 SURFACE TREATMENTS AND PAVEMENTS 3 4 5-04 Hot Mix Asphalt 5 6 5-04.1 Description 7 (......) 8 Section 5-04.1 is supplemented with the following: 9 10 The work shall consist of placing three (3) inches of HMA in the locations 11 indicated on the Construction Plans as part of patching and as necessary to 12 complete the work. 13 14 5-04.2 Materials 15 (......) 16 Section 5-04.2 is supplemented with the following: 17 18 The Hot Mix Asphalt shall be Cl. 1/2 In. PG 64-28 and shall conform to Sections 19 5-04 and 9-02 of the 2018 Standard Specifications as modified herein by the City 20 of Pasco General Special Provisions, the Constructions Plans, and the City of 21 Pasco Construction Standards. 22 23 5-04.4 Measurement 24 (......) 25 Section 5-04.4 is supplemented with the following: 26 27 All hot mix asphalt used for patching as shown on the Construction Plans and as 28 required to complete the work, will be considered incidental to other bid items. 29 30 5-04.5 Payment 31 32 Section 5-04.5 is replaced with the following: 33 34 No payment will be made for any equipment, labor, materials, and other items 35 required to furnish, supply, place, compact, and complete hot mix asphalt 36 patching per the Contract Plans, these Special Provisions, and City of Pasco 37 Standard Drawings, and will be considered incidental to other bid items. 38 39 DIVISION 7 40 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and 41 Conduits 42 43 7-05 Manholes, Inlets, Catch Basins, and Drywells 44 Section 7-05 is supplemented with the following: 45 (...... ) Road 84 Safe Walking Route SP 17 of 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 The Contractor shall conduct the order of work to allow all existing facilities to remain operational except as noted herein during the construction of this project, and to minimize disruption of any utility service. The order of work for the Contract shall be so planned as to complete all work within the time limits established within the Contract Provisions. DIVISION 9 Materials 9-29 Illumination, Signal, Electric 9-29.19 Pedestrian Push Buttons Section 9-29.19 is supplemented with the following: The Contractor shall use the Polara Navigator system, or approved equal, and all accessories for this work. Contractor shall use yellow color body for the push buttons. 9-29.22 Rectangular Rapid Flashing Beacons Section 9-29.22 is supplemented with the following: Rectangular Rapid Flashing Beacons shall have the Light Guard Systems Inc. part number: LGS-RRFB-F, or approved equal meeting the following features and general performance specifications: • 12VDC or 12VAC Input • 12VDC output • 12 month warranty • High Visibility LED Modules • MUTCD Compliant Parameter Value Power 10 watt Operating Temp 0°C to +50°C Operating Voltage 12 VDC Enclosure Type NEMA 4 Aluminum Enclosure Color Black Enclosure Size 5"H x 24"W x 1.5"D Daylight Visibilit 1000 ft Night isibility 2000 ft Weight 4lbs Mounting Any size pole Road 84 Safe Walking Route SP 24 of 24 AMENDMENTS City Of Pasco Amendment to the Standard Specifications Division 1— 9 =I A157A,4 ry m t A- CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS July 1, 2015 Pasco Municipal Code 14.08.010 The Standard Specifications for Road, Bridge, and Municipal Construction published by Washington State Department of Transportation shall govern all construction, modification, extension or improvement affecting directly or indirectly any City utility or street infrastructure elements. Said improvements include, but are not limited to, streets, sidewalks, structures, sewer lines, water lines, storm drainage lines, irrigation lines, or appurtenances thereto, either by public contract or by private development, within the City. The Standard Specifications are adopted as modified by the City of Pasco Amendments to the Standard Specifications and the City of Pasco Standard Drawings, approved and signed by the city Engineer, except as may be directed by the City Engineer. The City Clerk shall keep three copies of the Standard Specifications and Amendments on file at all times as required by state law. (Ord. 3969, 2010; Ord. 1367 Sec. 1, 1969.) The Standard Specifications for Municipal Public Works Construction, as prepared by the Washington State Department of Transportation 2014 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as "Standard Specifications," hereby references are made a part of said specifications as amended before January 1, 2014, by the Washington State Department of Transportation , the City of Pasco Standard Amendments, and the APWA general special provisions as indicated and supplemented by the "Special Provisions." Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 47408 Olympia, WA. 98504-7408 Copies of the City of Pasco Standard Amendments may be acquired at: http://pasco-wa.gov/index.aspx?NID=409 AMENDMENTS: Introduction: The following Amendments to the Standard Specifications supersede any conflicting provisions of the Standard Specification. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to any particular project. SS -1 Modifications and Clarifications to the General Requirements of the Standard Specification: 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (October 3, 2014 COP GSP) Supplement Section 1-01.3 with the following: City City shall mean City of Pasco, Washington Contracting Agency Contracting agency shall mean City of Pasco, Washington Engineer/ Project Engineer The City Engineer, acting directly or through his authorized representative. (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. SS -2 Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. SS -3 Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whateve bond form(s) are required by the Contract Documents, which may be a combination of Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contra authorizing and directing the Contractor to proceed with the Work and establishing date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Preaualification of Bidders (August 1, 2002 COP GSP) Supplement Section 1-02.1 with the following: Bidders and Sub -contractors shall be pre -qualified in accordance with Pasco Municipal Code 14.10 `Qualification for Public Works Construction' 1-02.2 Plans and Specifications (November 4, 1997 COP GSP) Delete Section 1-02.2 and replace it with the following: For projects issued by the City of Pasco, copies of plans and specifications (bidding documents) will be on file in the office of the Engineer and may be obtained, at the City, at the cost defined in the Invitation for Bid. After award of the contract, five (5) sets of plans and specifications will be issued without charge. SS -4 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of the Bid Proposal (June 27, 2011 AP WA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. SS -5 (May 1, 2012 COP GSP) Revise the fifth paragraph, numbered item 1. to read: The Bidder shall list all Subcontractors who will perform work on the Subcontract Disclosure Form. 1-02.8 Noncollusion Declaration (November 4, 1997 COP GSP) Supplement Section 1-02.8 with the following: A Non -collusion Declaration (Certificate) is required. 1-02.9 Delivery of Proposal (October], 2005 APWA GSP) Supplement Section 1-02.9 with the following: Bid bonds shall be submitted on the form supplied by the Contracting Agency. 1-02.14 Disqualifications of Bidders (November 4, 1997 COP GSP) Supplement Section 1-02.14 with the following: 11. The Bidder's Statement of Qualifications is found to be in error, questionable, or not in the best interest of the City. 1-02.15 Pre Award Information (October 1, 2005 AP WA GSP) Revise Section 1-02.15 to read: Before awarding any contract, the Contracting Agency may require one or more of these: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, SS -6 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bid (January 23, 2006APWA GSP) Revise the first paragraph of Section 1-03.1 to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount the Contracting Agency will unilaterally revise the unit or lump sum price to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract (January 1, 2010 COP GSP) Revise Section 1-03.2 to read: Normally, Contract Award or Bid rejection will occur within 60 calendar days after Bid opening. If the lowest responsible Bidder and the Contracting Agency agree, this deadline may be extended. If they cannot agree on an extension by the 60 -calendar day deadline, the Contracting Agency reserves the right to Award the Contract to the next lowest responsible Bidder or reject all Bids. The Contracting Agency will notify the successful Bidder of the Contract Award in writing. 1-03.3 Execution of Contract (January 1, 2010 COP GSP) Revise Section 1-03.3 to read: Within 10 -calendar days after the Award date, the successful Bidder shall return the signed Contracting Agency -prepared Contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before SS -7 execution of the Contract by the Contracting Agency, the successful Bidder shall provide any pre -Award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a Contract, no Proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the Bidder experiences circumstances beyond their control that prevents return of the Contract documents within 10 -calendar days after the Award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 AP WA GSP) Revise the first paragraph of Section 1-03.4 to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 5 Be accompanied by power of attorney for the Surety's officer empowered to sign the bond,• and the president or vice-president unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e.,corporate resolution, power of attorney or a letter to such effect by the president or vice-president). SS -8 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents Plans Special Provisions Specifications and Addenda (October 3, 2014 COP GSP) Revise the second paragraph of Section 1-04.2 to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Approved Construction Plans, 5. City of Pasco Amendments to the Standard Specifications, 6. Amendments to the Standard Specifications, 7. Standard Specifications, 8. Contracting Agency's Standard Plans or Details (if any), and 9. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.7 Differing Site Conditions (Chanced Conditions) (January 1, 2010 COP GSP) Supplement Section 1-04.7 with the following: The Contractor may perform test pits to investigate subsurface conditions during the bidding phase with approval from the Engineer. 1-05 CONTROL OF WORK 1-05.4 Conformity with Plans. Stakes, Deviation (January 1, 2012 COP GSP) Supplement Section 1-05.4 with the following: The Contractor shall provide a surveyor, licensed to practice in the State of Washington, for all project surveying. The Engineer will provide any survey control and benchmarks used in the creation of the construction drawings. Unless otherwise provided for in the bid proposal, all costs for project surveying shall be included in the cost of other bid items. The stationing marked in the field for construction staking shall match the stationing on the construction drawings. SS -9 "Blue Top" stakes shall be provided for subgrade and top course, on the roadway center line, at a minimum of 50 -foot stations on tangent sections and 25 -foot stations on horizontal curves, vertical curves, and through intersections. "Blue Top" stakes shall also be provided at the quarter crowns, matching the centerline spacing, for all cross sections 40 feet and wider. When concrete curb and gutter exists or is installed with the project, "Blue Top" stake elevations shall be referenced to the curb elevations and may vary slightly from the construction drawings to achieve the required crushed surfacing thicknesses and roadway cross slopes. The Engineer reserves the right to check or have checked all project surveying. If the surveying is determined to be incorrect, the Contractor shall bear all costs associated with checking the surveying. If the grades are found to be correct, the Contractor will be compensated for costs and lost time in accordance with Section 1-04.4. 