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Home My WebLink AboutC&E Trenching, LLC - Grimmway Wastewater Connection - 20103Contract Documents GRIMMWAY WASTEWATER CONNECTION CONTRACT NO. 20103 COPY____ CITY OF PASCO This Page Is Intentionally Left Blank PUBLIC WORKS DEPARTMENT (509)545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov Addendum No. 1 Page 1 of 5 ADDENDUM No. 1 Grimmway Wastewater Connection Project No. 20103 March 23, 2021 Addendum No. 1 Acknowledgement Page This addendum includes: 2 - 8 ½ x 11” Acknowledgement Pages 2 - 8 ½ x 11” Table of Contents Modification, Time For Completion Clarifications, Drawing C-101 Modification, Title Block For Drawing C-202 Modification 2 - 8 ½ x 11” Updated Bid Proposal Form 6 - Total Sheets ************************************************************************************************** NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the submitted bid for Grimmway Wastewater Connection, Project No. 20103, as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of Addendum No. 1 in your Bid Submission. Only this signed acknowledgement page is required. ______________________________________________________________________ Company Name ______________________________________________________________________ Name (Please Print) Title ______________________________________________________________________ Signature PUBLIC WORKS DEPARTMENT (509)545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov Addendum No. 1 Page 2 of 5 The Bid Opening Schedule is UNCHANGED. Submittals remain due on: Thursday, April 1, 2021 at 2:00pm. This addendum will posted via the Municipal Research & Services Center (MRSC) Small Works Roster. _________________ Ben Haws, PE Engineer of Record 3/23/2021 PUBLIC WORKS DEPARTMENT (509)545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov Addendum No. 1 Page 3 of 5 This Addendum No. 1 is hereby issued for the Grimmway Wastewater Connection project, and therefore made a part of and incorporated into that certain Project No. 20103, referred to as “Contract Documents”). ITEM 1 – TABLE OF CONTENTS MODIFICATION: Modify the table of contents for the last construction drawing reference to be “E-101” instead of “C-601”: Site Plan and Packaged Metering Manhole Detail ……………………………….C-601 E-101. ITEM 2 – TIME FOR COMPLETION CLARIFICATIONS: Delete the following, in the Special Provisions: 1-08.5, Time for Completion (******) Section 1-08.5 is supplemented with the following: This project shall be physically completed within *** 55 *** working days. Construction improvements must be in place to allow Industrial wastewater flow from Grimmway to be conveyed to Columbia East Pump Station by July 2nd. Replace with: 1-08.5, Time for Completion (******) Section 1-08.5 is supplemented with the following: Schedule A must be completed and operational by July 2, 2021. This schedule includes installation of temporary pipe in place of the metering manhole if the metering manhole is not installed by July 2, 2021. Schedule B includes procurement and installation of the metering manhole with additional 20 working days to allow for that work to occur once the metering manhole becomes available. This scope includes by-pass pumping and removal of temporary pipe if work occurs during the period of July 2 through November 2021. Alternatively, at the Contractor’s option, the temporary pipe removal and metering manhole installation could occur in the winter months, after wastewater flows have stopped and no by-pass pumping is required. PUBLIC WORKS DEPARTMENT (509)545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov Addendum No. 1 Page 4 of 5 ITEM 3 – TIME FOR COMPLETION CLARIFICATIONS: Delete Original Bid Proposal (Pages P-1 & P-2) Replace with attached Updated Bid Proposal (Pages P-1-Revised & P-2-Revised) ITEM 4 –DRAWING C-101 MODIFICATION: Delete the last sentence in Construction Note 4. FOR INSTALLATION OF METERING MANHOLE AND REMOVAL OF TEMPORARY PIPING, FLOW MAY BE DIVERTED TO SSMH #1. Replace with: FOR REMOVAL OF TEMPORARY PIPE AND INSTALLATION OF METERING MANHOLE, BY-PASS PUMPING MUST OCCUR IF WORK TAKES PLACE DURING THE PERIOD OF JULY 2ND THROUGH NOVEMBER 2021. ALTERNATIVELY, AT THE CONTRACTOR’S OPTION, THE TEMPORARY PIPE REMOVAL AND METERING MANHOLE INSTALLATION CAN TAKE PLACE AFTER FLOWS HAVE STOPPED (WINTER MONTHS) AND NO BY-PASS PUMPING IS REQUIRED. ITEM 5 –TITLE BLOCK FOR DRAWING C-202 MODIFICATION: Delete the following in the drawing title block of drawing sheet C-202: STA 10+00 TO STA 1+59.10 Replace with: STA 30+00 to STA 31+35 ITEM QUANTITY UNIT DESCRIPTION Unit Price Total Price 1 1 LS Mobilization 2 1 LS SPCC Plan 3 1 LS Construction Survey 4 1 LS Materials Testing 5 4 EA Manhole 48 In, Diam. 6 1 EA Manhole 60 In, Diam. 7 4 LF Manhole Additional Height, 48 In. Diam. 8 2 EA Slide Gate 9 540 LF PVC Sanitary Sewer Pipe, 6 In. Diam. 10 135 LF PVC Sanitary Sewer Pipe, 18 In. Diam. 11 1 LS Abandon Existing Sanitary Sewer Pipe 12 1 LS Temporary Bypass Pumping 13 1 LS Install Temporary Pipe 14 1 LS Site Restoration 15 1 LS Electrical 16 1 LS O&M Manual and As-Built Drawings The undersigned declares that he has carefully examined the site for BID PROPOSAL the construction of a 6-inch sanitary sewer pipe and 18-inch process wastewater pipe and associated manholes. The project also involves construction of a diversion manhole with slide gates and construction of a metering manhole. Electrical construction includes conduit and wiring for the metering manhole flow measuring device and construction of flow meter transmitter at the Columbia East Pump Station. Grimmway Wastewater Connection Project No. 20103 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Ladies and Gentlemen: The Grimmway Wastewater Connection located at 801 N Commercial Ave., Pasco, WA 99301. And has carefully examined specifications, plans, laws, and ordinances covering SALES TAX (8.6%) TOTAL SCH A BID PRICE: 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. SCHEDULE A - GRIMMWAY WASTEWATER CONNECTION SUBTOTAL SCHEDULE A P-1 -REVISED Grimmway Wastewater Connection Project No. 20103 ITEM QUANTITY UNIT DESCRIPTION Unit Price Total Price 1 1 LS Packaged Metering Manhole 2 1 LS Remove Temporary Pipe DATED AT ________________ THIS _______ SIGNED: ____________________________________ TITLE:_____________________________________________ PRINTED NAME: ________________________________________________________________________ NAME OF COMPANY: ___________________________________________________________________ ADDRESS: _____________________________________________________________________________ TELEPHONE: _________________________________________________________________________ STATE CONTRACTOR'S LICENSE NO.: _____________________________________________________ BID SCHEDULE: The determination of the low bidder is based on the total of Schedule A + Schedule B. The Proposal Form, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. SCHEDULE B - GRIMMWAY WASTEWATER CONNECTION SUBTOTAL SCHEDULE B SALES TAX (8.6%) TOTAL SCH B BID PRICE: TOTAL SCH A + SCH B BID PRICE: Schedule A must be completed and operational by July 2, 2021. This schedule includes installation of temporary pipe in place of the metering manhole if the metering manhole is not installed by July 2, 2021. Schedule B includes procurement and installation of the metering manhole with an additional 20 working days to allow for that work to occur once the metering manhole becomes available. This scope includes by-pass pumping and removal of temporary pipe if work occurs during the period of July 2nd through November 2021. Alternatively at the bidder's option, the temporary pipe removal and metering manhole installation could occur in the winter months, after wastewater flows have stopped and no by-pass pumping is required. Receipt is hereby acknowledged of addendum(s) No.(s) __________, __________ & _________ The undersigned hereby agrees that the City Project Manager for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. P-2 -REVISED CONTRACT DOCUMENTS GRIMMWAY WASTEWATER CONNECTION Project Certification Technical material and data contained in this document was prepared by J-U-B Engineers, Inc., under the supervision of the below listed engineer, licensed in the State of Washington. CONTRACT NO. 20103 3/16/2021 CITY OF PASCO This Page Is Intentionally Left Blank CITY OF PASCO TABLE OF CONTENTS GRIMMWAY WASTEWATER CONNECTION INVITATION FOR BIDS ................................................................................................................................. AD-1 INFORMATION FOR BIDDERS: Standard Specifications .............................................................................................. IB-1 Explanation of Contract Documents and Work Site .................................................... IB-1 Qualification of Bidders .............................................................................................. IB-1 Water .......................................................................................................................... IB-1 Submission of Bid Proposal ........................................................................................ IB-2 Schedule of Events ..................................................................................................... IB-2 Award of Contract ...................................................................................................... IB-3 Prevailing Wage Requirements ................................................................................... IB-3 Bid Opening Procedures ............................................................................................. IB-3 Bid Schedules ............................................................................................................. IB-3 PROPOSAL: Bid Proposal................................................................................................................. P-1 Subcontract Disclosure ..............................................................................................SD-1 Bid Bond ................................................................................................................... BB-1 Non-Collusion Declaration ........................................................................................ NC-1 Prevailing Wage Rate Reference ............................................................................ PWR-1 Certificate of Compliance with Wage Payment Statutes .................................... CCWPS-1 CONTRACT: Contract .................................................................................................................... CO-1 Performance Bond ..................................................................................................... PB-1 Payment Bond ......................................................................................................... PAB-1 SPECIAL PROVISIONS: Special Provisions to the 2021 WSDOT Standard Specifications ................................ SP-1 WAGE RATES WA State Prevailing Wage Rates Benefit Code Key TECHNICAL SPECIFICATIONS Summary of Work ................................................................................................... 