1-05.6 Inspections of Work and Materials (January 1, 2010 COP GSP) Supplement Section 1-05.6 with the following: The Engineer or his representative may not be on the job site full-time. The Contractor shall follow the approved construction plans and specifications, schedule, and request inspections and testing at the appropriate times as required herein. The Engineer will make an effort to provide inspections on short notice, but if unable to, the requirements for proper notice shall apply. The project schedule prepared by the Contractor and approved by the Engineer shall also be used as a guide for the Contractor to schedule inspections. The Contractor shall provide 48 hours of response time to a request for inspections and 48 hours for testing, but in no case shall there be more than 72 hours notice. The request shall state the date and approximate time the inspection or test is requested. If the Contractor has requested two (2) inspections or tests and is not prepared for said inspection or test, the Contractor shall pay the costs for any additional improperly scheduled requests. At the beginning of the project, or each applicable construction activity, the Contractor shall meet with the Engineer and establish a minimum 100 feet of product, in the field, which meets the specifications. This work includes: survey staking and control, pavement cuts, utility trenches, trench bedding, pipe installation, backfill, patches, curb and gutter alignment, grade and finish, sidewalk finish, paving finish, and any other activities determined by the Engineer to be important to the project. No major amount of work shall proceed until this is established. This does not waive the Contractor's requirements in the specifications for quality control or materials used. Inspections and testing are mandatory for acceptance of backfilling any utility trenches; placing base course and top course for streets; paving: placing sidewalks, curbs and gutters, sewer and water line installation. SS -10 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement Section 1-05.7 with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. (January 1, 2012 COP GSP) Supplement Section 1-05.7 with the following: For new roadway/street construction and overlay projects, HMA work rejected shall require the replacement of the entire road or street width from block to block or as approved in writing from the Engineer. For trench patching, HMA work rejected shall require the replacement of the entire patch width from block to block or as approved in writing from the Engineer. SS -11 1-05.11 Final Inspection Delete Section 1-05.11 and replace it with the following: 1-05.11 Final Inspections and Operational Testing 1-05.11(1) Substantial Completion Date (January 1, 2012 COP GSP) The Contracting Agency has the right to use any and/or all work prior to Substantial Completion. Utility castings shall be raised to final grade and final patching shall be completed prior to issuance of Substantial Completion. When the Contractor considers the work substantially complete, the Contractor shall notify the Engineer in writing, requesting the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work to be completed in order to reach physical completion. Upon receipt of the Contractor's request, the Engineer will schedule an inspection of the work. The Engineer may also establish the Substantial Completion Date unilaterally. After this inspection, the Engineer will notify the Contractor in writing concurring in or denying Substantial Completion. Upon receipt, the Contractor shall provide the Engineer with a revised schedule and pursue without unauthorized delay the work necessary to reach substantial completion. The process shall be repeated until the Engineer establishes the Substantial Completion Date. Once the substantial completion date has been established, the Contractor shall work without delay to reach physical completion. Any defective work found after Substantial Completion and prior to Final Acceptance shall be considered contract work. 1-05 .11(2) Final Inspection and Physical Completion Date (October 1, 2005 AP WA GSP) When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. SS -12 This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to WSDOT Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing (October], 2005 APWA GSP) It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.12 Final Acceptance (January 1, 2010 COP GSP) Revise the third sentence of the fust paragraph of Section 1-05.12 to read: SS -13 The City Council accepts the completed Contract and the items of Work shown in the final estimate by signature of the Final Contract Voucher Certification. (January 1, 2012 COP GSP) Supplement Section 1-05.12 with: The City shall issue a statement of Final Acceptance at project completion. Work performed by City forces, when a contractor fails to conform to the requirements of 1- 05.11, in which reimbursement to the City has not been made, will be withheld from the final payment. A 60 -day appeal period will begin the day after final acceptance. The retainage shall be released after the appeal period and in accordance with Washington State R.C.W.'s. (See 1-09.9(1) Retainage) Add the following new section: 1-05.12(l) One -Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. SS -14 Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. (October 3, 2014 COP GSP) Supplement with the following: If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will need to be obtained from the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The City will charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.2(1) Samples and Tests for Acceptance (January 1, 2012 COP GSP) Supplement Section 1-06.2(1) with the following: SS -15 The Engineer may designate a third party testing agency to perform sampling and testing. The Engineer shall be notified 48 -hours in advance of all testing. If work is rejected due to test failure, the Contractor shall remove and replace the rejected work. If the work fails testing again, all costs for further testing shall be home by the Contractor. The costs for samples and testing shall be bome by the owner for all projects that are not City -constructed projects. (November 4, 1997 COP GSP) Delete Section 1-06.2(2) 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October], 2005 APWA GSP) Supplement Section 1-07.1 with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. SS -16 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 AP WA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the ® Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other SS -17 conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.201 Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Reaulations 1-07.5(1) General (January 1, 2012 COP GSP) Supplement Section 1-07.5(1) with the following: 4. Dumping of material removed from catch basins and other storm drain structures into the right of way, sanitary sewer or storm drain system is prohibited. Contractor's caught disposing of materials in this manner will be assessed damages and may have their prequalifrcation status revoked. 1-07.9 Wades 1-07.9(1) General (November 11, 1997 COP GSP) Supplement the eighth paragraph of Section 1-07.9(1) with the following: The Contractor shall pay all required fees established in WAC 296-127-045 and consider said fees incidental to the project. SS -18 1-07.17 Utilities and Similar Facilities (January 1, 2012 COP GSP) Supplement Section 1-07.17 with the following: Only City personnel shall operate water system valves. Where the location of the work is in proximity to overhead wires and power lines, the Contractor shall coordinate all work with the utility and shall provide for such measures as may be necessary for the protection of workmen. Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. hi addition to the requirements of RCW 19.122, the Contractor shall use surface features and other evidence in determining the approximate utility location prior to excavation. The Contractor shall hand dig to expose known utilities. 1-07.18 Public Liability and Property Damase Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 24, 2011 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the tern of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period SS -19 ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self- insurance, or insurance pool coverage. F. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any insurance policy. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): ■ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. SS -20 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) SS -21 Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.23 (1) Construction Under Traffic (January 1, 2010 COP GSP) Delete the second paragraph of Section 1-07.23(1) in its entirety, and replace it with the following: To disrupt traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. The Contractor shall perform the following: 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete Section 1-07.24 in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. SS -22 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS Add the following new section: SS -23 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.00) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 48 hours prior to the day(s) the Contractor is requesting to change the hours. SS -24 If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non -Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non -working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. IAdd the following new section: (May 25, 2006 APWA GSP) Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8 -hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight -time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: SS -25 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 AP WA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. (January 1, 2010 COP GSP) Supplement Section 1-08.4 with the following: The Notice to Proceed shall specify the first day of the contract. 1-08.5 Time for Completion (January 1, 2012 COP GSP) Revise the third paragraph of Section 1-08.5 to read: Contract time shall begin on the day indicated in the written notice to proceed. The contractor must obtain written authorization from the engineer to start work on the project at an earlier date. If permission is granted, then Contract time shall begin on the first working day when onsite Work begins. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. (January 1, 2012 COP GSP) Revise the fifth paragraph of Section 1-08.5 to read: The Engineer will give the Contractor written notice of the Physical Completion Date for all Work the Contract requires. That date shall constitute the Physical Completion Date of SS -26 the Contract, but shall not imply the City Council's acceptance of the Work or the Contract. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement Section 1-09.6 with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstmction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: SS -27 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. (March 13, 2012 APWA GSP) Supplement this section with the following: Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000. (April 10, 2006 COP GSP) Supplement this section with the following: If mutually agreed upon, the City may prepare the Progress Payment Estimate. The Contractor shall submit Request for payments on forms approved by the Engineer, monthly for payment. The Engineer shall, upon receipt of progress payment request, review for accuracy. The Engineer shall correct any inaccurate entries and return progress payment request to the Contractor for concurrence and re -submittal. If mutually agreed upon, by the Engineer and Contractor, the City may prepare the Progress Payment. The Contractor, Engineer, and Director of Public Works or Designee, shall sign the progress payment in order for the payment to be valid. The City will make payment within thirty calendar days from the date of the valid progress payment. The cut off period for work covered in a progress period will be within the last ten days of the month, usually by the 25th. SS -28 1-09.11(3) Time Limitations and Jurisdictions (January 1, 2010 COP GSP) Revise Section 1-09.11(3) to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the City arising from the Contract shall be brought within 180 -calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the City Council; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of Franklin County. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the City arising from the Contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or action. 1-09.13 Claims Resolution (April 4, 2006 COP GSP) Revise Section 1-09.13 as follows: 1-09.13(2) Nonbinding Alternative Disputes Resolution (ADR) Delete Section 1-09.13(2) in its entirety. 1-09.13(3) Claims $250.000 or Less Delete Section 1-09.13(3) in its entirety. 1-09.13(3)A Administration of Arbitration Delete Section 1-09.13(3)A in its entirety. 1-0�3)B Procedures to Pursue Arbitration Delete Section 1-09.13(3)B in its entirety. 