01010 Measurement and Payment ................................................................................... 01025 Submittals ............................................................................................................... 01300 CITY OF PASCO Quality Assurance and Quality Control ................................................................... 01400 Starting of Systems ................................................................................................. 01650 Contract Closeout ................................................................................................... 01700 Installation, Operation, and Maintenance Manuals ............................................... 01730 Bypass Pumping ..................................................................................................... 02530 Cast-In-Place Concrete ............................................................................................ 03300 Metering Manholes ................................................................................................ 11210 Slide Gates .............................................................................................................. 15111 CONSTRUCTION DRAWINGS Cover Sheet ............................................................................................................ G-001 Legend, Linetypes and Abbreviations ..................................................................... G-002 Geometric Control ................................................................................................... V-101 Overall Site Plan and Bypass Pumping Notes ........................................................... C-101 Kahlotus Pump Station Connection ......................................................................... C-201 Columbia East Pump Station Connection ................................................................ C-202 Temporary Pipe Section ........................................................................................... C-301 Packaged Metering Manhole Detail ......................................................................... C-501 Diversion Manhole Detail ........................................................................................ C-502 Details...................................................................................................................... C-503 Details...................................................................................................................... C-504 Slide Gate Schedule and Details .............................................................................. C-601 Site Plan and Packaged Metering Manhole Detail ................................................... C-601 CITY OF PASCO AD-1 ATTENTION CONTRACTORS INVITATION TO BID Grimmway Wastewater Connection The City of Pasco, Washington is inviting and requesting bid proposals for the Grimmway Wastewater Connection project. This project involves construction of a 6-inch sanitary sewer pipe and 18-inch process wastewater pipe and associated manholes. The project also involves construction of a diversion manhole with slide gates and construction of a metering manhole. Electrical construction includes conduit and wiring for the metering manhole flow measuring device and construction of flow meter transmitter at the Columbia East Pump Station. Bids shall be submitted electronically via email to Dustin Wittman at wittmand@pasco-wa.gov, and addressed to the City of Pasco – CIP GROUP (GRIMMWAY WASTEWATER CONNECTION PROJECT, PROJECT 20102). All proposals will be due no later than THURSDAY, APRIL 1, 2021 at 2:00 PM. Following the end-time of bid acceptance the bids will be opened and recorded and the apparent low will be announced via e-mail. Bids are to be submitted only on forms provided in the specifications. A bid bond (surety bond) is not required for this project but a performance bond will be and retainage will be withheld at 5%. Technical questions regarding the scope of this project should be put in writing via e-mail and directed to Brittany Whitfield, PE, Project Manager, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco, WA 99301, Email: whitfieldb@pasco-wa.gov. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.15 and who are on the MRSC Small Works Roster. All work performed on the project will be subject to State of Washington prevailing wage rates. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority-and women-owned businesses are encouraged to submit bids. All work performed on the project will be subject to the prevailing state wage rates. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority, and women-owned businesses are encouraged to submit bids. The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the Americans with Disabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its programs and activities. This material can be made available in an alternate format by e-mailing Dustin Wittman at wittmand@pasco-wa.gov or calling (509) 545-3447. CITY OF PASCO AD-2 The City reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco. DATED: March 17, 2021 _________________________________________ Dustin C Wittman, CPSM - Project Support Specialist Information for Bidders Standard Specifications .......................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................ IB-1 Qualification of Bidders ......................................................................................................... IB-1 Water ..................................................................................................................................... IB-1 Submission of Bid Proposal .................................................................................................... IB-2 Schedule of Events ................................................................................................................ IB-2 Award of Contract .................................................................................................................. IB-3 Prevailing Wage Requirements ............................................................................................... IB-3 Bid Opening Procedures ......................................................................................................... IB-3 Bid Schedules ......................................................................................................................... IB-3 CITY OF PASCO This Page Is Intentionally Left Blank CITY OF PASCO IB-1 INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Washington Department of Transportation 2021 Standard Specifications for Road, Bridge, and Municipal Construction, hereinafter referred to as “Standard Specifications,” hereby referenced, are made a part of this contract as amended by the WSDOT, and the APWA general special provisions as indicated and supplemented by the Special Provisions. Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Any reference to the 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read 2021 Standard Specifications for Road, Bridge and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters, which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code Chapter 14.15 ‘Qualification for Public Works Construction’, meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and are listed on the Municipal Research and Services Center (MRSC) Small Works Roster. The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.15, who has not met the mandatory bidder responsibility criteria in RCW 39.04.350(1), or is not listed on the MRSC Small Works Roster. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The City will charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City 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. CITY OF PASCO IB-2 SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders in accordance with PMC 14.15 (Sec. 1-02.1) and listed on the MRSC Small Works Roster In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco has opted to conduct the bidding of this project through an online bidding process. Bids shall be submitted electronically, via email, to Dustin Wittman at wittmand@pasco.wa.gov, and addressed to the City of Pasco – CIP GROUP (GRIMMWAY WASTEWATER CONNECTION PROJECT, PROJECT 20102). Bids will be opened in accordance with the section herein titled Bid Opening Procedure. for Covid-19 Protective Measures. The proposal forms to be completed for the bid package include: · The Proposal (Sec. 1-02.6), · Non-Collusion Declaration (Sec. 1-02.8(1)), · Subcontractor Disclosure (Sec. 1-02.6), · Contractor Certification of Wage Law Compliance Form (Sec. 1-02.6), · 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). A bid bond (surety bond) is not required for this project but a performance bond will be and retainage will be withheld at 5%. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within sixty (60) days after the actual date of the opening thereof (Sec. 1-03.2). Bids will be accepted from Contractors who are eligible to perform services as governed by PMC 14.15, who meet the minimum qualifications of RCW 39.04.350(1), and who obtained original bid documents from Dustin Wittman via the MRSC Small Works Roster notification. SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been CITY OF PASCO IB-3 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. · 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. BID OPENING PROCEDURE Bid Opening for this project will occur at 2:00pm on April 1, 2021 in the Public Works – Capital Project office, whereas, in accordance to Resolution No. 3950, on March 23, 2020, City Hall and other certain City of Pasco public facilities are temporarily closed. These orders will remain in effect for the duration of Proclamation No. 20-25, requiring the aforementioned temporary closure ordered by the Office of the Governor, as amended, unless extended or terminated by separate written order. Immediately following the bid-opening a preliminary Bid-Tab will be sent out to Contractors whom bid on the project. Upon finalization of documents and award a Final Bid-Tab will be posted to the City of Pasco Website. BID SCHEDULES The proposal contains two (2) bid schedules. The determination of the low bid is based on the sum of Schedules A and B. CITY OF PASCO IB-4 This Page Is Intentionally Left Blank Proposal Bid Proposal ............................................................................................................................ P-1 Subcontract Disclosure ..........................................................................................................SD-1 Bid Bond ............................................................................................................................... BB-1 Non-Collusion Declaration ................................................................................................... NC-1 Prevailing Wage Rate Reference ........................................................................................ PWR-1 Certificate of Compliance with Wage Payment Statutes ............................................... CCWPS-1 CITY OF PASCO This Page Is Intentionally Left Blank ITEM QUANTITY UNIT DESCRIPTION Unit Price Total Price 1 1 LS Mobilization 2 1 LS SPCC Plan 3 1 LS Construction Survey 4 1 LS Materials Testing 5 4 EA Manhole 48 In, Diam. 6 1 EA Manhole 60 In, Diam. 7 4 LF Manhole Additional Height, 48 In. Diam. 8 2 EA Slide Gate 9 540 LF PVC Sanitary Sewer Pipe, 6 In. Diam. 10 135 LF PVC Sanitary Sewer Pipe, 18 In. Diam. 11 1 LS Abandon Existing Sanitary Sewer Pipe 12 1 LS Temporary Bypass Pumping 13 1 LS Install Temporary Pipe 14 1 LS Site Restoration 15 1 LS Electrical 16 1 LS O&M Manual and As-Built Drawings 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. SCHEDULE A - GRIMMWAY WASTEWATER CONNECTION SUBTOTAL SCHEDULE A The undersigned declares that he has carefully examined the site for BID PROPOSAL the construction of a 6-inch sanitary sewer pipe and 18-inch process wastewater pipe and associated manholes. The project also involves construction of a diversion manhole with slide gates and construction of a metering manhole. Electrical construction includes conduit and wiring for the metering manhole flow measuring device and construction of flow meter transmitter at the Columbia East Pump Station. Grimmway Wastewater Connection Project No. 20103 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Ladies and Gentlemen: The Grimmway Wastewater Connection located at 801 N Commercial Ave., Pasco, WA 99301. And has carefully examined specifications, plans, laws, and ordinances covering SALES TAX (8.6%) TOTAL SCH A BID PRICE: 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. P-1 Grimmway Wastewater Connection Project No. 20103 ITEM QUANTITY UNIT DESCRIPTION Unit Price Total Price 1 1 LS Packaged Metering Manhole 2 1 LS Remove Temporary Pipe DATED AT ________________ THIS _______ SIGNED: ____________________________________ TITLE:_____________________________________________ PRINTED NAME: ________________________________________________________________________ NAME OF COMPANY: ___________________________________________________________________ ADDRESS: _____________________________________________________________________________ TELEPHONE: _________________________________________________________________________ STATE CONTRACTOR'S LICENSE NO.: _____________________________________________________ TOTAL SCH A + SCH B BID PRICE: 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 fifty-five (55) working days. In addition, Construction improvements must be in place to allow Industrial wastewater flow from Grimmway to be conveyed to Columbia East Pump Station by July 2nd. The undersigned further agrees to pay as liquidated damage for each consecutive working day thereafter as provided in the current Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Receipt is hereby acknowledged of addendum(s) No.(s) __________, __________ & _________ The undersigned hereby agrees that the City Project Manager for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The Proposal Form, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. SCHEDULE B - GRIMMWAY WASTEWATER CONNECTION SUBTOTAL SCHEDULE B SALES TAX (8.6%) TOTAL SCH B BID PRICE: BID SCHEDULE: The determination of the low bidder is based on the total of Schedule A + Schedule B. P-2 CITY OF PASCO SD-1 SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.15, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS UBI # List Item Number 1)____________________________________________________________________________ (Electrical) 2)____________________________________________________________________________ (Plumbing) 3)____________________________________________________________________________ (HVAC) 4)____________________________________________________________________________ (Structural Steel Installation) 5)____________________________________________________________________________ (Rebar Installation) 6)____________________________________________________________________________ 7)____________________________________________________________________________ and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: NAME: ADDRESS: TELEPHONE: EMAIL: _ CITY OF PASCO SD-2 This Page Is Intentionally Left Blank CITY OF PASCO BB-1 BID BOND Bid Bond is NOT required for this project. CITY OF PASCO BB-2 This Page Is Intentionally Left Blank CITY OF PASCO NC-1 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. SIGNATURE DATE CITY OF PASCO NC-2 This Page Is Intentionally Left Blank CITY OF PASCO PWR-1 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://secure.lni.wa.gov/wagelookup/ Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is April 1st, 2021. A copy of the applicable prevailing wage rates are also available for viewing at the office of the Public Works Director, 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. CITY OF PASCO CCWPS-1 CERTIFICATE OF COMPLIANCE WITH WAGE PAYMENT STATUTES The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date, February 17, 2021 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 under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. ___________________________________________________________________ Bidder’s Business Name ___________________________________________________________________ Signature of Authorized Official* ___________________________________________________________________ Printed Name ___________________________________________________________________ Title ___________________________________________________________________ Date City State Check One: Sole Proprietorship Partnership Joint Venture Corporation State of Incorporation, or if not a corporation, State where business entity was formed: ___________________________________________________________________ If a co-partnership, give firm name under which business is transacted: ___________________________________________________________________ *If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). If a co- partnership, proposal must be executed by a partner. Contract Contract .................................................................................................................... CO-1 Performance Bond..................................................................................................... PB-1 Payment Bond ......................................................................................................... PAB-1 CITY OF PASCO This Page Is Intentionally Left Blank Special Provisions Special Provisions to the 2021 WSDOT Standard Specifications ................................ SP-1 CITY OF PASCO This Page Is Intentionally Left Blank CITY OF PASCO SP-1 FORWARD The City of Pasco has adopted the latest edition of the Standard Specifications for Road, Bridge, and Municipal Construction (Standard Specifications) prepared by the Washington State Department of Transportation (WSDOT), and the American Public Works Association (APWA) General Special Provisions (GSP's) for Division One General Requirements as the standard specifications governing all design and construction of public works improvements by the City and by private developers. All references hereinafter made to the “Standard Specifications” shall refer to the latest edition of the Standard Specifications described above. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these requirements as if they were actually set forth herein. The Standard Specifications, General and Project Special Provisions, and City Standard Details contained in these Design and Construction Standards shall apply in their entirety to all City of Pasco public works projects. These Design and Construction Standards have been prepared to form a compiled document intended to assist and inform developers, consultants, and contractors of the construction requirements to be used on proposed public works improvements. The Standard Specifications, General and Project Special Provisions, and City Standard Details shall periodically be amended, revised, and updated. It shall be the responsibility of each user of this information to verify that he has the latest revisions prior to submitting any work covered by these specifications and details. Copies of the Standard Specifications are available for review and inspection at the City of Pasco Engineering Division or electronically at: http://www.wsdot.wa.gov/Publications/Manuals/M41-10.htm. 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 APWA GSP’s are available electronically at: http://www.wsdot.wa.gov/Partners/APWA/Division_1_Page.htm. Developers and contractors are encouraged to obtain a copy of these standards. Electronic copies of the City of Pasco Design and Construction Standards and Specifications for Public Works Improvements are available at: http://pasco-wa.gov/index.aspx?NID=409. GENERAL All work shall be completed in accordance with the approved Plans, the latest edition of the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation, amendments to the Standard Specifications, referenced codes and organizations, and these Special Provisions. 1-01 DEFINITIONS AND TERMS CITY OF PASCO SP-2 1-01.3 Definitions (June 26, 2020 COP GSP) The terms defined in Section 1-01.3 of the Standard Specifications shall be further described by the following: Consultant: Means an engineer licensed in the State of Washington, employed by the Developer to design the improvement and prepare plans and specifications, perform construction staking, or similar services. Construction Documents: Means the project plans, specifications, and special provisions prepared by the Developer's Consultant for the public works improvements contemplated and approved by the City. City: Means the City of Pasco, a municipal corporation, as represented by its authorized officials, employees or agents. The term “Contracting Agency” and “City” are synonymous. Contractor: Means the person or firm employed by the Developer or under Contract with the City to do the construction of the public works improvements. Developer: Means the person or firm constructing the new development and engaging the services of and employing consultants, and/or contractors and paying for the design and construction of the public works improvements to be transferred to the City. Drawings: Means the construction plans prepared by the Developer's Consultant for the public works improvements contemplated. The terms “Construction Documents,” “Contract Documents,” “Plans,” “Engineer’s Plans,” “Engineer’s Drawings,” “Working Drawings,” and “Project Manual” are synonymous. City Engineer: Means the appointed City Engineer for the City of Pasco or his/her duly authorized agent or representative. Owner: Means the City of Pasco acting through its legally established officials, boards, commissions, etc., as represented by its authorized officers, employees, or agents. Public Works Director: Means the appointed official for the City, responsible for managing the Department of Public Works. Standard Plans and Details: Means specific drawings adopted by the City of Pasco and revised from time to time which show frequently recurring components of work which have been standardized for use. Standard Specifications: The latest edition of Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Depart- ment of Transportation, and amendments, and the APWA GSP's for Division One that are, by this reference, made part of the Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be CITY OF PASCO SP-3 considered as much a part of these Construction Documents as if they were actually set forth herein. Special Provisions: The Special Provisions supplement or modify the Standard Specifications and supersede any conflicting provisions of the Standard Specifications for Road, Bridge, and Municipal Construction and the appended amendments to the Standard Specifications and are made a part of a Construction Document. Should any conflicts be encountered, the following inter-relationships shall govern: The Special Provisions shall supersede the APWA GSP's, which shall supersede the WSDOT Amendments, which shall supersede the Standard Specifications. Supplement this section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms “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 the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. All references to “certification of completed public improvements” shall be interpreted to mean the Contracting Agency form(s) by which final completion is granted. Public improvements shall be deemed accepted by the City one year from the date of certification. 