1-09.13(4) Claims in Excess of $250.000 Delete Section 1-09.13(4) in its entirety. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 WD Compaction and Moisture Control Tests (January 1, 2012 COP GSP) Supplement Section 2-03.3(14)D with the following SS -29 Compaction testing shall be performed at the following interval, as a minimum: Subgrade: Two (2) tests for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet). Ballast and Crushed Surfacing: Two (2) tests for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet. Hot Mix Asphalt: Two (2) tests for the first three thousand, five hundred (3,500) square feet and one (1) test for each additional three thousand, five hundred (3,500) square feet. Hot Mix Asphalt shall be tested on the same working day that it was placed. Embankments: Two (2) tests for the first one thousand (1,000) square feet and one (1) test for each additional one thousand (1,000) square feet. Tests will be taken at varying depths within the embankment. Trenches: Three (3) tests, at varying depths, shall be performed within the first one hundred (100) feet of pipeline installed to establish compaction method. Once a satisfactory method has been established, one test shall be performed for each one hundred (100) linear feet of pipeline installed. Tests shall be taken at varying depths along the trench. Compaction method shall be reestablished each time backfill material, compaction equipment, or method of operation changes. If the product fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional work. Testing shall be in accordance with Section 1-06.2(1). 2-11 TRIMMING AND CLEANUP 2-11.3 Construction Requirements (January 1, 2012 COP GSP) Supplement "the Contractor shall" of Section 2-11.3 with the following: 7. Restore all grass area affected by construction with sod and in accordance with the City of Pasco Construction Standards. 8. Restore all landscaping rock, mulch, and bark with the same materials as existed prior to construction. 9. Restore all shoulders, from edge of pavement to right of way line, with the same material as existed prior to construction, except that earth shoulders shall be restored with 2 inches of compacted crushed surface top course. 10. Restore the site and offsite areas damaged by the Work to their original condition or better and to the satisfaction of the Engineer and the adjoining homeowners. SS -30 5-04 HOT MIX ASPHALT 5-04.2 Materials (January 1, 2010 COP GSP) Revise the first sentence of the third paragraph of Section 5-04.2 to read: If provided for in the special provisions or with approval in writing from the engineer, the contractor may utilize recycled asphalt pavement (RAP) in the production of HMA. Revise the first sentence of the fifth paragraph to read: If provided for in the special provisions or with approval in writing from the engineer, the contractor may use wane mix asphalt (WMA) processes in the production of HMA. 5-04.3(3)A Material Transfer DeviceNehicle (August 3, 2009 WSDOT GSP) Section 5-04.3(3)A is deleted in its entirety. 5-04.3(5)A Preparation of Existing Surfaces (January 1, 2010 COP GSP) 1 Supplement Section 5-04.3(5)A with the following: Overlays and Utility Patches Edges of asphalt and curb edge shall be tack coated. Prior to paving utility trenches, the edges of the trenches shall be saw -cut parallel to the center of the street leaving long straight edges. Should any undermining occur on existing adjacent pavement, the contractor shall neatly cut the pavement 6 inches beyond the undermined area. The Engineer may waive all or a portion of the saw cutting requirement if the original street cut is straight and not damaged. 5-04.3(5)D Soil Residual Herbicide (January 1, 2012 COP GSP) Revise the fust paragraph of Section 5-04.3(5)D to read: Contractor shall apply one application of an approved soil residual herbicide on areas where hot mix asphalt is applied. The requirements of Section 8-02.3(2)A shall apply to this application. The application of herbicide shall precede paving by no more than 24 hours. SS -31 5-04.3(7)A Mix Design (January 1, 2010 COP GSP) Supplement Section 5-04.3(7)A with the following: Unless stated otherwise or with written approval from the engineer, the contractor shall use HMA Cl %2" PG 64-28 in accordance with section 9-03.8(7). 5-04.3(7)A2 Statistical or Nonstatistical Evaluation (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Mix designs for HMA accepted by Nonstatistical or Commercial evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2) and 9-03.8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; The proposed mix design indicated on a WSDOT mix design/anti-strip report that is within one year of the approval date The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. SS -32 5-04.3(8)Al General (January 16, 2014APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A3 Sampling (January 1, 2012 COP GSP) Supplement Section 5-04.3(8)A3 with the following: One (1) sample shall be taken within the first one hundred (100) tons of asphalt delivered to the site and every 400 tons thereafter with a minimum of one (1) sample per working day. If the asphalt fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional asphalt being delivered. Testing and samples shall be in accordance with Section 1-06.2(1). 5-04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. (April 10, 2006 COP GSP) Supplement Section 5-04.3(8)A5 with the following: HMA testing shall be pre -arranged and oil content results reported within two (2) hours of sampling. Initial reports may be by phone, subsequent written documents shall be submitted to the City prior to the next day's paving shift. SS -33 5-04.3(8)A6 Test Methods (January 16, 2014 AP WA GSP) Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5-04.3(9) Spreading and Finishin¢ (January 1, 2010 COP GSP) Revise the first paragraph of Section 5-04.3(9) to read: The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, HMA of 3 inches or less in depth shall be placed in one lift HMA over 3 inches in depth shall be placed in multiple lifts of equal thickness. 5-04.3(12) Joints (January 1, 2011 COP GSP) Supplement Section 5-04.3(12) with the following: All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the abutting edge, free of coarse material at the surface, and neat in appearance. The Contractor shall use panel widths that minimize longitudinal pavement joints. 5-04.3(16) Weather Limitations (January 1, 2012 COP GSP) Revise Section 5-04.3(16) to read: HMA shall not be placed on any Traveled Way beginning -October 1st through March 31 st of the following year without written approval from the Engineer. Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F without written approval of the Engineer. HMA shall not be placed on any wet surface, or when the average surface temperatures are less than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the bituminous mixtures. Any exceptions to SS -34 the above and following limitations will not be allowed without the written approval of the Engineer. Wind (mph) Ambient OF Minimum Surface OF inimum Precipitation 0-5 45o 40o Not Measurable 5-10 50o 40o Not Measurable 10-15 55o 40o Not Measurable 15+ No Paving No Paving Not Measurable 1. If the weather criteria are met, the paving contractor shall complete the entire panel or lane with no transverse joints. 2. If meteorological conditions changes after starting, construction shall be monitored by the Engineer and require their approval. 3. HMA shall not be placed on ground that is frozen. The weather guide shall be the "National Weather Service" zone forecast for the Lower Columbia Basin, Washington at www.wrh.noaa.gov/ 5-04.4 Measurement (January 1, 2012 COP GSP) Revise the third paragraph of Section 5-04.4 to read: Soil residual herbicide will be included in the cost of HMA. 5-04.5 Payment (January], 2010 COP GSP) Delete the following in Section 5-04.5: "Soil Residual Herbicide _ ft. Wide", per mile, or "Soil Residual Herbicide", per square yard. The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04.3(5)D. 5-04.5(1) Ouality Assurance Price Adiustments (November 11, 1997 COP GSP) Delete Section 5-04.5(1) in its entirety. SS -35 (November 20, 2006 COP GSP, Delete Section 5-04.5(1)A in its entirety. (November 20, 2006 COP GSP) Delete Section 5-04.5(1)B in its entirety. 6-02 CONCRETE STRUCTURES 6-02.3(14) Finishing Concrete Surfaces (January 1, 2010 COP GSP) Supplement Section 6-02.3(14) with the following: The completed surface shall be of uniform texture, smooth, uniform as to grade, and free from defects of all kinds. The completed surface shall not vary more than 1/8 -inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The finish shall be a light broom finish, or as noted in the City of Pasco Standard Plans, or as approved by the Engineer. A non-uniform finish, an overworked finish, a finish where a cement layer has formed, discolored, is spalling, or a finish damaged by the weather, will not be accepted. 7-01 DRAINS 7-01.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-01.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-04 STORM SEWERS 7-04.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-04.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-04.3(1) Cleaning and Testing 7-04.3(1)A General SS -36 (October 3, 2014 COP GSP) Supplement Section 7-04.3(1)A with the following: All storm piping, with the exception of infiltration trench perforated pipe, shall have television inspection. Cost of television inspection' shall be included in the pipe installation cost. All recordings shall be in color and in DVD format, playable on standard DVD players. Television inspection shall begin at the downstream structure and end at the next upstream structure. The camera speed shall not exceed one-half (1/2) foot per second. A pivot head camera shall be used with detailed inspection of all laterals showing the entire lateral with a 360 degree pan around the opening. Panning of each lateral shall be a minimum of 15 seconds. The Contractor shall add colored dye that contrasts with the pipe color and clean water to the cleaned storm line before television inspection. The recording shall be free from static and a minimum distance of 10 feet shall be clearly visible in front of the camera. All recordings shall show on the screen the correct time and date of the inspection, the name of the camera operator, the manhole numbers being inspected, an accurate footage count, and all lateral locations using a 12 hour clock position. All inspections shall be performed by Pipeline Assessment and Certification Program (PACP) trained personnel. The Contractor shall provide a copy of the inspection, with all appurtenant written logs, within 24 hours of the inspection. 7-05 MANHOLES, INLETS. CATCH BASINS AND DRYWELLS 7-05.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-05.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-05.3 Construction Requirements (January 1, 2010 COP GSP) Delete the tenth paragraph of Section 7-05.3. 7-05.3(3) Connection to Existing Manhole (Line Catch Basin or Curb Inlet) (January 1, 2010 COP GSP) Delete the last sentence of the second paragraph of Section 7-05.3(3). SS -37 Supplement Section 7-05.3(3) with the following: The Contractor shall be required to core drill into the structure, shape the channel to accommodate the new pipe, and grout the opening. 7-05.4 Measurement (November 11, 1997 COP GSP) Revise the fourth paragraph of Section 7-05.4 to read: Structure excavation Class B and structure excavation Class B including haul, shall be included as part of the applicable unit or lump sum bid item. 7-08 GENERAL PIPE INSTALLATION REOUIREMENTS 7-08.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-08.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-08.3(1)A Trenches (January 1, 2012 COP GSP) Supplement Section 7-08.3(1)A with the following: Existing pavement shall be neatly saw -cut on both sides of the trench parallel to and a minimum of 6 inches back from the top of the trench width. 