1-04 SCOPE OF THE WORK 1-04.2, Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (******) Revise the second paragraph 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. Contract Plans, 5. Special Provisions and Technical Specifications, 6. Standard Specifications, 7. Contracting Agency’s Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.4 Changes (June 26, 2020 COP GSP) Supplement this section with the following: CITY OF PASCO SP-4 No changes in the work covered by the approved Construction Documents shall be made without having prior written approval of the Developer and the City. 1-04.11 Final Cleanup (June 26, 2020 COP GSP) Delete this section and replace it with the following: The Contractor shall perform final cleanup as provided in this section to the Developer's and City's satisfaction. The date of acceptance will not be established until this is done. The material sites and all ground the Contractor occupied to do the work shall be left neat and presentable. The Contractor shall: 1. Remove all rubbish, surplus materials, discarded materials, falsework, temporary structures, equipment, and debris, and 2. Deposit in embankments, or remove from the project, all unneeded, oversized rock left from grading, surfacing, or paving. Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the City or Developer, partial clean-up should be done prior to either major cleanup or final inspection. 1-04.12 Waste Site (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the Developer or City, the Contractor shall secure and operate his own waste site at his own expense. The Contractor shall also be required to secure and operate his own waste site at his own expense for the disposal of all unsuitable material, asphalt, concrete, debris, waste material, and any other objectionable material which is directed to waste. The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461. 1-05 CONTROL OF WORK 1-05.1 Authority of the Engineer (June 26, 2020 COP GSP) Supplement this section with the following: Unless otherwise expressly provided in the approved Construction Drawings, Specifications and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Consultant and the City's right to reject the means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the approved Construction Documents. Approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not CITY OF PASCO SP-5 relieve the Contractor of the obligation to accomplish the result intended by the Construction Documents; nor shall the exercise of such right to reject create a cause for action for damages. 1-05.5 Construction Staking (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: A land surveyor licensed in the State of Washington, retained by the Developer, shall establish the line and grade of proposed construction by offset stakes. Said surveyor shall establish the centerline for minor structures and bench marks at convenient locations for use by the Contractor and City inspectors. GPS systems may be used by the Contractor, but physical reference points shall be available for City inspectors. The Contractor shall establish grades from the surveyor’s stakes at suitable intervals in accordance with industry standards and acceptable to the City. Where new construction adjoins existing construction, the Contractor shall make such adjustments in grade as are necessary, and approved by the City. 1-05.6 Inspections of Work and Materials (June 26, 2020 COP GSP) Supplement this section with the following: The City 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 try 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 a minimum 48 hours notice to request inspections and 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 City Engineer or his representative 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; storm, sewer and water line installation. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: CITY OF PASCO SP-6 If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the City Engineer, or fails to perform any part of the work required by the Contract Documents, the City 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 City 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 Developer/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. 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. Supplement this section with the following: For new roadway/street construction and overlays, 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 City 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 City Engineer. 1-05.8 Means and Methods (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: Unless otherwise expressly provided in the Contract Drawings, Specifications and Addenda, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the Consultant's or City’s right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Consultant's or City’s approval of the Contractor's means and methods of construction or his failure to exercise his right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. 1-05.10 Guarantees (June 26, 2020 COP GSP) Delete this section and replace it with the following: CITY OF PASCO SP-7 If defective and unauthorized materials or work is discovered within the guarantee timeframe after the certification of completed public improvements date, the Developer/Contractor shall promptly, upon written request, return and in accordance with the instructions either correct such work, or if such work has been rejected, remove it from the Project Site and replace it with non-defective and authorized work, all without cost to the City. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the City reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of Section 1-05.7 of the Standard Specifications. 1-05.13 Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation With Other Contractors (June 26, 2020 COP GSP) Supplement this section with the following: No additional compensation will be given to the Contractor for any coordination or delays caused by other nearby construction projects. 1-05.16 Water and Power (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: Water Supply: The Developer shall make necessary arrangements and shall bear the costs for water necessary for the performance of the work. Water for use on the projects may be purchased from the City of Pasco, and the Contractor shall arrange for and convey the water from the nearest convenient hydrant or other source at his own expense. The hydrants shall be used in accordance with the City of Pasco Water Department regulations. If City water is used for any work related to a 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 City will charge the Contractor for any water used during construction. 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. The City reserves the right to deny the use of fire hydrants where deemed inappropriate by the City. Power Supply: The Developer shall make necessary arrangements and shall bear the costs for power necessary for the performance of the work. 1-05.17 Oral Agreements (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: CITY OF PASCO SP-8 No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after construction, shall affect or modify any of the terms or obligations contained in any of the City-approved documents. 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 1-06.1 Approval of Materials Prior to Use (June 26, 2020 COP GSP) Revise the first paragraph to read: Prior to use, the Contractor shall notify the City Engineer of all proposed materials. The Contractor shall use the Request for Approval of Material (RAM) form, WSDOT Form 350-071. Materials included in the WSDOT Qualified Products List (QPL) but not in the City’s Construction Standards will be taken under consideration by use of the RAM form. The Contractor shall note all deviations from the governing specifications and/or drawings and shall reference the appropriate paragraph of the section or sheet of the drawing. If the reason for the deviation from the specifications is not readily apparent, a written explanation shall be included. The City Engineer’s review of the Contractor’s submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimension. The Contractor shall assume all responsibility and risk for any misfits due to any errors in information submitted by the Contractor. Any fabrications or other work performed in advance of the receipt of approved submittals shall be entirely at the Contractor’s risk and expense. The Contractor shall be responsible for the dimensions and the design of adequate connections and details. 