7-08.3(2)B Pipe Laving — General (January 1, 2012 COP GSP) Supplement Section 7-08.3(2)B with the following: Sewers and side sewers crossing water mains shall be laid below the water mains to provide a vertical separation of at least 18 inches between the invert of the water main and the crown of the sewer. Sewers and side sewers shall not cross above water mains without approval of the Engineer. When conditions prevent a vertical separation as described above, the sewer shall be: • Constructed of water main standard material, or; • Constructed of standard gravity -sewer material encased in CDF as described in Section 2-09.3(1)E. CDF encasement shall extend for the length of the crossing segment and shall encase the pipe such that the CDF is a minimum of two feet in thickness from all sides of the sewer pipe, or; SS -38 Constructed of standard gravity -sewer material and encased in a one- quarter inch minimum thickness continuous steel, ductile iron, or pressure - rated PVC pipe with a dimension ratio (DR) (the ratio of the outside diameter to the pipe wall thickness) of 18 or less. All voids between the sewer and the host pipe shall be pressure -grouted with sand cement grout or bentonite. Commercially available pipe skids and end seals are acceptable. The length of the sewer segment shall be the maximum standard length available from the manufacturer (but not less than 18 feet) and shall be installed with the segment centered at the point of crossing so that the joints will be equidistant and as far as possible from the water main. (January 1, 2012 COP GSP) Revise the third paragraph of Section 7-08.3(2)B to read: Pipe shall be laid to a true line and grade at the invert of the pipe and the Contractor shall exercise care in matching pipe joints for concentricity and compatibility. In no case shall two pipes be joined together with ends having the maximum manufacturer's tolerance. The invert line may vary from the true line and grade within the limits stated to develop uniformity, concentricity, and uniform compression of jointing material provided such variance does not result in a reverse sloping invert. The limit of variance at the invert elevation of the pipe shall be plus or minus %-inch for a completed, backfilled pipe. Checking of the invert elevation of the pipe shall be done by remote operated CCTV camera utilizing a %-inch measuring device (lead ball). 7-08.3(3) Backfilling (January 1, 1012 COP GSP) Revise the second paragraph of Section 7-08.3(3) to read: Pipe zone backfill material shall be 5/8 minus crushed rock, pea gravel, or granular sand, free from clay, frozen lumps, roots, or moisture in excess of that permitting required compaction in accordance with 9-03.12(3). (January 1, 2012 COP GSP) Supplement Section 7-08.3(3) with the following: Backfill above the pipe zone may be placed in horizontal lifts up to 18 inches thick with written approval of the Engineer. SS -39 7-09 WATER MAINS 7-09.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-09.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. (January 1, 2012 COP GSP) Supplement Section 7-09.2 with the following: PVC pipelines under streets or roadways shall be Class 150 AWWA C-900/905 pipe with ductile iron fittings. All other pipelines shall be either class 200 PVC or galvanized where shown on the irrigation details. Fittings for pipelines 4 -inch and larger, shall be cast or ductile iron. 7-09.3(5) Grade and Alianment (January 1, 2012 COP GSP) Supplement Section 7-09.3(5) with the following: Water mains shall be laid above sanitary sewers and side sewers to provide a vertical separation of at least 18 inches between the invert of the water main and the crown of the sewer. Water mains shall not be laid in a manner that violates the minimum separation or below sanitary sewers and side sewers without the approval of the Engineer. (January 1, 2012 COP GSP) Revise the first sentence of the third paragraph of Section 7-09.3(5) to read: The depth of trenching for water mains shall be such as to give a minimum cover of 42 inches over the top of the pipe unless otherwise specified in the Special Provisions. 7-09.3(9) Bedding the Pine (January 1, 2012 COP GSP) Revise Section 7-09.3(9) to read: Gravel backfill for pipe zone bedding and pipe zone backfill shall be select granular material free from wood waste, organic material, and other extraneous or objectionable material in accordance with 9-03.12(3). Gravel backfill for pipe zone bedding shall be placed to the depths shown in the Standard Plans. Gravel backfill for pipe zone bedding shall be rammed and tamped around the pipe to 95 -percent of maximum density by SS -40 approved hand-held tools, so as to provide firm and uniform support for the full length of the pipe, valves, and fittings. Care shall be taken to prevent any damage to the pipe or its protective coating. 7-09.3(11) Compaction of Backfill (January 1, 2010 COP GSP) Revise Section 7-09.3(11) to read: At locations where paved streets, Roadway Shoulders, driveways, or sidewalks will be constructed or reconstructed over the trench, the backfill shall be spread in layers and be compacted by mechanical tampers. In such cases, the backfill material shall be placed in successive layers not exceeding 6 -inches in loose thickness unless with written approval from the Engineer, and each layer shall be compacted with mechanical tampers to the density specified herein. Mechanical tampers shall be of the impact type as approved by the Engineer. 7-09.3(15)A Ductile Iron Pipe (January 1, 2011 COP GSP) Revise the first paragraph of Section 7-09.3(15)A to read: Long radius curves, either horizontal or vertical, may be laid with standard pipe lengths by deflecting the joints. If the pipe is shown curved on the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one-half (1/2) of the manufacturer's printed recommended deflections. 7-09.3(19)A Connections to Existing Mains (January 1, 2012 COP GSP) Delete the third paragraph of Section 7-09.3(19)A in its entirety. (January 1, 2012 COP GSP) Supplement Section 7-09.3(19)A with the following: Requests for water line shut downs and water taps shall utilize the City of Pasco Procedure for Scheduling Water Crews, Performing Taps, and Placing New Water Lines in Service. Connection to existing water mains will not be permitted until all required bacteriological and pressure testing has been successfully completed. SS -41 (January 1, 2010 COP GSP) Revise the title of Section 7-09.3(20) to read: 7-09.3(20) Detectable Marking Tape And Tracer Wire (January 1, 2012 COP GSP) Revise Section 7-09.3(20) to read: Detectable marking tape and tracer wire shall be installed over all water lines, including service lines. The tape shall be placed approximately 2 -feet above the top of the line and shall extend its full length. The tracer wire shall be fastened to the top of the pipe with duct tape at 6 -foot intervals and shall be routed up into valve boxes with adequate length for connection to location equipment. Wire splice kits shall be per the City of Pasco materials list. 7-09.3(21) Concrete Thrust Blocking (November 20, 2006 COP GSP) Supplement Section 7-09.3(21) with the following: Thrust blocks shall be formed and placed in conformance to the City of Pasco Construction Standards for the appropriate pipe size and fitting type. 7-09.3(22) Blowoff Assemblies (December 23, 2014 COP GSP) Supplement Section 7-09.3(22) with the following: All dead end lines must end with a blowoff, regardless if there is a hydrant. 7-09.3(23) Hydrostatic Pressure Test (January 1, 2010 COP GSP) Revise Section 7-09.3(23) to read: Water main appurtenances and service connections to the meter setter shall be tested in sections of convenient length under a hydrostatic pressure equal to 150 -psi. Pumps, gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, and measuring equipment necessary for performing the test shall be furnished and operated by the Contractor. Sections to be tested shall normally be limited to 1,500 -feet. The Engineer may require that the first section of pipe, not less than 1,000 -feet in length, installed by each of the Contractor's crews, be tested in order to qualify the crew and the materials. Pipe laying shall not be continued more than an additional 1,000 -feet until the first section has been tested successfully. SS -42 The pipeline shall be backfilled sufficiently to prevent movement of the pipe under pressure. Thrust blocks shall be in place and time allowed for the concrete to cure before testing. Where permanent blocking is not required, the Contractor shall famish and install temporary blocking and remove it after testing. The mains shall be filled with water and allowed to stand under pressure a sufficient length of time to allow the escape of air and allow the lining of the pipe to absorb water. The Contracting Agency will famish the water necessary to fill the pipelines for testing purposes at a time of day when sufficient quantities of water are available for normal system operation. The test shall be accomplished by pumping the main up to the required pressure and stopping the pump and holding pressure for 1 hour. During the test, the section being tested shall be observed to detect any visible leakage. There shall not be an appreciable or abrupt loss in pressure during the one hour test period. Pressure gauges used in the test shall be accompanied with certifications of accuracy from a testing Laboratory approved by the Engineer. ' Any visible leakage detected shall be corrected by the Contractor. Should the tested section fail to meet the pressure test successfully as specified, the Contractor shall, at no additional expense to the Contracting Agency, locate and repair the defects and then retest the pipeline. Tests shall be made with the hydrant auxiliary gate valves open and pressure against the hydrant valve. Each valve shall be tested by closing each in turn and relieving the pressure beyond. This test of the valve will be acceptable if there is no immediate loss of pressure on the gauge when the pressure comes against the valve being checked. The Contractor shall verify that the pressure differential across the valve does not exceed the rated working pressure of the valve. Prior to calling out the Engineer to witness the pressure test, the Contractor shall have all equipment set up completely ready for operation and shall have successfully performed the test to ensure that the pipe is in satisfactory condition. Defective materials or workmanship, discovered as a result of hydrostatic field test, shall be replaced by the Contractor at no additional expense to the Contracting Agency. Whenever it is necessary to replace defective material or correct the workmanship, the hydrostatic test shall be re -run at the Contractor's expense until a satisfactory test is obtained. SS -43 7-09.3(24)J Preventing Reverse Flow (December 23, 2014 COP GSP) Supplement Section 7-09.3(24)J with the following: All water lines shall be pressure tested and sanitized with a satisfactory report received from the State Health Department prior to the backflow assembly installation. Backflow preventers shall NOT be pressure tested against. 7-09.3(24)K Retention Period (January 1, 2012 COP GSP) Revise Section 7-09.3(24)K to read: Treated water shall be retained in the pipe at least 24 hours but not more than 28 hours. After the 24-hour period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/l. 7-09.4 Measurement (January 1, 2012 COP GSP) Supplement Section 7-09.4 with the following: All pipe fittings shall be measured by size and type. 7-09.5 Payment (January 1, 2010 COP GSP) Supplement the third paragraph of Section 7-09.5 with the following: Payment shall also include detectable marking tape, locator wire, and restrained joints, and connection to existing pipelines. 7-12 VALVES FOR WATER MAINS 7-12.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-12.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. SS -44 7-12.3 Construction Requirements (April 10, 2006 COP GSP) Supplement Section 7-12.3 with the following: Valves shall not be installed in Sidewalks, Pedestrian Curb Ramps, Driveway I Approaches or any other exposed concrete surface. 7-14 HYDRANTS 7-14.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-14.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-15 SERVICE CONNECTIONS 7-15.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-15.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-15.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 7-15.3 with the following: No joints are allowed between the corporation stop and the angle meter stop. 7-17 SANITARY SEWERS 7-17.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-17.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-17.3 Construction Reauirements (December 23, 2014 COP GSP) Supplement Section 7-17.3 with the following: SS -45 Sanitary sewer main shall be at least 8" in diameter. All runs shall terminate in a sanitary) sewer manhole (no cleanouts allowed). 