1-06.2(1) Samples and Tests for Acceptance (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor/Developer shall be responsible for scheduling and paying for all material and compaction testing required by these Design and Construction Standards for new public works Improvements. All testing services shall be performed by an independent, certified testing firm and/or laboratory meeting the approval of the City Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the City for review and approval prior to the preconstruction conference. The testing firm shall provide copies of all test results to the City within 24 hours after completion of any test. Test reports shall become the property of the City. Testing frequencies listed below may be modified to assure compliance with the Specifications. Trench Backfill Copies of moisture-density curves for each type of material encountered and copies of all test results shall be provided to the City as construction progresses. Three (3) compaction 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 CITY OF PASCO SP-9 method shall be reestablished each time backfill material, compaction equipment, or method of operation changes. The City Engineer may request additional tests be performed at the Contractor's/Developer’s expense, if test results do not meet the required trench backfill densities. Roadway Subgrade Copies of the moisture density curves for each type of material encountered and copies of all test results shall be provided to the City Engineer as construction progresses. Two (2) compaction tests shall be taken for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet. The City Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Subgrade compaction shall be as specified for Roadway Embankment in Section 2-03.3(14)C, Method C. Embankment Copies of the moisture density curves for each type of material encountered and copies of all test results shall be provided to the City Engineer as construction progresses. Two (2) compaction tests shall be taken 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. The City Engineer may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Subgrade compaction shall be as specified for Roadway Embankment in Section 2-03.3(14)C, Method C. Ballast and Crushed Surfacing Copies of the moisture density curves and gradation for each type of material incorporated into the project and copies of all test results shall be provided to the City Engineer as construction progresses. Two (2) compaction tests shall be taken for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet. The City Engineer may request additional tests be performed at the Contractor's/Developer’s expense, if test results do not meet the required subgrade densities. Compaction of ballast and crushed surfacing shall be as specified in Section 4-04.3(5). Asphalt Pavement Asphalt paving may not occur until successful compaction test results are provided to the City Engineer for trench backfill, subgrade, embankment, ballast and crushed surfacing, as applicable. Copies of the reference maximum density test for each class of Hot Mix Asphalt pavement and copies of all test results shall be provided to the City Engineer as construction progresses. The City Engineer may request additional tests be performed at the Contractor's/Developer’s expense, if test results do not meet the required densities. CITY OF PASCO SP-10 Compaction of Hot Mix Asphalt pavement shall be as specified in Section 5-04.3(10). Cement Concrete Curb, Gutter, and Sidewalk A copy of the cement concrete design mix or certification from the concrete supplier that the concrete provided has been prepared to the strength requirement as specified elsewhere in these specifications. All testing procedures shall be conducted in accordance with applicable Sections of Division 6- 02 of the Standard Specifications and Sections 8-04 and 8-14 of these Construction Standards. Copies of all test results shall be provided to the City Engineer as construction progresses. 1-06.2(2) Statistical Evaluations of Materials for Acceptance (June 26, 2020 COP GSP) Delete Section 1-06.2(2). 1-07 LEGAL RELATION AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement Section 1-07.1 with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or near the project site. Amend the second sentence of the first paragraph to read: The Contractor/Developer shall indemnify and save harmless the City of Pasco (including any agents, officers, employees, and representatives) against any claims that may arise because CITY OF PASCO SP-11 the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. 1-07.5(1) General (June 26, 2020 COP GSP) Supplement this section with the following: 4. Dumping of material removed from catch basins and other storm drain structures into the right of way, sanitary sewer or storm drain system is prohibited. Contractor’s caught disposing of materials in this manner will be assessed damages and may have their prequalification status revoked. 1-07.5(3) State Department of Ecology (June 26, 2020 COP GSP) Add the following: 9. Comply with the requirements and special general conditions of the Construction Stormwater General Permit issued by the Washington State Department of Ecology for this project. 1-07.6 Permits and Licenses (June 26, 2020 COP GSP) Supplement this Section with the following: The Contractor shall obtain a City of Pasco right-of-way permit for all work within the right- of- way prior to the start of work consistent with the City of Pasco Municipal Code Title 12. The Contractor and all subcontractors are responsible for obtaining and paying for business licenses in the City of Pasco. 1-07.13 Contractor’s Responsibility for Work 1-07.13(1) General (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor is responsible for constructing and completing all work included in the approved Construction Documents and any other work directed by the Developer in a professional manner with first-class workmanship. The Contractor shall keep the City of Pasco, the Developer, and the Consultant informed in writing of the address to which official correspondence is to be directed, the address and phone number of the person in charge of his field personnel, and the address and telephone number of the Contractor's representative who will be responsible and available outside of normal working hours for emergency repairs and the maintenance of traffic control and safety devices. The Developer shall be responsible for the satisfactory operation and condition of all public improvements for a period consistent with that specified in CHAPTER 1, under Transfer of Ownership . CITY OF PASCO SP-12 1-07.17 Utilities and Similar Facilities (June 26, 2020 COP GSP) Supplement this section with the following: It shall be the Contractor/Developer’s responsibility to notify all non-City of Pasco utility companies of project including coordination of any impacts. It shall be the Contractor's responsibility to investigate and verify the presence and location of all utilities prior to construction. The Contractor/Developer shall call for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The phone number for the Northwest Utility Notification Center for Pasco is 1-800- 424-5555 (or 811). If no one-number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. The Contractor/Developer is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor/Developer incurred as a result of this law shall be at the Contractor's/Developer’s expense. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. In addition to the requirements of RCW 19.122, the Contractor shall use surface features and other evidence in determining the approximate utility location prior to excavation. The Contractor shall hand dig to expose known utilities. 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. Only City personnel shall operate water system valves. 1-07.18 Public Liability and Property Damage Insurance (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor shall obtain and maintain in full force and effect during the duration of the work public liability and property damage insurance in accordance with this section and as modified herein. Prior to start of construction, the Contractor/Developer shall furnish the City of Pasco a Certificate of Insurance and the additional insured endorsements as evidence of com- pliance with these requirements. This certificate shall name the City of Pasco, its employees, agents, elected and appointed officials, consultants, and all subcontractors as “additional insureds” and shall stipulate that the policies named thereon cannot be canceled unless at least forty- five (45) days written notice has been given to the City of Pasco. The certificate shall not contain the following or similar wording regarding cancellation notification: “Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives.” CITY OF PASCO SP-13 1-07.23 Public Convenience and Safety (June 26, 2020 COP GSP) Supplement this section with the following: All signs, barricades, traffic control devices, and labor for traffic control required by construction activities for the control of traffic shall be supplied, placed, and maintained by the Contractor. This shall apply to detours and traffic control both within and outside the limits of the project. All work shall be done under a plan which shall have the approval of the City of Pasco Engineering Division and create a minimum of interruption or inconvenience to pedestrian and vehicular traffic. All arrangements to care for such traffic will be the Contractor's responsibility and shall be made at his expense. All work shall be carried out with due regard for public safety. Open trenches shall be provided with proper barricades and at night they shall be distinctly indicated by adequately placed lights. At entrances to business properties and other private roads, driveways, bridges, or other such means as to provide access shall be provided by the Contractor. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open for business. Upon failure of the Contractor to immediately provide and maintain adequate suitable barricades, lights and detour signs, when ordered to do so, the City shall be at liberty, without further notice to the Contractor or the Surety, to provide the same and request payment for providing proper barricades, lights, and signs, and the City assumes no lia- bility connected therewith. Any traffic restriction must have prior approval of the City of Pasco Engineering Division. Appropriate traffic control measures and signing are required during such temporary road closures. It shall be the responsibility of the Contractor to secure the City’s approval for any desired road closure and associated traffic control plan including detours. Following approval, the Contractor shall notify the Developer, City of Pasco, and the Police and Fire Departments, Pasco School District, Basin Disposal, and Benton Franklin Transit at least 24 hours prior to closing any street. When the street is re-opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. 1-07.23(1) Construction Under Traffic (June 26, 2020 COP GSP) Delete the sixth and seventh sentences of this section. 1-07.28 Safety Standards (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The City of Pasco or Developer shall have the authority at all times to issue a stop work order at no penalty if, in their opinion, working conditions present an undue hazard to the public, CITY OF PASCO SP-14 property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the City or Developer for the identification of any or all unsafe conditions. 