7-17.3(l) Protection of Existing Sewerage Facilities (January 1, 2012 COP GSP) Supplement Section 7-17.3(1) with the following: When connecting to an existing sewer, the downstream system shall be protected from construction debris by placing a 90 degree, SRECO, UEMSI or equal "stove pipe" sand trap, the same size as the sewer main line, in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this trap until the new system is placed in service and then to remove it. Any construction debris, excavation or backfill material which enters the existing downstream system shall be removed. When the first manhole is set, the outlet shall be plugged until the entire system is accepted by the Engineer. 7-17.3(2) Cleaning and Testing Supplement Section 7-17.3(2) with the following: 7-17.3(2)A General (January 1, 2010 COP GSP) Revise the first sentence of the first paragraph of Section 7-17.3(2)A to read: Sewers and appurtenances shall be cleaned and tested after backfilling by the low pressure air method, except where the ground water table is such that the Engineer may require the infiltration test. Supplement Section 7-17.3(2)A with the following: Contractor shall keep the pipeline clean and free of debris. The pipeline shall be cleaned prior to the contractor requesting inspections. 7-17.3(2)H Television Inspection (January 1, 2010 COP GSP) Revise the second sentence of the first paragraph of Section 7-17.3(2)H to read: The costs incurred in making the initial inspection shall be borne by the contractor. Supplement Section 7-17.3(2)H with the following: SS -46 All recordings shall be in color and in DVD format, playable on standard DVD players. Television inspection shall begin at the downstream manhole and end at the next upstream manhole. The camera speed shall not exceed one-half (1/2) foot per second. A pivot head camera shall be used with detailed inspection of all laterals showing the entire lateral with a 360 degree pan around the opening. Panning of each lateral shall be a minimum of 15 seconds. The Contractor shall add colored dye that contrasts with the pipe color and clean water to the cleaned sewer line before Television inspection. The recording shall be free from static and a minimum distance of 10 feet shall be clearly visible in front of the camera. All recordings shall show on the screen the correct time and date of the inspection, the name of the camera operator, the manhole numbers being inspected, an accurate footage count, and all lateral locations using a 12 hour clock position. All inspections shall be performed by Pipeline Assessment and Certification Program (PACP) trained personnel. The Contractor shall provide a copy of the inspection, with all appurtenant written logs, within 24 hours of the inspection. 7-17.5 Payment (January 1, 2010 COP GSP) ' Revise the seventh paragraph of Section 7-17.5 to read: The unit Contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, structure excavation class B, testing sewer pipe, bedding and backfill material, and adjustment of inverts to manholes for the completion of the installation to the required lines and grades.. 7-18 SIDE SEWERS 7-18.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-18.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-18.3(5) End Pipe Marker (January 1, 2010 COP GSP) Revise Section 7-18.3(5) to read: The location of side sewers at the property line shall be marked per the Standard Drawing. SS -47 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3(1) Construction Requirements (March 1, 2015 COP GSP) Supplement Section 8-01.3(1) with the following: Exposed and unworked soils shall be temporarily or permanently stabilized as soon as practicable, unless otherwise approved by the City of Pasco. Contractor shall follow the requirements in the most current publication of the Stormwater Management Manual for Eastern Washington. 8-03 IRRIGATION SYSTEMS (January 1, 2010 COP GSP) Supplement Section 8-03 with the City of Pasco Landscape Irrigation Standards. 8-03.2 Materials (January 1, 2012 COP GSP) Supplement Section 8-03.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List and the City of Pasco Landscape Irrigation Standards. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 8-04.3 with the following: Testing requirements shall be as follows: Project Quantity Test Requirement Less than 5 CY None 5 CY —10 CY 1 Slump, 4 Cylinders 10+ CY 2 Slump, 4 Cylinders per 25 CY For project quantities above five (5) cubic concrete placed during one (1) working day will require additional testing to determine tests may be required on additional concrete in accordance with Section 1-06.2(1). SS -48 yards, test requirements shall be based on If the concrete fails any test, the Engineer the extent of the failure and more frequent being placed. Testing and samples shall be Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 1, 2010 COP GSP) Revise the fourth paragraph of Section 8-04.3(1) to read: Expansion joints in the curb or curb and gutter shall be spaced at 50 -foot intervals, the beginning and ends of curb returns, drainage Structures, bridges, and cold joints with existing curbs and gutters. The expansion joint shall be filled to full cross-section with %z - inch premolded joint filler. When curb or curb and gutter is placed adjacent to Portland Cement Concrete Pavement, a 3/8 -inch thick, 6 -inch deep premolded joint filler shall be installed between the 2 vertical surfaces to prevent cracking. Joint material shall be set flush or trimmed flush with the finished concrete surface. Construction joints shall be at accurate ten (10) foot spacing and shall consist of a two (2) inch cut or slice into the concrete pour, and an additional two (2) inch cut into the heel of the pour. Joints shall be formed neatly and perpendicular to the line of the curb. 8-04.3(1)A Extruded Cement Concrete Curb (January 1, 2010 COP GSP) ISupplement Section 8-04.3(1)A with the following: Joints shall be formed neatly and perpendicular to the line of the curb. 8-13 MONUMENT CASES Supplement Section 8-13 with the following: 8-13.1 Description (March 13, 1995 WSDOT GSP) Section 8-13.1 is deleted and replaced by the following: This work shall consist of furnishing and placing monument cases, covers, and pipes in accordance with the Standard Plans and these Specifications, in conformity with the lines shown in the Plans. 8-13.2 Materials (March 13, 1995 WSDOT GSP) Section 8-13.2 is supplemented with the following: The pipe shall be Schedule 40 galvanized pipe. SS -49 8-13.3 Construction Requirements (March 13, 1995 COP GSP) The last paragraph of Section 8-13.3 is revised to read: The Contractor will be responsible for placing the concrete core and tack or wire inside the pipe. 8-13.4 Measurement (March 13, 1995 WSDOT GSP) Section 8-13.4 is deleted and replaced by the following: Measurement of monument case, cover, and pipe will be by the unit for each monument case, cover, and pipe furnished and set. 8-13.5 Payment (April 28, 1997 WSDOT GSP) Section 8-13.5 is supplemented with the following: "Monument Case, Cover, and Pipe," per each. 8-14 CEMENT CONCRETE SIDEWALK 8-14.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 8-14.3 with the following: Testing requirements shall be as follows: Project Quantity Test Requirement less than 5 CY None 5CY - 10CY 1 Slump, 4 Cylinders 10+CY 2 Slump, 4 Cylinders per each 25CY For project quantities above five (5) cubic concrete placed during one (1) working day will require additional testing to determine tests may be required on additional concrete in accordance with Section 1-06.2(1). yards, test requirements shall be based on If the concrete fails any test, the Engineer the extent of the failure and more frequent being placed. Testing and samples shall be Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. SS -50 8-14.3(3) Placing and Finishin¢ Concrete (January 1, 2010 COP GSP) Supplement Section 8-14.3(3) with the following: Expansion joints, using 1/2" thick pre -molded material (AASHTO M213) at full depth, shall be perpendicular and provided at a maximum spacing of thirty (30) feet, at cold joints and at each side of driveway. See City of Pasco Standard Detail Plans 3-6 for joints at pedestrian ramps. Sidewalk construction joints shall be provided at five (5) foot intervals, or as required to match existing improvements. All work shall be perpendicular to the curb and straight. Joint material shall be set flush or trimmed flush with the fmished concrete surface. Concrete finish shall be in accordance with section 6-02.3(14). 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.3(6) Junction Boxes, Cable Vaults. and Pull Boxes (January 1, 2010 COP GSP) Supplement Section 8-20.3(6) with the following: Junction boxes shall be installed at each pole and at each end of all crossings. Junction boxes shall be QUAZITE PG -1324 8-21 PERMANENT SIGNING 8-21.2 Materials (January 1, 2010 COP GSP) Supplement Section 8-21.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 8-22 PAVEMENT MARKING 8-22.2 Materials (January 1, 2010 COP GSP) Supplement Section 8-22.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. SS -51 9-03 AGGREGATES 9-03.12(3) Gravel Backfill for Pipe Zone Bedding (January 1, 2010 COP GSP) Revise Section 9-03.12(3) to read: Gravel backfill for pipe zone bedding shall be used for pipe zone backfill. Gravel backfill for pipe zone bedding shall consist of 5/8 minus crushed gravel, pea gravel, or granular sand. It shall be free from various types of wood waste or other extraneous or objectionable materials. Native material may be used with written approval from the Engineer. 9-15 IRRIGATION SYSTEM (January 1, 2010 COP GSP) Supplement Section 9-15 with the City of Pasco Landscape Irrigation Standards. (January 1, 2010 COP GSP) Revise the title of Section 9-15.18 to read: 9-15.18 Detectable Marking Tape and Tracer Wire (January 1, 2012 COP GSP) Revise Section 9-15.18 to read: Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil, with a metallic foil core to provide the most positive detection and pipeline locators. The tape shall be color coded and shall be imprinted continuously over its entire length in permanent black ink. The message shall convey the type of line buried below and shall also have the word "Caution" prominently shown. Color coding of the tape shall be as follows: utility Tape Color Water Blue Sewer Green Electrical Red Gas/Oil Yellow Telephone/CATV Orange Irri ation Purple SS -52 The width of the tape shall be as recommended by the manufacture for the depth of installation. Tracer wire shall be 12 -gauge heavy insulated (60 mil) copper wire with OF insulation colored per the chart above for the utility being installed. SS -53 STANDARD DRAWINGS STANDARD DRAWINGS PROJECT 17017 — Road 84 Safe Walking Route Connection PROJECT # GR5-ST-7A-1801; State No. HLP-SR17(007) CONTACT Mary Heather Ames, PE Standard Drawings Checklist -7/1/15 DWG ITEMX1 2-15 I Materials List SEWER 2-16 1-1 Standard Manhole 2-17 1-2 Manhole Frame & Cover 2-20 1-2A Manhole Frame & Locking Cover If 2-22 1-3 Standard Drop Manhole 2-23 1-4 Manhole Adjustments 2-24 1-5 Typical Sewer Bedding 2-25 1-6 Sewer Stub Installation (New & Existing Main) 2-27 1-6A Deep Sewer Service (New & Existing Main) 1-7 Pressure Sewer Service Stub WATER ry 2-1 Tapping Water Mains —J RPDA & RPBA Dual Installation larger than 2" 2-2 Residential Water Service Waterline Bedding 2-2A Commercial Water Service FirelineMeter- Ultrasonic 2-3 2" Service Installation Single Detector Check Assembly 2-4 Cast Iron Valve Box Ts` -- Water Service & Back Flow Locations 2-5 Blow -Off Assembly Irrigation Service (Front Yard) 2-6 Air/Vacuum Relief and Vault City Owned or Acquired Irrigation Services 2-7 3" to 8" Services Temporary Irrigation Service with Backflow 2-8 p Required Air Gap ^ 3-1 2-12 Concrete Thrust Blocking 3-2A 2-13 ! Saddle Thrust Block ` 3-2B -^ 3-2C 3-2D lCollector 2-14 Fire Hydrant Installation w Standard Drawings Checklist -7/1/15 2-14A Fire Lines/Backflow 2-15 Guard Post 2-16 PVBA/SVBA Installation W to 2" 2-17 DCVA Installation W to 2" 2-20 RPDA Installation of 3W to 2" 2-22 DCVA & DCDA Dual Installation Larger than 2" 2-23 DCDA & DCVA Installation 2" and Larger 2-24 RPBA Installation of %" to 1" 2-25 RPBA Installation 1-1/4" to 2" 2-27 RPDA & RPBA Installation larger than 2" 2-28 RPDA & RPBA Dual Installation larger than 2" 2-30 Waterline Bedding 2-31 FirelineMeter- Ultrasonic 2-32 Single Detector Check Assembly 2-34 Water Service & Back Flow Locations 2-35 Irrigation Service (Front Yard) 2-36 City Owned or Acquired Irrigation Services 2-37 Temporary Irrigation Service with Backflow STREET 3-1 Typical City Utility Location ` 3-2A Typical Street Sections - Local Access 3-2B -^ 3-2C 3-2D lCollector Typical Street Sections - Alleys Typical Street Sections - Local and Partial Typical Street Sections - Secondary and Standard Drawings Checklist — 7/1/15 TRAFFIC CONTROL 3-2E Typical Street Sections — Primary Arterial X 3-3 HMA & Bituminous Surface Restoration Shoulder Work 3-5A Cement Concrete Drive Entrance (Bypass) X 3-513 Cement Concrete Drive Entrance X 3-5C Cement Concrete Sidewalk X 3-6A Parallel Curb Ramp Double Lane Closure - 4 Lane Road (Inside) 3-6B Perpendicular Curb Ramp 2 Lane Closure - 4 Lane Road 3-6C Combination Curb Ramp 2 Lane Closure - Inside 5 Lane Road 3-613 Single Direction Curb Ramp X 3-6E Detectable Warning Surface 3 Lane Closure - Outside 5 Lane Road 3-7A Type C Pedestrian Curb Lane Closure Near Side of Intersection 3-713 Pavement & Tubular Markers X 3-7C Curb Details (Sheet 1) X 3-7D Curb Details (Sheet 2) X 3-7E Catch Basin Gutter Widening 1 Lane Closure - 3 Lane Road 3-8 Monument Case & Cover Lane Closure 2 Lane Road — 2 Way Traffic 3-9 Commercial Driveway and Valley Gutter 3-10 Typical 12" Street Name Sign 3-11 Typical 9" Street Name Sign 3-12 Typical Sign Post Installation X 3-15 Crosswalk Striping 3-16 Standard Knuckle 3-17 Cul-De-Sac 3-18 Miscellaneous Erosion Control Details 3-19 High Visibility Fence 3-20 Silt Fence with Backup Support 3-21 Check Dams STORM X 4-1 Type 1 Catch Basin 4-3 Standard Drywall 4-3A Modified Drywall X 4-4 Infiltration Trench (Single Outlet) 44A Infiltration Trench (Multiple Outlet) 4-6 Typical Storm Pond 4-7 Outlet Protection X 4-8 Storm Drain Inlet Protection Standard Drawings Checklist — 7/1/15 TRAFFIC CONTROL X 6-1 Caution Sign X 6-2 Shoulder Work X 6-3 Lane Closure - 2 Lane Road 6-4 Right Lane Closure - 4 Lane Road 6-5 6-6 Left Lane Closure - 4 Lane Road Double Lane Closure -4 Lane Road {{{ (Outside) 6-7 Double Lane Closure - 4 Lane Road (Inside) 6-8 2 Lane Closure - 4 Lane Road 6-9 2 Lane Closure - Inside 5 Lane Road 6-10 2 Lane Closure - Outside 5 Lane Road 6-11 3 Lane Closure - Outside 5 Lane Road 6-12 Lane Closure Near Side of Intersection 6-13 Lane Closure Far Side of Intersection 6-14 Work Near Intersection X 6-15 Road Closure & Detour X 6-16 1 Lane Closure - 3 Lane Road X 6-17 Lane Closure 2 Lane Road — 2 Way Traffic CITY OF PASCO Materials List 3/15 Rev. 14 The following material specifications shall clarify, supplement and supersede where applicable the standard specifications. Provide submittals for materials and/or equivalents to the Engineer for approval in accordance with the Standard Specifications. MATERIAL E1. Sewer Syste Sewer pipe: Pipe, joints &fittings Service saddles (sewer tap) Manholes Frames & covers DESCRIPTION Ring-Tite joint 4"-15" PVC, SDR35 18"-48" PVC, Restrained gaskets Single 3 1/2" strap saddle Precast ASTM C478 min. 6' depth, cone section eccentric to 24" opening, A -Loc Premium pipe penetration seal. Ring adjustments- precast concrete ASTM A48, Class 30, cast iron, "SEWER", "CITY OF PASCO" embossed in top (2" raised letters) cover weight. 150 lbs., frame weight -185 lbs. Locking covers ASTM A48, class 30, cast iron, "SEWER", "CITY OF PASCO" embossed in top (2" raised letters) cover weight -150 lbs. Mortar/ Grout American All Patch 20 Jet Set complete repair Targetexpanding non -shrink Transition couplings Longitudinally bolted coupling with gasketed joints. 2. Water System Pipe Ductile iron thickness class 52 Fittings Cement lined, ductile iron, rubber gasket follower glands and bolts AWWA C110 appropriate gaskets transition couplers allowed or C153 and C111, sleeves as needed. Nuts, bolts, studs Carbon steel, ASTM A 307, grade B Restrained joints Approved by the City Engineer prior to installation. Joint lubricant Nontoxic lubricant (water-soluble) Gate valves Resilient wedge with ductile iron body (AWWA smaller than 12" C515), non -rising stem, direction of opening. counterclockwise. Butterfly valves Rubber seated (AWWA C504 Class 150B) 12"or larger Rev. 3/3/15 PRE -APPROVED MANUFACTURER Romac "CB" RADA, Inc. Reese Concrete RADA, Inc. Reese Concrete Wilbert Precast, Inc. D & L Foundry East Jordan Iron Works (3705Z) Olympic Foundry Neenah Foundry Co. East Jordan Iron Works (3704C) D & L Foundry American Jet Set Target Products Romac, Dresser, Rockwell, Ford, Smith -Blair American Flow Control (2500 Series) Clow (F-6100 Series) Kennedy (Model KS -RW) M&H Valve (Style 7000) Mueller (A-2300 Series) Pratt (Groundhog) Kennedy(Adap-Torq) Mueller (Lineseal III) Clow /M&H (450, 4500 & 1450 Series) 2.a. Water Services & Connections PRE -APPROVED MATERIAL DESCRIPTION MANUFACTURER Tapping sleeves Ford fast style stainless steel Ford compound (AWWA C702) Romac model SST stainless tapping sleeve Romac **ALL FITTINGS TO BE LEAD FREE** Smith -Blair stainless steel tapping sleeve with Smith -Blair T' 1 1/2". 2" ductile iron flange. Tapping gate valve Resilient wedge, cast iron body (AWWA Mueller (T-2360) 12" or less C509/515) direction of opening- counter clockwise Clow (F-6114) Valve boxes series) Olympic Foundry (931) Single detector check Fire protection system piping. Watts (SS07F) valve (To be purchased and installed by C.O.P. only) Fire hydrant Dry -barrel, compression type with 5 1/4" valve Mueller (Centurion) See spec. 9-30.6(3)A opening, working pressure=150lb., 1 1/2" Clow (Medallion) pentagon operating nut (left open) (AWWA CM) Waterous (Pacer WD67) Fire hydrant connector Storz HPHA50-45NH, Harrington, Inc & cap 5"x 4-1/2" NH Storz HBC -50 (1 1/2" & larger Air relief valve (ARV) Air -release for water works service. APCO (146) (AWWA CM) Service Saddles City water supply valve Brass ball valve or brass valve with rubber disc. Buckner, Lawnlife, Champion, to irrigation system '/. - Mueller (DS2S) Watts, Nibco. 2 inch McDonald (384x & 382x) Irrigation pipe — not in Minimum irrigation DR -18. See separate Parks and roadway Romac (305, 306) Recreation Irrigation Section class 150 or class 350 D.I. and A/C pipe. for service valves, sprinklers, direct tap V with copper service (cc threads) Ford (F1000) etc. Irrigation pipe — in 4-127- ductile iron or AWWA C900 DR -18. roadway 12" and larger- ductile iron or AWWA C905 DR - Rev. 3/3/15 18. 2.a. Water Services & Connections Meters 3/4" - 1" 1 1/2"- 2" Badger (LP35, LP55 & LP 120) displacement displacement (AWWA C700) Neptune (T-10,Tru/Flo) compound (AWWA C702) Sensus (SRII) **ALL FITTINGS TO BE LEAD FREE** Sensus_ (SRH) Meter angle valves T' 1 1/2". 2" Ford (KV43, FV13 series) (compression) (threaded) Mueller (H-14258, H-14286) McDonald (4602 & 4604 "ALL FITTINGS TO BE LEAD FREE** series) Meter check valves V, 1 1/2" - 2" Ford (HA34, HFA31 series) (compression) (threaded) Mueller (H-14269) **ALL FITTINGS TO BE LEAD FREE** Copper pipe (std. See spec. 9-30.6(3)A Cerro service) Muller Cambridge Lee Galvanized pipe See spec. 9-30.6(3)A -------------------- (1 1/2" & larger services) Service Saddles C.C. thread (AWWA C800) for A4VWA C900 PVC Romac (202S, 1015) (up to 12") class 150 or class 350 D.I. and A/C pipe. Mueller (DS2S) McDonald (384x & 382x) Smith -Blair (315 & 317) Service Saddles C.C. thread (AWWA C800) for AWWA C900 PVC Romac (305, 306) (12" or larger) class 150 or class 350 D.I. and A/C pipe. Corp. stops direct tap V with copper service (cc threads) Ford (F1000) Mueller (H -15008,H-1001.3) "*ALL FITTINGS TO BE LEAD FREE** McDonald (4701.22) Rev. 3/3/15 Rev. 3/3/15 PRE -APPROVED MATERIAL DESCRIPTION MANUFACTURER Thread Sealant Use on threaded pipe fittings Spears Blue 75 Whitlam Blue Magic Teflon Tape or Teflon tape & thread sealant (Spears or Whitlam) Corp. stops used with Ford, FB400(CC),FB500(IP) service saddles Mueller H-9968(CC), (2" & larger) H-9969(IP) McDonald 4701B-22, 4704B - **ALL FITTINGS TO BE LEAD FREE** 22 Fittings Compression Ford C-44 (copper to copper) (No grip fitting allowed) Mueller (H-15403) **ALL FITTINGS TO BE LEAD FREE** McDonald (4758-22) Meter boxes & ]ids '/." & 1" Boxes MSBCF 1527-18 Mid States Plastic BCF Series RMB 1527-18 Raven Lids 1527R w/ reader lid Raven 1 Y," & 2" Boxes . MSBCF 1730-18 Mid States Plastic BCF Series RMB 1730.18 Raven Lids 1730R w/ reader lid Raven Meter vault Pre -cast cement with diamond plate spring 01dCastle Precast (3.8 inch meters) assisted cover with locking latch inside (]id = 332-P) dimensions must allow for specified clearances. Backflow assembly Pre -cast cement vault with diamond plate spring O1dCastle Precast vault and lid for assisted cover with locking latch. Inside diameter (lid = 322P) assemblies larger than must allow for specified clearances. Contractor 2 inches up to 3 inches shall supply any necessary tools, keys or wrenches needed to open the vault lid. These shall be turned over to the Engineering inspector at the time of installation. Backflow assembly Pre -cast cement vault with diamond plate spring O1dCastle Precast vault and lid for assisted cover with locking latch. Inside diameter (lid = 2-322P) assemblies 4.6 inches must allow for specified clearances. Contractor shall supply any necessary tools, keys or wrenches needed to open the vault lid. These shall be turned over to the Engineering inspector at the time of installation. Backflow assembly Pre -cast cement vault with diamond plate spring OldCastle Precast vault and lid for assisted cover with locking latch. Inside diameter (lid = 3-322P) assemblies 8.12 inches must allow for specified clearances. Contractor and parallel shall supply any necessary tools, keys or installations wrenches needed to open the vault lid. These shall be turned over to the Engineering inspector at the time of installation. Ladder Safety Post Ladders installed in the vaults shall include the LadderUP Safety Post installation of a safety post. Model#: LU -2, LU -3, or LU -4 Backflow assembly box Molded plastic box allow for minimum clearances Carson Industries Y4 - 1 inch assemblies to the side and below. (1220 & 1324) Backflow assembly box Molded plastic box allow for minimum clearances Carson Industries (1730) 11/, - 2 inch assemblies to the side and below. Meter angle valve- V -inch x %-inch with iron pipe threads and Ford (BA11-333W) Irrigation padlock wings Irrigation service box Body: L Series 1220-12 box (green) Carson Ind. and lid Cover: T -Cover 1220-4 Carson Ind. Rev. 3/3/15 3. Streets Monuments Monument frame & cover (3680) or approved PRE -APPROVED MATERIAL DESCRIPTION MANUFACTURER Valve boxes for 3 to 4" pipe size- #708 (6" valve box) Carson Industries isolation valves of 6 and larger- #910 (10" valve box) backflow assemblies 90' Cross bracket for large blade — 120CPX090 Irrigation spigot Bronze valve, left handed turn gate valve Nibco Class 125 (M.T.-113) Isolation Valve Lead Free curb stops or • 1", 1 Ys", and 2" infiltration trenches FIPX FIP Bll-343-NL (3/4") B11 -454 -NL (1") B11.666 -NL (1 h") Bl 1.777 -NL (2") CTS X PEP B46 -333 -NL (3/4") B46 -444 -NL (1") B46 -666 -NL (1 W) B46.777 -NL (2") Mueller. 300 Ball Curb Stop A.Y. McDonald: No Lead 76101 Pre -manufactured Enclosures are required for providing freeze -Hot Box (Fiberglass, stainless enclosures on above protection. steel, ornamental rock and ground backflow ornamental stump) prevention assemblies -Aquashield -Safe-T-Cover (Hydrocowel/Watts) 2.b. Meter with Backflow_Assemblies Meter boxes a/," — 1" Box MSBCG 1527-18 Mid States Plastics BCF and lids Series Lid 1527.18 Raven 1 ''/," — 2" Box 1730-18 Mid States Plastics BCF Series Lid 1730.18 Raven 3. Streets Monuments Monument frame & cover (3680) or approved East Jordan Iron Works equal. Street signs Pole bracket for larger sign blade — 120UNX200 Zumar Pole bracket for standard blade — 120UNF200 90' Cross bracket for large blade — 120CPX090 90' Cross bracket for standard blade- 120CPF090 Catch basin Oil/Water To be installed on all catch basins connected to Raven Products OWS-LP-4-15 Separators infiltration trenches BMP 12R Ground Water Rescue, Inc. "The Eliminator" 4. Storm Drain System Pipe and joints Ring-Tite joint ASTM 3212 J -M PIPE 4"45" PVC, ASTM D3034-SDR35 Advanced Drainage Systems 18"-27" PVC, ASTM F679 Rev. 3/3/15 MATERIAL DESCRIPTION Catch basin frames and E.J.I.W. 432 grate, style D-2; away from curb, grates E.J.I.W. 432 grate, style C-2; next to curb & gutter, E.J.I.W. 433 frame; rectangular, 433 frame; Tracing wire splice kit circular Manhole lids and "STORM" and "CITY OF PASCO" in 2" letters frames For size & weight see Sewer System standards Catch basin barrels 24" round barrels, 4' deep, heavy wall precast catch basin. Drywall 48" Dia. perforated sections (25 perforations per 4' section). 