1-07.29 Notifying Property Owners (New Section) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: When construction activities will affect ingress and egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the property 72 hours prior to the construction activity beginning. If personal contact with the occupant is not possible, the Contractor shall leave written notification. A copy of all notifications shall be provided to the City. 1-08 PROSECUTION AND PROGRESS 1-08.3 Progress Schedule (June 26, 2020 COP GSP) Supplement this section with the following: Prior to the commencement of any work, a preconstruction conference shall be held. The Contractor or Developer shall contact the City of Pasco Engineering Division and set a date and time for the meeting. It shall be the responsibility of the Contractor/Developer to notify and invite all parties having an interest in the project to the meeting, including the major subcontractors, Engineering Division, Irrigation Districts, and all applicable private utilities. At this conference, all points of the approved Plans and Specifications will be open to discussion including scope, order and coordination of work, equipment lead time required, means and methods of construction, inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and intentions of the work are fully understood. The Contractor shall prepare and submit to the City and Developer at the preconstruction conference a Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the City Engineer, as directed, immediately upon preparation. Any proposed road or sidewalk closures shall be presented to City Engineering at the preconstruction conference for consideration, including duration of closure. If approved, closures shall not extend beyond permitted duration. Should closures extend beyond the duration, road user delay costs shall be assessed to the Developer and paid to the City of Pasco, as calculated by the City Engineer using the spreadsheet adopted by Ohio DOT, available at City Hall Engineering Division. At the discretion of the City Engineer, a weekly meeting between representatives of the City (inspector and/or engineer) and contractor (foreman, supervisor, and/or project manager) CITY OF PASCO SP-15 shall be held at the project site or at City Hall at a pre-determined time. The contractor shall present an update on project status, project schedule, and any problems that have arisen. 1-08.5, Time for Completion (******) Section 1-08.5 is supplemented with the following: This project shall be physically completed within *** 55 *** working days. Construction improvements must be in place to allow Industrial wastewater flow from Grimmway to be conveyed to Columbia East Pump Station by July 2nd. 1-08.9, Liquidated Damages (******) Section 1-08.9 is supplemented with the following: Liquidated Damages for this project shall be equal to $1,000 per working day beyond the time of completion identified in Special Provision 1-08.5. 1-10 TEMPORARY TRAFFIC CONTROL (June 26, 2020 COP GSP) Supplement this section with the following: The provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways and amendments thereto published by the U.S. Department of Transportation, Federal Highway Administration, and WSDOT by this reference are made a part of these Documents. 1-10.2(2) Traffic Control Plans (June 26, 2020 COP GSP) Delete the entire section and replace with the following: The Contractor shall prepare a signing plan showing the necessary Class A and B construction signing, barricades, and traffic control devices required for the project and submit it to the City, no later than the preconstruction conference date. When the Class B signing for a particular area will be provided as detailed on one or more of the figures included in the MUTCD without modification, the Contractor may reference the applicable MUTCD figure at the appropriate location on the Plan. When this procedure is used, variable distances such as minimum length of taper must be specified by the Contractor. The signing plan prepared by the Contractor shall provide for adequate warning within the limits of the project and on all streets, alleys, and driveways entering the project so that approaching traffic may turn left or right onto existing undisturbed streets before reaching the project. The Plan shall be prepared to create a minimum of inconvenience for pedestrian and vehicle traffic. All modifications to the accepted signing plans shall be reviewed by the City Engineering Division. CITY OF PASCO SP-16 1-10.3(3)A Construction Signs (June 26, 2020 COP GSP) The first sentence of the first paragraph is revised to read: All signs, barricades, flashers, cones, traffic safety drums, barricades, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the City or County, shall be furnished and maintained by the Contractor. Open trenches shall be provided with proper barricades and at night they shall be distinctly indicated by adequately spaced lights. 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: All work beyond the right-of-way line shall be coordinated with affected property owner(s) per Section 1-07.24 Rights of Way. The Contractor shall temporarily remove and later replace to its original condition or relocate nearby as directed, all mail boxes, small trees, shrubs, street signs and posts, culverts, irrigation facilities, concrete or rock walls, or other similar obstructions which lie in or near the line of work and are not intended for removal. Should any damage be incurred, the cost of replacement or repair shall be borne by the Contractor. 2-01.3(5) Fencing (New Section) (June 26, 2020 COP GSP) Add the following new section: The Contractor shall carefully remove existing fencing located within or near the work, as required for construction. All fencing materials to be removed and reset shall be temporarily placed on the adjacent properties or stored as directed by the City. Fencing shall be reset along the property lines or as directed by the City. The removal and resetting of all fencing shall be done at the Contractor's expense. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements (June 26, 2020 COP GSP) 2-02.3(2) Removal of Bridges, Box Culverts, and Other Drainage Structures Supplement this section with the following: Where structures or installations of concrete, brick, blocks, etc., interfere with the construction, they shall be removed and any pipe openings shall be properly plugged watertight with Class 3000 concrete, or with mortar and masonry, blocks, or brick. The removal and plugging of pipes shall be considered as incidental to the construction. Where the structures are removed, the voids shall be backfilled with suitable, job- excavated material and compacted, and such work shall be considered as incidental to the removal CITY OF PASCO SP-17 work. If the City determines the job-excavated material to be unsuitable for backfill, the Contractor shall place ballast or crushed surfacing material as directed by the City. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters (June 26, 2020 COP GSP) Supplement this section with the following: In those areas where asphalt pavement removal is required, the Contractor shall, prior to excavation, score the edge of the asphalt concrete pavement with an approved pavement cutter such as a concrete saw. During the course of the work, the Contractor shall take precautions to preserve the integrity of this neat, clean pavement edge. Should the pavement edge be damaged prior to asphalt concrete paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter as directed by the City immediately prior to paving. Sidewalk and/or curb and gutter removal shall be from construction joint to joint. No partial sidewalk panels or curb and gutter sections will be allowed. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: Street excavation shall consist of removing the existing material of whatever nature encountered to the subgrade elevation and shaping the subgrade to conform to the cross- section shown on the Plans or as staked in the field. Where directed by the Consultant, the Contractor shall excavate beyond the right-of-way in order to adequately slope adjacent properties. The Contracting Agency will reference all known existing monuments or markers relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take special care to protect these monuments or markers and also the reference points. In the event the Contractor is negligent in preserving such monuments and markers, the points will be reset by a licensed surveyor at the Contractor's expense. 2-03.3 Construction Requirements 2-03.3(3) Excavation Below Subgrade (June 26, 2020 COP GSP) Supplement this section with the following: At the direction of the Consultant, areas within the street subgrade which exhibit instability due to high moisture content shall be: 1. Aerated and allowed to dry, 2. Over-excavated and backfilled with ballast, or crushed surfacing base course. The contractor may be instructed to install construction geotextile for soil stabilization in the excavation, 3. Or a combination of any of the above. CITY OF PASCO SP-18 2-03.3(14)D Compaction and Moisture Control Tests (June 26, 2020 COP GSP) Delete this section and replace it with the following: Compaction shall be 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The Contractor shall notify the City when ready for in-place subgrade density tests. Placement of courses of aggregate shall not proceed until density requirements are met. The Developer/Contractor shall be responsible for scheduling and paying for all testing. All costs associated with failed tests/testing shall be the responsibility of the Contractor. If the product fails any test, the City 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).7 2-07 WATERING 2-07.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor shall be solely responsible for dust control on the Developer’s project and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by whatever means necessary. The Contractor shall be responsible for any claims for damages and shall protect the City, Franklin County, and Consultant from any and all such claims. When directed by the City, the Contractor shall provide water for dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. Should the Contractor fail to comply within two hours, the City may utilize its own staff at the prevailing Engineering Staff wage rate plus equipment rental charges, and/or contracted watering services. The Contractor will be responsible for reimbursement of all dust control costs including labor, equipment, water, and contractor costs. Subsequent building permits will not be processed until reimbursement is paid in total. 2-11 TRIMMING AND CLEANUP 2-11.3 Construction Requirements (June 26, 2020 COP GSP) Add the following to the first paragraph: 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. CITY OF PASCO SP-19 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements 4-04.3(5) Shaping and Compaction (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor shall notify the City when he is ready for in-place ballast, base course, or top course density tests. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. The Developer/Contractor shall be responsible for scheduling and paying for all testing. All costs associated with failed tests/testing shall be the responsibility of the Contractor. 6-02 CONCRETE STRUCTURES 6-02.3(14) Finishing Concrete Surfaces (June 26, 2020 COP GSP) Supplement this section 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, and shall be replaced at the Contractor’s expense. 7-02 CULVERTS 7-02.2 Materials (June 26, 2020 COP GSP) Add the following: Culvert pipe approved for use on a City project shall be as follows: Aluminum Culvert Pipe: Aluminum Culvert Pipe shall meet the requirements of Section 9-05.5 of the Standard Specifications. Steel Culvert Pipe: Steel Culvert Pipe shall meet the requirements of Section 9- 05.4 of the Standard Specifications. Corrugated Polyethylene Culvert Pipe: Corrugated Polyethylene (CPE) pipe, couplings, and fittings shall meet the requirements of Section 9-05.19 of the Standard Specifications. 7-04 STORM SEWERS CITY OF PASCO SP-20 7-04.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: The term “storm drain(s)” shall mean the same as storm sewer(s). 7-04.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: The storm sewer (drain) pipe approved for use shall be as follows: STORM DRAIN PIPE Solid Wall PVC Storm Sewer Pipe 4”-15” PVC, ASTM D3034-SDR35 18”-27” PVC, ASTM F679 PVC Storm Sewer Pipe shall have Ring-Tite joints. Where specified on the Plans, storm drain pipe shall be PVC pressure pipe conforming to the requirements of Section 9-30.1(5)A and Ductile Iron conforming to the requirements of Section 9-30.1(1). UNDERDRAIN INFILTRATION SYSTEM MATERIALS Pipe: Perforated Corrugated Polyethylene Underdrain pipe, couplings, and fittings shall comply with all the requirements of Section 9-05.2(8) of the Standard Specifications. Drain Rock: Drain rock for use as backfill for the perforated underdrain pipe in the infiltration trench system shall be clean coarse aggregate conforming to the requirements of Gravel Backfill for Drywells, as specified in Section 9-03.12(5) of the Standard Specifications. Construction Geotextile: Geotextile fabric for underground infiltration systems shall be non-woven fiber pore size 0-13mm, maximum water permeability 0.05 cm/sec, minimum grab strength 100 lbs, minimum fabric toughness 10,000 lbs, and meeting the requirements of ASTM D1682. 7-04.3(1) Cleaning and Testing 7-04.3(1)A General (June 26, 2020 COP GSP) Supplement this section 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 CITY OF PASCO SP-21 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. See Section 7-08.3(2)B for invert elevation confirmation and measuring device specifications. 7-05.2 Materials (June 26, 2020 COP GSP) Section 7-05.2 of the Standard Specifications shall be revised as follows: Drain Rock: Backfill for drywells shall be Gravel Backfill for Drywells as specified in Section 9- 03.12(5) of the Standard Specifications. Precast Concrete Catch Basin: Catch basins shall be WSDOT Type 1, 1L, or 2 and constructed as shown on WSDOT Standard Plans. Catch Basin Metal Castings: All frames and grates shall be capable of withstanding, with a reasonable margin of safety, a concentrated load of 20,000 pounds and shall be as specified in Section 9-05.15(2) of the Standard Specifications and WSDOT Standard Plan B-30.30 or B- 30.40, or B-30.80 (circular for manholes). The grate shall be ductile iron and “bicycle safe.” The contact surfaces of the frame and grate shall be machine finished to a common plane and shall be so cast as to prevent rocking. Type 2 Catch Basin Frames and Covers: Frames and covers shall be class 30 cast iron meeting the requirements of ASTM A48. 24” round covers shall read “STORM” and “CITY OF PASCO” embossed in top (2” raised letters), cover weight 150 lbs, frame weight 185 lbs. Approved manufacturers include East Jordan Iron Works, D&L Foundry, and Olympic Foundry. Precast Concrete Pretreatment Manhole: Stormwater pretreatment manholes shall be approved by the Washington State Department of Ecology (Ecology) with a General Use Level Designation (GULD), capable of 50% removal of fine (50 micron mean size) and 80% removal of coarse (125 micron mean size) total suspended solids (TSS) for influent concentrations greater than 100 mg/L, but less than 200 mg/L, as required by Ecology. Pretreatment manholes shall be constructed of pre-cast concrete manhole sections, flat top slab, and adjustment sections (similar to WSDOT Catch Basin Type 2, Standard Plan B-10.20), with cast iron covers as described above. The pretreatment insert shall be constructed of fiberglass and/or steel materials that are corrosion resistant. Manhole safety steps shall be provided as shown on the Plans and the pretreatment insert shall act as a platform for maintenance purposes. The pretreatment manhole shall be capable of handling the specified water quality flows and shall incorporate a bypass within the unit to handle the specified peak flows. The CITY OF PASCO SP-22 pretreatment manhole shall be capable of incorporating multiple inlets/outlets, with the inlet and outlet pipes at 90 degrees to each other. Access to pretreatment insert ports and openings for maintenance shall be achieved through the cast iron cover(s). Catch Basin Oil/Water Separators: Oil/Water separators shall be installed in catch basins upstream of infiltration trenches. Approved manufacturers include Raven Products OWS- LP-4- 15 BMP 12 R or Ground Water Rescue, Inc. “The Eliminator.” 7-05.3 Construction Requirements (June 26, 2020 COP GSP) Delete the tenth paragraph of this section. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (June 26, 2020 COP GSP) Delete and replace with the following: Manholes, valve boxes, catch basins, and similar utility appurtenances and structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. All existing manhole castings shall be replaced with new castings at time of adjustment. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter as specified on the Standard Details. The frame shall be placed on cement concrete blocks or adjustment rings and brought up to the desired grade. The base materials shall be removed, and Class 3000 cement concrete shall be placed to the depth specified on the Standard Detail. On the following day, a tack coat of asphalt shall be applied to the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting. HMA CI. 3/8-Inch asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the asphalt patch and the existing pavement shall then be sealed with emulsified asphalt and shall be immediately covered with dry paving sand before the tack has broken. Utility appurtenances outside paved areas shall be adjusted to match the finish grade of the area surrounding the structure. The utility cover shall be cleaned of all concrete prior to acceptance. 7-05.3(3) Connection to Existing Manholes (June 26, 2020 COP GSP) Supplement this section 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 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: CITY OF PASCO SP-23 Manholes: Sanitary sewer manholes shall be constructed of 48-inch or larger diameter reinforced precast concrete manhole sections in conformance with the requirements of this Section. The base and first barrel section shall be precast monolithically with preformed channels. Manholes shall have a minimum depth of six (6) feet and include an eccentric cone section with 24” opening. A-Lok boot connectors or approved equal shall be provided for all inlets and outlets. Joints in the manhole sections shall be watertight complying with ASTM C443 (confined groove joint) or ASTM C990 (tongue and groove joint). Adjustment Rings: Manhole adjustment rings shall be precast concrete. Approved manufacturers include RADA, Inc., Reese Concrete, and Wilbert Precast, Inc. Frames and Covers: Frames and covers shall be class 30 cast iron meeting the requirements of ASTM A48. 24” round covers shall read “SEWER” and “CITY OF PASCO” embossed in top (2” raised letters), cover weight 150 lbs, frame weight 185 lbs. Approved manufacturers include East Jordan Iron Works (3705Z), D&L Foundry, Neenah Foundry, and Olympic Foundry. When required by the City, locking covers shall be provided as manufactured by East Jordan Iron Works (3704C) and D&L Foundry. Mortar/Grout: Approved manufacturers include American All Patch 20, Jet Set Complete Repair, and Target expanding non-shrink. 7-05.3 Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: The design and construction of all manholes shall provide for a 0.10-foot vertical drop through the manhole. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (June 26, 2020 COP GSP) Delete and replace with the following: Manholes, valve boxes, catch basins, and similar utility appurtenances and structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. All existing manhole castings shall be replaced with new castings at time of adjustment. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter as specified on the Standard Details. The frame shall be placed on cement concrete blocks or adjustment rings and brought up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed to the depth specified on the Standard Detail. On the following day, a tack coat of asphalt shall be applied to the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting. HMA CI. 3/8-Inch asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the asphalt patch and the existing pavement shall then be sealed with emulsified asphalt and shall be immediately covered with dry paving sand before the tack has broken. CITY OF PASCO SP-24 Utility appurtenances outside paved areas shall be adjusted to match the finish grade of the area surrounding the structure. The utility cover shall be cleaned of all concrete prior to acceptance. 7-05.3(2) Abandon Existing Manholes (June 26, 2020 COP GSP) Replace the entire section with the following: Where shown on the Plans, existing sanitary sewer manholes shall be abandoned in place after the new sanitary sewer collection system is in place and all side sewers have been transferred to the new sanitary sewer pipeline. At least the top three feet of each manhole, or the top conical section in precast concrete manholes, shall be removed, including the cast iron ring and cover and concrete pad, if any. Debris resulting from breaking of the upper portion of the manhole may be mixed with backfill subject to the approval of the City Engineer. Ring and cover shall become the property of the City and all other surplus material shall be disposed of by the Contractor. The existing pipe openings shall be plugged watertight with Class 3000 concrete and the manhole bottom slabs shall be crushed to promote drainage. The remaining manhole structure shall be backfilled with granular material conforming to Section 9-03.9(3) Crushed Surfacing Base Course. Place backfill in uniform layers and compact to 95% maximum dry density, as determined by ASTM D 698 (Standard Proctor). Excavations resulting from manhole abandonment shall be backfilled with suitable, job- excavated material to top of subgrade. Compact to 95% maximum dry density as determined by ASTM D 698 (Standard Proctor). Restore surface to the condition existing prior to excavation with native material, gravel surfacing, or asphalt concrete pavement, as shown for trench repair on the Plans. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.1 General (June 26, 2020 COP GSP) Add the following: All construction work shall be inspected by the City of Pasco prior to backfilling. At least 48 hours notice shall be given to the City Engineering Division prior to backfilling. The Contractor shall notify the Utility Notification Center (One Call Center) at least 48 hours prior to start of excavation so that underground utilities may be marked. Telephone number is 1-800-424-5555. 7-08.3 Construction Requirements 7-08.3(1)A Trenches (June 26, 2020 COP GSP) Supplement this section with the following: CITY OF PASCO SP-25 Existing pavement shall be neatly saw-cut on both sides of the trench parallel consistent with the dimensions presented on the Trench Surfacing Repair standard detail, including a saw- cutting prior to surface repair. 