60" dia. concrete cap; H-20 load rate 3' eccentric manhole cone Geotextile fabric Non -woven fiber pore size 0-13mm maximum water permeability 0.05 cm/sec minimum grab strength (ASTM D 1682) 100 lbs. minimum fabric toughness 10,000 lbs. 6. General Structural concrete Class 3000, minimum 5 W sack mix Tracing wire 12 gauge copper with 60 -mil., OF installation, colored blue for water, green for sewer and purple for irrigation. Tracing wire splice kit Direct bury Locator Tape 2" wide, aluminum backed, colored blue for water, green for sewer and purple for irrigation. Pavement Markings Arrows, letters, symbols, and crosswalks shall be Type B — Pre -formed Fused Thermoplastic. All lines shall be Type A — Liquid Hot Applied Thermoplastic. Striping material type may vary only with written approval from the Engineer. Detector meters Detector meters shall read in cubic feet 7. Forms Fire Hydrant Regulation Patching City paved streets Water check -off Sewer check -off Vertical Datum points Landscaping Standards Amendments to Standard Specifications PRE -APPROVED MANUFACTURER RADA, Inc. East Jordan Iron Works Wilbert Precast, Inc. Olympic Foundry RADA, Inc. Reese Concrete D & L Foundry East Jordan Iron Works Olympic Foundry Wilbert Precast, Inc. RADA, Inc. Reese Concrete Products Wilbert Precast, Inc. RADA, Inc. Reese Concrete Products Wilbert Precast, Inc. 3M DBY-6 Approved by City of Pasco's Construction Manage ,_ ,�/ ,<.,.® Date 3 I.1111S Rev. 3/3115 TRENCH BACKFILL NOTES: RESTORE PAVEMENT AND CRUSHED SURFACING TO STREET STANDARD (SEE DWG. . 7 NO. 3-2) A1. SAW CUT TO A NEAT EDGE AND COAT ALL JOINTS WITH ASPHALT EMULSION. IF PREVIOUSLY CUT 7 EDGE HAS RAVELED OR IS UNDERMINED RECUTTING WILL BE REQUIRED AS DIRECTED BY THE CITY ENGINEER. 2. THE CONTRACTOR MAY BE REQUIRED TO TEMPORARILY PATCH THE TRENCH PER PMC 12.24.340. TEMPORARY PATCHING SHALL OCCUR IF A PERMANENT PATCH CANNOT BE PLACED IMMEDIATELY AND 7 TRAFFIC LANES MUST BE OPENED. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE CITY ENGINEER PRIOR TO APPLYING A TEMPORARY PATCH. 3. BORE HOLES 12" AND SMALLER: FILL WITH 5/8" -MINUS CRUSHED ROCK UP TO 1 -FOOT FROM FINISHED SURFACE THEN PLACE CONCRETE OR NON -SHRINK GROUT TO SURFACE. A7 4. H.M.A SHALL BE 1/2" PG 64-28 UNLESS OTHERWISE NOTED OR APPROVED BY THE CITY ENGINEER AND SHALL MEET THE REQUIREMENTS OF SECTION 5-04 OF THE STANDARD SPECIFICATIONS. 5. H.M.A. PAVEMENT SHALL BE PLACED IN ONE (1) LIFT FOR 2"-3" DEPTH AND TWO (2) EQUAL LIFTS FOR 4" DEPTH OR GREATER. PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION CITY OF PASCO, WASHINGTON 2 F SIDEWALK EXPANSION JOINTS USING %- MASTIC ARE REQUIRED AT: F 2 1. 30' MAX. SPACING 2. ALL CURB RETURNS 3. ALL TOP OF DRIVEWAY TRANSITIONS 4. AT EXISTING CONCRETE CURB EXPANSION JOINTS USING %' MASTIC ARE REQUIRED AT: 1. 50' MAX. SPACING 2 All MIRA RFTIIPN(z 4 OF C.S.T.C. -' ZL SECTION A -A I NOTES: I. JOINTS ON SIDEWALKS EVERY 5 FEET OR AS REQUIRED TO MATCH EXISTING IMPROVEMENTS (CUT 3/4" MIN. DEEP FOR AGGREGATE SEPARATION). 2. CONSTRUCTION JOINTS ON CURB AND GUTTER ARE SPACED 10' (FEET) AND STABBED AT FACE OF GUTTER AND BACK OF CURB. JOINTS IN WALK SHALL MATCH CURB JOINTS AND BE PERPENDICULAR TO CURB. 3. DRIVEWAY APPROACHES FOR RESIDENTIAL AND COMMERCIAL PROJECTS SHALL BE APPROVED BY THE CITY OF PASCO ENGINEERING DEPT. FOR SIZE AND LOCATION PRIOR TO CONSTRUCTION. 4. ALL %" MASTIC TO BE FULL DEPTH PENETRATION. 5. EXISTING DRIVEWAY CURB TO HAVE 4" OF CRUSHED SURFACING UNDERNEATH OR BE BROUGHT UP TO STANDARD. 6. HEADERBOARD BULKHEADS TO BE INSTALLED PRIOR TO FORM INSPECTION. 7. SAWCUT CURB MUST MEET STD 3-7C OR 3-7D. 2 REV. 2 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION ;ITY OF PASCO, WASHINGTON 6.5' COMMERCIAL 5' RESIDENTIAL 27o CROSS SLOPE MAX 4" OF CONCRETE Tr 4" OF C.S.T.C. SEE STD DWG 3-7C FOR CURB DETAILS NOTES: )) (( // 4- MIN,1 FOR AGGREGATE . JOINTS ON WSEPARATION). 5'ALKS EVERY (FEET JRINTTS AS LQMATCH CURB AJOINTSFIANDGBE PERPENDICULARTOTHE CURB DEEP 2. SIDEWALK EXPANSION JOINTS USING 4J5, MASTIC ARE REQUIRED AT 30' PACING, ALL CURB RETURNS, THE TOP AND BOTTOM OF ALL DRIVEWAY TRANSITI011S, AND AT EXISTING CONCRETE 2 3. ALL 1/2" MASTIC TO BE FULL DEPTH PENETRATION AND FLUSH WITH THE FINISHED SURFACE. 4. IF THE THREAT OF RAIN OR BLOWING SAND IS PRESENT, SURFACES SHALL BE COVERED WITH 6—MIL POLY SHEETING. IF THE THREAT OF FREEZING IS PRESENT, THE WORK SHALL BE COVERED WITH THERMAL CURING BLANKETS FOR A PERIOD OF SEVEN (7) DAYS. 5. C.S.T.C. AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF ASTM D15575. 6. HEADERBOARD BULKHEADS TO BE INSTALLED PRIOR TO FORM INSPECTION. 7. SIDEWALKS BEHIND TYPE "D" CURB SHALL HAVE 6" THICK CONCRETE. A 8. SLOPE ALL SURFACES (I.E. LANDSCAPE WHERE DETACHED SIDEWALK) AT 2% FROM RIGHT OF WAY TO BACK OF CURB. REV. 2 PUBLIC WORKS DEPARTMENT CEMENT ONCRETESID WA 3/2/15 ENGINEERING DIVISION APPROVED: STD. SPEC. $-gQ DWG. __CITY OF PASCO, WASHINGTON DATE: i NO. h i55 g4 2EE WW� 1WWY W� Fy 00 1-00 W N WG �u �sr '15'5IIIn Wrc(q y8y�zi € WII�I ° UZ'"" V 880 CWS O ��$<F Wpp JW UUZ IIuu�O Zmog Op mmp� a zw �a a tOJ t00� yyy'��i nY.w p� �2 WLL 3 Ou mM K 6 - 5W =a a� 5 o ow U °z Z<Zg Zo �'a°3 �oaw 5,'; ESa x O 5p3i �p U 0 m -dm u p 0 w jYF ZfLZ_ UWW 3025 <2G >OO O �h 0F o °z �- °m Fz° Z-0 M gm �g w �& Ww cmWirc Yew ��� gi '�p E aw 5i� wcim �N, jQ gil mUa Wym FSC 000 J�U(Wy�W K< M'W, r K0yN WQ Z&M05m mSQm 0W202 Z !1�!{SU h O 84 �m 048 HFu FOOFO OZ mo'Sx d z � 14 vi d vi m n ae 9 1 Sw n n w w ;g p ? U VJ ! � S Y 3 Z C FC V 2� lj9 i� 6 x Ll L-. n Y '1 pW N 6 I I V Q I \ 2 I• 9 1 Sw n n w w ;g U 9 ? U VJ � S Y 3 Z C FC V 2� lj9 i� 6 x Ll L-. n Y 9 1 Sw n v� w w ;g U 9 P V PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION CITY OF PASCO, WASHINGTON WW J REV. 3 (UPDATED BASED ON CURRENT MOT STANDARDS; 10/21/14 P SPEC. R - -1A b 2 ;g U 9 ? U VJ � S Y 3 Ll L-. WW J REV. 3 (UPDATED BASED ON CURRENT MOT STANDARDS; 10/21/14 P SPEC. R - -1A 3 a W1 tG 1 0 w 1 r 5 e Wak4-� �\ , Qm W O �LL W Q 1 Z 6lu U p 0 1Y O < U a Y �Vr... 1 « U 4, W ZLL F O N V ow N Z LL Y p m F m ' I G I UW mI i i UN Ij a REV. 3 (UPDATED BASED ON CURRENT WSDOT STANDARDS) 10/28/14 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION APPRC O 1- 3 QJ N LLI Q W 7 z = W O; 3q 22w'O_ 0 W � 30tlN0 ......: :• . W fj� J �4 Z U 5 F iii i wo3 <WFZ V t g J� U � ZH I rn 3 L ar 16 W � ug w � 2 � N I _ 2 QJ N mN LLI Q W 7 z = W O; 3q 22w'O_ 0 W � 30tlN0 ......: :• . W fj� J �4 Z U 5 I X11 IL CZ1 <WFZ t g J� U � mN LLI Q 7 z = Q K W � 30tlN0 ......: :• . W fj� Z U 5 I X11 IL 1 w�� qt� � 30tlN0 ......: :• . yU�y QN mpV m CJO fj� Z U I X11 wW2a1O CZ1 <WFZ J� U ZH I rn 3 L 2 10" 5" Qa SEE NOTE 5 2-1/2" 1-1/2" R 1/4"R 1/2"R 5/8° VARIES 2% DEPTH OF 6" THRU JOINT 6" T tT—L 6- WHEN PLACED ON PAVEMENT, DRILL -Y4'A- DEEP HOLES 0 1' D.C. SEE NOTE 4 1" R (TYP.) EXTRUDED CURB CURB AND GUTTER AT DRIVEWAY DROP AND ADA RAMPS 63/4' " 6" 2 5-1/2" 1 4":1' L O 1" 1"R STAB MIN. 3" TYPICAL 12 \ " 5/8" -`� 6 STAB MIN. 3" \\--4" MINIMUM COMPACTED --►4�" MIN. COMPACTED �� CRUSHED SURFACING CRUSHED SURFACING TYPE D CURB AND GUTTER DETAIL TYPE "A" CURB AND GUTTER DETAIL CUL-DE-SAC FROM CURB RETURN TO CURB RETURN NOTES: 1. CONCRETE SHALL BE PER THE MATERIALS LIST. 2. CUT JOINTS SHALL BE 10'-0" C/C. 3. EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS. 4. BONDING AGENT TO BE FOUR (4) PARTS PORTLAND CONCRETE SLURRY TO ONE (1) PART DAYTON SUPERIOR J-40, OR APPROVED EQUAL. Qe 5. MATCH ROADWAY SLOPE. MAXIMUM COUNTER SLOPE SHALL BE 5.0%. REV. 5 LP6BOLUI-C WORKS DEPARTMENT URB DETAILS EET 1 ENGINEERING DIVISION APPROVED: STD.SPEC. DWG. F PASCO WASHINGTON DATE: / 3N�C 12" (IN) R. I — 1" IN R. (IN) R. 6' CEMENT CONCRETE ( ) 12^ CURB RAMP, LANDING. --�7'_ 1" IIN) i OR DRIVEWAY CEMENT CONCRETE OR VARIES FROM _ R. ENTRANCE 6ASPHALT CONCRETE $' ) SIDEWALK OR PATH 6' (IN) TO 0" (IN) r 6.1 LJL - +.__ 3/8"(IN)PREMOLDED 3M' (IN) PREMOLDED JOINT FILLER JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES -' FACEOFCURB FACE OF CURB- 12',-- FACE OF CURB f.6 ifYJ VARIES FROM 6'(IN) TO O"(IN)— - MAINTAINIH:6VSLOPE 1' 10• 1" �S R (IN). , ON SIDE OF CURB i� MATCH ROADWAY 1"(IN)R. SLOPE 5% MAX. 12'(IN) / ROADWAY ROADWAY m�Iy , ROADWAY mrl 1p1 FLUSH WITH GUTTER PAN AT CURB . r { O RAMP ENTRANCE —12" (IN) VERTICAL c 1Or LIP AT DRIVEWAY ENTRANCE 4' MIN. COMPACTED 1 6' 4" MIN. COMPACTED CRUSHED SURFACING L CRUSHED SURFACING DEPRESSED CURB SECTION 1 314" 1 U �' AT CURB RAMPS AND DRIVEWAY ENTRANCES DUAL-FACED CEMENT CONCRETE TRAFFIC CURB NOTES: 1. CONCRETE SHALL BE PER THE MATERIALS LIST. 2. CUT JOINTS SHALL BE 10'-0- C/C. 3. EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS. REV. 0 10/28/14 PUBLIC WORKS DEPARTMENT CURB D AILS HEET2 ENGINEERING DIVISION APPROVED: STD. SPEC. CITY OF PASCO WASHINGTON DATE: A 3 7D BACK OF SIDEWALK 3/8' MASTIC EXPANSION JOINT FULL STAB JOINT I DD F ' 1a• , n � s• a' —~I a' i i FACE OF CURB CATCH BASIN (SEE MATERIALS LIST) r �I i REV. 0 11/6/12 PUBLIC WORKS DEPARTMENT CATCH BA IN GUTTER WIDNING ENGINEERING DIVISION APPROVED: STD. SPEC. DWG. CITY OF PASCO WASHINGTON DATE: 3NO. PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION W Z J W F= - Z ON oZ ag J W aQ (nm V) 0w U� W Z 5 � o Q WO � � Y � 0J a 03 O =w �- tn � U ? � J Z0 �JJ J z Q yw J0< W 3�3 af< N a J Q F- OZ3 MZui UW W LO a3� Oaf LL (If cnzuj ?ovf Coe f W N 1n Q 0] CL 0 N N ri 4 REV. 2 5/30/14 <t N W g-1 C 31ON N du 3 Q— – 0 Y Q � � W (n W N 0Z a PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION W Z J W F= - Z ON oZ ag J W aQ (nm V) 0w U� W Z 5 � o Q WO � � Y � 0J a 03 O =w �- tn � U ? � J Z0 �JJ J z Q yw J0< W 3�3 af< N a J Q F- OZ3 MZui UW W LO a3� Oaf LL (If cnzuj ?ovf Coe f W N 1n Q 0] CL 0 N N ri 4 REV. 2 5/30/14 LOWER FRAME CURB GROUT BETWEEN C.B. RING & CONCRETE TILE, BOTH INSIDE & OUTSIDE. 15" KNOCKOUT 20" MIN. 0 6" OF BASE ROCK. o COMPACTED TO 95%,o (ASTM D698) c FRAME & COVER SEE MATERIALS LIST SURFACING INLET I - CASTING 24" .; Z�SCREW� INSTALL REMOVABLE A.D.S. 90' BEND W[ TAPERED END SttCTION. SECURE - W/ SET SCREW. SEE NOTE 5 H.M.A. TOP COURSE BASE 1"-6" ADJUSTMENTS 2" AND GREATER MIN. TO BE MADE WITH PRECAST CONCRETE RINGS. METAL SHIMS ONLY. 20" MIN. Popo po`poDo o• 'o apo po po po po po 'opo po popo po po >po poop o Oo po po 12" o Cp? O o popp o pp o po po po NOTES: 1. TOTAL AREA OF PIPE PENETRATION SHALL NOT EXCEED 160 SQUARE INCHES. CATCH BASIN SHALL BE WSDOT TYPE -2 , ) FOR PENETRATIONS EXCEEDING THIS LIMIT. 2. SEE DWG. NO. 1-1 FOR STORM DRAIN MANHOLE. 3. SEE DWG. N0, 4-4 FOR INFILTRATION TRENCHES. 4. DO NOT KNOCK OUT HOLE IN BOTTOM OF CATCH BASIN. 7 5. IF PIPE DIAMETER GREATER THAN 8", OR IF MULTIPLE PIPES REQUIRED, USE AN APPROVED OIL/WATER SEPARATOR FROM MATERIALS LIST. REV. 7 3/2/15 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION - CITY OF PASCO, WASHINGTON GROUT COLLAR FINISHED SURFACE i 3' MIN. 2" - 3" DRAIN ROCK 6' MIN. » 6" FILTER FABRIC 3' i. r I--- 4' CATCH BASIN, FRAME & COVER SEE MATERIALS LIST GROUT BETWEEN BARREL SECTIONS END VIEW SIDE VIEW ASPHALT OR GRASS 24" x VARIES CATCH BASIN EXTENSION 24" x 4' CATCH BASIN BASE PER MATERIALS LIST /-FILTER FABRIC 10' SOLID GROUT COLLAR CUT FLUSH & GROUT UNDISTURBED EARTH 12" OF 5/8" CRUSHED ROCK �2"-3" DRAIN ROCK CAP PERF, DRAIN PIPE 8" MIN. 1. FILTER FABRIC TO ENTIRELY ENVELOP THE DRAIN ROCK WITH V OVERLAP MIN. 2. INFILTRATION TRENCHES SHALL MEET ALL DEPARTMENT OF ECOLOGY REQUIREMENTS AND BMP'S 3. INFILTRATION TRENCH MAY ONLY BE USED WITH APPROVAL OF THE CITY ENGINEER. 4. ALL CATCH BASINS CONNECTED TO INFILTRATION TRENCHES MUST HAVE AN OIL/WATER SEPARATOR, SEE MATERIALS LIST. 5. INLET PIPE TO INFILTRATION TRENCH MUST BE PRECEDED BY A PRETREATMENT B.M.P. 6. UIC REGISTRATION: FILL OUT FORM (TO BE SUPPLIED BY COP) AND COORDINATE WITH COP FOR SUBMITTAL REQUIREMENTS. UBLIC WORKS DEPARTMENT -INTURATION TRENCH S TET ENGINEERING DIVISION APPROVED: STD. SPEC. ]-OS TY OF PASCO, WASHINGTON DATE: ISEDWATENI Ai ISOMETRIC VIEW SECTION VIEW PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION :ITY OF PASCO. WASHINGTnN BYPASS STEM (TYP.) ET GRATE DEVICE NOTES �) SIZE THE INLET PROTECTION DEVICF FOR THE STORM WATER STRUCTURE IN WILL SERVICE. 2) THE WILL PROTECTION DEVICE SHALL HAVE A. BUILT-IN HIGH FLOW RELIEF SYSTEM. (OVERFLOW BYPASS). 3) THE RElWEVAE SYSTEM MUST ALLOW REMOVAL OF THE INLET PROTFCHON DEVICE WITHOUT SPILLING THE COLLECTED MATERIAL, 4) PERFORM MAINiENA4CE IN ACCORDANCE WITH WSDOT STANDARD SPrCI'ICAlOH 8-01.3(75), MOTOR CYCLES USE EXTREME CAUTION W21-1701 (36" X 36") REFER TO WSDOT SIGN FABRICATION MANUAL FOR SIGN DETAILS RCW 47.36.200 (2) IF THE CONSTRUCTION, REPAIR, OR MAINTENANCE WORK INCLUDES OR USES GROOVED PAVEMENT ABRUPT LANE EDGES STEEL PLATES, OR GRAVEL OR EARTH SURFACES, THI' CONSTRUCTION, REPAIR OR MAINTENANCE ZONE MUST BE POSTED WITH SIGNS STATING THE CONDITION, AS REQUIRED BY CURRENT LAW AND IN ADDITION, MUST WARN MOTORCYCLISTS OF THE DEEPARTMENTASHALL ADOPT BY RULE OA UN�ORM THIS SUBSECTION FOR THIS PURPOSE, INCLUDING AT LEAST THE FOLLOWING LANGUAGE, "MOTORCYCLES USE EXTREME CAUTION." REQUIRED SIGN (WHEN ABOVE CONDITIONS APPLY) ALL CHANGES MUST BE APPROVED BY THE CITY ENGINEER NOTE: FOR REFERENCE ONLY. SEE MUTCD. 10/25/12 PUBLIC WORKS DEPARTMENT AU oNIUN ENGINEERING DIVISION APPROVED: STD. SPEC. 1-10 CITY OF PASCO WASHINGTON owe. U _ DATE: S' � / tvo. CONSTRUCTION DRAWINGS 0 0 0 Q SANDIFUR PKWY L1 17017 7®17 A 4 SAFE BURDENBLVD WALKING ROUTE CONNECTION PROJECT NO. GR5--STT-7A-1801, SLATE NO. HLP-SR17(007) Located in the City of Pasco, Franklin County, Washington, within Sections 16 and 17,Township 9 North, l8? Range 29 East, Willamette Meridian ARGENT RD DRAWING INDEX 51 ABBREVIATIONS: SHEET NO. DESCRIPTION ABBREVIATION: DESCRIPTION: 1 OF COVER SHEET AVE AVENUE 20F5 RRFB CROSSING AT STERLING ST BDG BUILDING 3 OF 5 SIDEWALK ON EAST SIDE SMP BEST MANAGEMENT PRACTICES 4 OF5 (STA 2+85 TO STA 7+20) C -LINK CENTURY LINK BMP: WA SIDEWALK ON EAST SIDE CONC CONCRETE 5OF5 (STA 7+207010+30) DI DUCTILE NON THE SITE IS AN EXISTING CRY PROPERTY WITH FLATTO MODiERATE SLOPES. SIDEWALK ON WEST SIDE DWG DRAWING ELEMENT A- CON1Rf1 ppLLLRANTS (STA 7+20 TO 1030) E EAST SHALL BE PROVIDED FOR ALL, CHEMICALS, UQVID 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, 2 EG EXISTINGGRADE BATCH PLANT FOR RECYCLING. CONCRETE MAY NOT BE WASHED INTO SITE STORMWATER SWALES. EL ELEVATION TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAWTANED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH BMPS. SEDIMENT CONTROL BLIPS EP EDGE OF PAVEMENT STABILIZED ON ON PERMANENTLY STABILIZED. SITE. DISTURBED SOIL RESULTING FROM REMOVAL OF SMPS OR VEGETATO N SHALL ISE EX EXISTING MODIFIED WHENEVER THERE ISA SIGNIFICANT CHANGE N THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ANY BMP. FO FIBER OPTIC THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND MAY NOT SHOW ALL UTILITIES WITHIN OONSTRUCTION LIMITS. �JLL43EF FS FINISH SURFACE PRESERVE ALL UNDERGROUND UTILITIES. CALL TWO BUSINESS DAYS BEFORE YOU DIG. 5 NMA HOT MUX ASPHALT 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 IE INVERT ELEVATION D IRR IRRIGATION LT LEFT DESCRIPTIONNG PROPOSED MAX MAXIMUM MIN MINIMUM WATER N NORTH SEWERSS- WA NOT APPLICABLE STORM SO__. NO NUMBER OVERHEAD PO✓VEOHP— NTS NOT TO SCALE GASGAS— OHP OVERHEAD POWER CENTURY LINK FO — PSI PASCO SPATIAL INFORMATION UNDERGROUND PGP— PUD PASCO UTILITY DISTRICT CHAIN LINK FENCE'--- 7WWFMI-- ROW RIGHT OF WAY WASTEWATER FOWFM— RT RIGHT MINOR CONTOUR3 S SOUTH MAJOR CONTOUR SO STORM DRAIN ST STREET STA STATION STORM DRAIN INLESTD STANDARD STORM DRAIN MANn SS SANITARYSEWER STREETLIGHTSSMH SANITARY SEWER MANHOLE TBC TOP BACK OF CURB TRANSP TRANSPORTATION UGP UNDER GROUND POWER FIRE HYDRANT W WEST WATER VALVE $ WL WATER LINE SSMH Q WV WATER VALVE WWFM WASTEWATER FORCE MAIN CT' OF PASCO. ENGINEERING CITY OF PASCO, PUBLIC WORKS OPERATIONS CASCADE NATURAL GAS FRANKLIN COUNTY IRRIGATION DISTRICT BASIN DISPOSAL, CHARTER COMMUNICATIONS BEN FRANKLIN TRANSIT CENTURYLINK FRANKLIN PUD PASCO SCHOOL DISTRICT, TRANSPORTATION BONNEVILLE POWER ADMINISTRATION KIM HOLST ARNIE GARZA (OFFICE) ARNIE GARZA (CELL) JOHN BURNS RAUL RAMIREZ TOBIAS MEARS AARON GONZALEZ (OFFICE) AARON GONZALEZ (CELL) STEPHANIE LORENZ -1503)5453444 -(503)545-3463 -(509)736.5563 -(WB)619-5282 -(509)547-3931 - (509) 547-2476 - ISM) 222-2521 -1609)7354131 -(509)305.7503 - (503) 6465953 -(509)7271475 -(509)547-2510 -1509)544-4748 EROSION CONTROL NOTES: MRS ELEMENT Ti' MARN INE 51 CONSTRUCTN)N WILL SE LIMITED TO INSTALLATION OF NEW IMPROVEMENTS ON EXISTING CRM PROPERTY. BMP: WA O E�rucur xe. c�r.e �., ...............,.. ._____ T � CONSTRUCTION VEHICLE ACCESS SHALL UTILIZE EXISTING PAVED CITY ROAD AND EXISTING PARKING AREASANYADDITIONAL CONSTRUCTION ACCESS REQUIRED SHALL BE CONSTRUCTED PER CITY OF PASCO STD DWG N0.3-18 �L)o BMP: ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. Z ELEMENT 43: CONTROL FLOW RATES a� = TME SITES ARE LOCATED WRMIN EXISTING CITY PROPERTY WITH WELL DRAINED SOILS AND SELF CONTAINED DRAINAGE SYSTEMS. ALL CONSTRUCTION STORMWATER SHALL BE CONTAINED ONSITE AND DIRECTED TO EXISTING DRAINAGE FACILITIES. W BMP: WA I FI ENFM N' INSTAL SEm C+M'TROL Y O THE SRESAN E%STING Lf1Y RIGHT -0F -WAV. MATERIAL EXCAVATED FROM THE SITE, AND IMPORTED TO THESRE'HALL BE S70RED INA MANNER TO MINIMIZE EROSION OF SOtlLS TO THE MAXIMUM EXTENT PRACTICABLE. p 3i BMP: WA ` U E•1 MENTI LE SELEM NT16- BIL S•ILS CONSTRUCTION WILL BE LNAITED TO INSTALLATION OF NEW NPROVEMENTS.ALL TRENCHING IS WITHIN EXISTI MG CITY PROPERTY UNDER EXISTING IMPROVED MEAS. BMP: WA m d ELEMENT TB: PROTECT SLDPF�rIB�OTE���� THE SITE IS AN EXISTING CRY PROPERTY WITH FLATTO MODiERATE SLOPES. BMP: WA ELEMENT A- CON1Rf1 ppLLLRANTS ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF N A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. COVER CONTAWMENT,AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL, CHEMICALS, UQVID 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, 2 BMP: CONCRETE HANDLING -CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, AND HAND TOOLS SHALL BE WASHED OUTONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. UNUSED CONCRETE REMAINING N THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. CONCRETE MAY NOT BE WASHED INTO SITE STORMWATER SWALES. ELEMENTiB: MAINTAIN BLIPS TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAWTANED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH BMPS. SEDIMENT CONTROL BLIPS SHALL BE INSPECTED WEEKLY OR AFTER ARUNOFF-PRODUCING STORM EVENT DURING THE DRY SEASON AND DAILY DURING THE WET NEEDED. RA PED SE EROSION AND SEDIMENT DOR STA BLIPS BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BLIPS ARE NO LONGER NEEDED TRAPPED SEGMENT SHALL BE REMOVED OR STABILIZED ON ON PERMANENTLY STABILIZED. SITE. DISTURBED SOIL RESULTING FROM REMOVAL OF SMPS OR VEGETATO N SHALL ISE ELLPMENT T9 MANAGE THE PROJECTq ALL BLIPS 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 O MODIFIED WHENEVER THERE ISA SIGNIFICANT CHANGE N THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ANY BMP. GENERAL NOTES: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND MAY NOT SHOW ALL UTILITIES WITHIN OONSTRUCTION LIMITS. �JLL43EF THE CONTRACTOR S14ALL 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. 5 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INf4ORM471OeN NOT SHOWN IN PLANS. 4 r 4 ^ E 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 17TIUIY COMPANY FOR ANY CONFLICT THERE OF. PASCO ,T. KRDwwhmbelm lu. Cal Fin IBy1 uft M A.� ya- 1�1 5 WA --. WA — WA -- wA –.-_ wA STA=0+00.00 N=340225.0200 E=1969047.8980 iw 1� 71k" _ 3 I - STA 0+49.3 q tN (Z 23.61 LT 2 WA WA --- WA -- WA WA WA WA -_ WA__ WA __ WA WA —_ _. 5 - WA _ WA WA — WA — WA __— WA s ROAD 84 CONSTRUCTION NOTES: OCONSTRUCT TYPE PARALLEL A ADA CURB RAMP PER COP STD DWG. NO. 3-6A, INCLUDING CURB AND GUTTER PER COP STD DWG. NO. 3.7C. 2 MATCH NEW ADA RAMP, SIDEWALK, AND/OR CURB AND GUTTER TO EXISTING. ACTUAL SAWCUT/REMOVAL LIMITS SHALL BE DETERMINED IN THE FIELD WITH CITY INSPECTOR PRIOR TO BEGINNING CONSTRUCTION, AND WHERE POSSIBLE, WILL BE AT THE NEAREST JOINT. OINSTALL 2 RRFBS (FRONT 8. BACK), 2 SCHOOL CROSSING ASSEMBLIES, PUSH BUTTONS AND CONTROL BOX, SIGN POST AND FOUNDATION, AND ANY ELECTRICAL CONDUIT, WIRING,TRENCHING AND OTHER REQUIRED WORK FOR POWER CONNECTION. CONTRACTOR SHALL COORDINATE CONNECTION TO EXISTING POWER WITH PASCO SCHOOL DISTRICT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE VNITH THE MANUFACTURER. S RECOMMENDATIONS. CONTRACTOR SHALL PROTECT ALL EXISTING IRRIGATION LINES AND HEADS. ALL EXISTING GRASSED AREAS THAT ARE DISTURBED SHALL BE REPLACED WITH SOD. SEE DETAIL 1 ON THIS SHEET FOR ADDITIONAL SIGN DETAILS. ® INSTALL AND MAINTAIN INLET PROTECTION PER COP STD DWG. NO. 4-8. OREMOVE EXISTING PLASTIC CROSSWALK PER WSDOT STANDARD SPEC. 8-22.3(6). ©INSTALL PLASTIC CROSSWALK PER COP STD DWG. NO. 3-1& AVOID PLACEMENT OF BARS WITHIN WHEELPATH WHERE POSSIBLE. SAWCUT, REMOVE 7 OF EXISTING HMA, AND PATCH BACK. F 1-1 SCHOOL CROSSWALK SIGN HTGUARD SYSTELIS RECTANGULAR ID FLASHING BEACON (RRFB). APPROVED EOUNALENT. W16-7pL OR W16-7pR SIGN (WHERE REQUIRED) POLARA NAVIGATOR PUSH BUTTON CONTROL OR APPROVED EOUIVALENT. 4- (WHERE REQUIRED) (FROM DETAIL 1 BOX REOUIRED) T ? 10 m SIGN POST AND FOUNDATION RLL SUEdGWE NREF 1' - 10 6VF SUE -SAE N RA: 1"- 20 m E -4J _ I-II d m I 2 5 1p 4 �D a DETAIL 2 nu SIR -MU N FM ,. _ m (CURB END PIECE/NOSING)END PIECE/NOSING) xvr $a-suu x tm: I• . 40 Y UTILITY PRKMMING . IN ADVANCE f TIE-IN POINT. UNOSING. MC. NO. 3-7c. PATCH BACK :K AT RADII OF ON OF NEW rEMENT. NG TO E PER COP 4ATE R TO WORK 3HT POLES, ,P STD DWG �S NEEDED TO K. SLOPE AT 40.4-1 WITH ON TRENCH. )P STD DWG.. PIPE. PARKING' I AND S NEEDED TO tGRADE kNSTTION AT N ON PLANS. Is") Eo 3 5 p� F TBC GRADE PROFILE FOR EAST SIDE nu-srvl x R[r: f' - m INF x3 -MU N TRT: 1' 40 SAWCUT AND REMOVE EXISTING HMA AS NEEDED TO CONSTRUCT PROPOSED SIDEWALK FOR GRADE TRANSITION AT DRIVEWAY ENTRANCE. PAVE NEW HMA AS PART OF GRADE TRANSITION AT DRIVEWAY ENTRANCE. WIDTH AS SHOWN ON PLANS. MI CONSTRUCTION NOTES: s' 13 CONSTRUCTS' SIDEWALK PER COP STD DWG. NO. 3-5C. 14 CONSTRUCT CURB & GUTTER PER COP STD DWG_ NO. 3-7C. SAWCUT EXISTING ROADWAY, REMOVE HMA, AND PATCH BACK AS NEEDED TO MATCH UP TO NEW GUTTER. Q CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER COP STD DWG. NO. 3-513. CONTRACTOR SHALL COORDINATE DRIVEWAY ACCESS WITH PROPERTY OWNER PRIOR TO WORK. P 18 PROTECT EXISTING SIGNS, UTILITY PEDESTALS, LIGHT POLES, MAILBOXES, UTILITY VAULTS AND FENCE. ©D GRADE AND RESHAPE EXISTING SWALEIGROUND AS NEEDED TO GRADE UP TO AND COMPACT AGAINST NEW SIDEWALK. SLOPE ,� I td 2A AT 3:1 MAX. PLACE AND COMPACT ADDITIONAL C.S.B.C. AS PART OF GRADE TRANSITION FOR DRIVEWAY. © SIDEWALKEND SLOPE USE UL Z RAMP TRA TRANSITION EXISTING GRADE. MASTIC JOINT L � W DEPTH. SAWCUT AND REMOVE EXISTING HMA AS NEEDED TO CONSTRUCT PROPOSED SIDEWALK FOR GRADE TRANSITION AT DRIVEWAY ENTRANCE. PAVE NEW HMA AS PART OF GRADE TRANSITION AT DRIVEWAY ENTRANCE. WIDTH AS SHOWN ON PLANS. MI STA=8+68. 18.5' Ll — — STA=8+60.1 22.6' LT 2251-T BEGINSIDEWALK- -...STA=8+48.7] 18.5' LT STA=8+77.0 18.6' LT STA=9+52.4 STA=9+19.0 31.9' LT 19.2' LT STA=9+32.4 31 3 s. 18.7' LT 19.0' LT STA=9+25.5 a__ e_- 19.3' LT LT TBC GRADE PROFILE FOR WEST SIDE o ; a RU SUE-Mlif N RET: I' . 20 KYT SIff-Ma N TRF I' - a 0.5'= CONSTRUCTION NOTES: 11 MATCH NEW SIDEWALK TO EXISTING SIDEWALK AT TIE-IN POINT. 13 CONSTRUCT 5' SIDEWALK PER COP STD DWG. NO. 3-5C. 1q CONSTRUCT CURB 8 GUTTER PER COP STD DWG. NO. 3-7C. SAWCUT EXISTING ROADWAY, REMOVE HMA, AND PATCH BACK AS NEEDED TO MATCH UP TO NEW GUTTER. 16 CONSTRUCT CURB AND GUTTER END PEACEINOSING TO TRANSITION CURB, SEE DETAIL 2 ON THIS SHEET. Q CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER COP STD DWG. NO. 3-58- CONTRACTOR SHALL COORDINATE DRIVEWAY ACCESS WITH PROPERTY OWNER(S) PRIOR TO WORK, Ila PROTECT EXISTING SIGNS, UTILITY PEDESTALS, LIGHT POLES, MAILBOXES, UTILITY VAULTS AND FENCE. Q GRADE AND RESHAPE EXISTING SWALE/GROUND AS NEEDED TO GRADE UP TO AND COMPACT AGAINST NEW SIDEWALK. SLOPE AT 3:1 MAX. Q CONSTRUCT 5' SIDEWALK PER COP STD DWG. NO. 3-5C WITH 6' CONCRETE THICKNESS INSTEAD OF 4'. SAWCUT AND REMOVE EXISTING HMA AS NEEDED TO CONSTRUCT PROPOSED SIDEWALK FOR GRADE TRANSITION AT DRIVEWAY ENTRANCE. PAVE NEW HMA AS PART OF GRADE TRANSITION AT DRIVEWAY ENTRANCE. WIDTH AS SHOWN ON PLANS. DETAIL 2 (CURB END PIECE/NOSING) JOINT (FULL DEPTH) R 0 LA u 5 5 ci ci �a .i n c v mw Q U g yN d mF O IV 430 N . O r Ci a IJ < I.i < 430 OO l♦7 N p.p f W W Oi W I ��Wpp �TWpp Nf 0) NF - op NF J F W i 0 F 420. A 9Bi^' r�^/o 5T _ 420 4.46% :� .. % 410 _ .. 410 9+00 TBC GRADE PROFILE FOR WEST SIDE o ; a RU SUE-Mlif N RET: I' . 20 KYT SIff-Ma N TRF I' - a 0.5'= CONSTRUCTION NOTES: 11 MATCH NEW SIDEWALK TO EXISTING SIDEWALK AT TIE-IN POINT. 13 CONSTRUCT 5' SIDEWALK PER COP STD DWG. NO. 3-5C. 1q CONSTRUCT CURB 8 GUTTER PER COP STD DWG. NO. 3-7C. SAWCUT EXISTING ROADWAY, REMOVE HMA, AND PATCH BACK AS NEEDED TO MATCH UP TO NEW GUTTER. 16 CONSTRUCT CURB AND GUTTER END PEACEINOSING TO TRANSITION CURB, SEE DETAIL 2 ON THIS SHEET. Q CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER COP STD DWG. NO. 3-58- CONTRACTOR SHALL COORDINATE DRIVEWAY ACCESS WITH PROPERTY OWNER(S) PRIOR TO WORK, Ila PROTECT EXISTING SIGNS, UTILITY PEDESTALS, LIGHT POLES, MAILBOXES, UTILITY VAULTS AND FENCE. Q GRADE AND RESHAPE EXISTING SWALE/GROUND AS NEEDED TO GRADE UP TO AND COMPACT AGAINST NEW SIDEWALK. SLOPE AT 3:1 MAX. Q CONSTRUCT 5' SIDEWALK PER COP STD DWG. NO. 3-5C WITH 6' CONCRETE THICKNESS INSTEAD OF 4'. SAWCUT AND REMOVE EXISTING HMA AS NEEDED TO CONSTRUCT PROPOSED SIDEWALK FOR GRADE TRANSITION AT DRIVEWAY ENTRANCE. PAVE NEW HMA AS PART OF GRADE TRANSITION AT DRIVEWAY ENTRANCE. WIDTH AS SHOWN ON PLANS. DETAIL 2 (CURB END PIECE/NOSING) JOINT (FULL DEPTH) R 0 LA u 5 5 I 0 1 1 1 1 I 1 1 1 1 1 I 1 J 1 1