7-08.3(1)C Bedding the Pipe (June 26, 2020 COP GSP) Add the following: Gravel Backfill for Pipe Zone (including Bedding): Pipe zone material shall be Crushed Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall be placed and compacted in layers as designated by the City. With prior approval by the City Engineer, suitable native material may be an acceptable alternate for pipe zone bedding above the bottom of the pipe. Trench Backfill: All longitudinal pipeline trenches (parallel to curb) may be backfilled full depth above the pipe zone with native material (free of organic material, wood, rocks, or pavement chunks larger than 6-inches in maximum dimension), unless otherwise directed by the City of Pasco. Street crossings, transverse trenches, and other locations as directed by the City of Pasco may be required to be backfilled full depth with imported select backfill. Imported select backfill shall be crushed surfacing top course or crushed surfacing base course meeting the requirements of section 9-03.9(3), placed and compacted in layers. 7-08.3(2)B Pipe Laying – General (June 26, 2020 COP GSP) Supplement this section with the following: Potable domestic water mains shall maintain a 10-foot horizontal and 18-inch vertical separation above non-potable pipelines (sewer, irrigation, and storm) consistent with the Department of Health Water System Design Manual. When parallel to existing utilities, new domestic water mains shall be installed a minimum of 10 feet horizontally (outside pipe wall to outside pipe wall, typical) and 18 inches vertically above other non-potable pipelines. Where this is not possible at the discretion of the Engineer, a water main may be installed a minimum of five feet horizontally and 18 inches vertically above other non-potable pipelines, as long as the water main is placed in a separate trench and on a bench of undisturbed earth. When crossing existing utilities, new domestic water mains shall be installed a minimum of 18 inches vertically above non-potable pipelines. Where this is not possible, or the water main passes under a non-potable pipeline, the water main shall be installed in a pressure rated pipe casing extending 10 feet each side of the crossing. In addition, where the water main passes under an existing non-potable pipeline, support shall be provided for the non-potable pipeline by backfilling the non-potable pipeline trench with controlled density backfill or other approved methods. A minimum of 6 inches of separation between the crossing pipelines must be maintained in all cases. When parallel to existing potable water mains, new non-potable pipelines shall be installed a minimum of 10 feet horizontally and 18 inches vertically below existing water mains. Where this is not possible at the discretion of the Engineer, a non-potable pipeline may be installed a minimum of five feet horizontally from an existing water main, as long as the non-potable pipeline is installed a minimum of 18 inches vertically below the water main and the non- potable pipeline is placed in a separate trench. If the vertical separation cannot be met, then CITY OF PASCO SP-26 the non-potable pipeline shall be constructed of or encased in materials equal to water main standards with a minimum pressure rating of 165psi (C900 PVC DR 25, ductile iron, etc.). When crossing existing potable water mains, new non-potable pipelines shall be installed a minimum of 18 inches vertically below existing water mains. Due to difficulties in compacting under existing utilities, controlled density backfill or other City Engineer- approved materials shall be placed as backfill at the crossing locations, to a depth of the water main spring line. Where the minimum clearance is not possible, or the non-potable pipeline passes above a water main, a full length of non-potable pipeline shall be centered at the crossing. In addition, the non-potable pipeline shall either be installed in a pressure rated pipe casing extending 10 feet each side of the crossing, or be constructed of one standard length of pipe material equal to waterline standards with a minimum pressure rating of 165psi (C900 PVC DR 25, ductile iron, etc.). A minimum of 6 inches of separation between the crossing pipelines must be maintained in all cases. Magnetic detectable marking tape shall be installed above the pipe. The tape shall be placed approximately two feet above the top of the pipe and shall extend its full length. The horizontal location of the tape shall vary no more than one foot from the centerline alignment of the pipe. Detectable marking tape shall meet the requirements of Section 9- 15.18 of the Standard Specifications. Tape width shall be a minimum of 3 inches wide, or wider as recommended by the manufacturer for the installation depth. Revise the third paragraph of this section 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 ¾-inch for a completed, backfilled pipe. Checking of the invert elevation of the pipe shall be done by remote operated CCTV camera utilizing a ¾-inch measuring device (lead ball). 7-08.3(3) Backfilling (June 26, 2020 COP GSP) Revise the second paragraph of this section to read: Gravel Backfill for Pipe Zone (including Bedding): Pipe zone material shall be Crushed Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall be placed and compacted in layers as designated by the City. With prior approval by the City Engineer, suitable native material may be an acceptable alternate for pipe zone bedding above the bottom of the pipe. Trench Backfill: All longitudinal pipeline trenches (parallel to curb) may be backfilled full depth above the pipe zone with native material (free of organic material, wood, rocks, or pavement chunks larger than 6-inches in maximum dimension), unless otherwise directed by the City of Pasco. Street crossings, transverse trenches, and other locations as directed by the City of Pasco may be required to be backfilled full depth with imported select backfill. Imported CITY OF PASCO SP-27 select backfill shall be crushed surfacing top course or crushed surfacing base course meeting the requirements of section 9-03.9(3), placed and compacted in layers. Supplement this section with the following: The City Engineer may require the use of Controlled Density Fill (CDF) for trench backfill in certain circumstances. The requirements for CDF are set forth in CHAPTER 8, Section 8-30 of these Special Provisions. Backfill above the pipe zone may be placed in horizontal lifts up to 18 inches with written approval of the Engineer. The Contractor shall be responsible for scheduling, conducting, and paying for all testing required. 7-17 SANITARY SEWERS 7-17.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: The term “sewer(s)” and “sanitary sewer(s)” shall mean the same. 7-17.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: Pipe approved for use shall be as follows: PVC Sanitary Sewer Pipe (Gravity): Polyvinyl Chloride Pipe with flexible gasketed joints (Ring- Tite) shall conform to the requirements of Section 9-05.12(1) of the Standard Specifications (ASTM D3034, SDR 35 for pipe sizes up to 15 inches in diameter, and SDR 26 for all sewer pipe with any portion of the sewer main greater than 12 feet of cover). When restrained pipe is required, Certa-Lok restraints shall be used. PVC fittings for PVC sewer pipe such as tees, wyes, elbows, plugs, caps, etc., shall be flexible gasket joint fittings acceptable for use and connection to PVC sewer pipe. Transition Coupling: Couplings shall be longitudinally bolted with gasketed joints. Approved manufacturers include Romac, Dresser, Rockwell, Ford, and Smith-Blair. Detectable Marker Tape: Marker tape shall be a detectable type and shall be marked "SEWER," and shall conform to Section 9-15.18 of the Standard Specifications. 7-17.3 Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: Sanitary sewer mains shall be at least 8” in diameter. All dead-end runs longer than 200 feet shall terminate in a sanitary sewer manhole. Dead-end runs less than 200 feet long may terminate with a clean out. CITY OF PASCO SP-28 7-17.3(1) Protection of Existing Sewerage Facilities (June 26, 2020 COP GSP) Supplement this section 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 7-17.3(2)A General (June 26, 2020 COP GSP) Delete the first paragraph and replace it with the following: All sewer pipes and appurtenances shall be cleaned, and low-pressure air tested after backfilling. Both infiltration (if applicable) and exfiltration testing of the gravity sewer pipeline will be required. Deflection testing of the pipeline may be required should video inspection review identify any irregularities or concerns at the discretion of the City Engineer. All testing shall be performed by the Contractor and witnessed by the City. Supplement this section 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 (June 26, 2020 COP GSP) Delete the first paragraph and replace it with the following: The costs incurred in making the initial inspection shall be borne by the Contractor Supplement this section with the following: 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. CITY OF PASCO SP-29 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. See Section 7-08.3(2)B for invert elevation confirmation and measuring device specifications. 7-18 SIDE SEWERS 7-18.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: Saddles: Side sewer saddles shall be Romac CB with a 3-1/2” stainless steel single strap. Saddles are limited to side sewer connections on existing sewer mains and shall have prior approval by City Engineer. CDF encasement shall be installed around tapping saddle and existing sewer main, such that all exposed sections of the sewer main are bedded full depth with CDF to minimize settling. Tapping sleeves for deep sewer service (greater than 12 feet) shall provide a flange for connection. Tapping Sleeves: Tapping sleeves shall be full circle stainless steel with ductile iron flanged outlet, conforming to the latest AWWA Standard C223. The following stainless-steel tapping sleeves are approved for use in deep side sewer applications: Ford FAST style, Romac model SST, and Smith- Blair. 7-18.3 Construction Requirements 7-18.3(1) General (June 26, 2020 COP GSP) Supplement this section with the following: Side sewers shall be a minimum of four (4) inches in diameter. Larger sizes, if required, will be approved by the City Engineer on a case-by-case basis. The fresh concrete curb above all side sewer laterals shall be stamped on the curb face with a 2" high "S". Deep side sewer outlets shall be installed consistent with Standard Detail SS-6. 7-18.3(5) End Pipe Marker (June 26, 2020 COP GSP) Revise this section to read: The location of side sewer at the property line shall be marked per the Standard Detail. Fiberglass markers may be proposed for approval consideration by the City Engineer. 7-25 SEWER FORCE MAINS (NEW SECTION) (June 26, 2020 COP GSP) The following new section shall be added to the Standard Specifications: CITY OF PASCO SP-30 7-25.1 Description This work shall consist of constructing sewer force mains in accordance with the Plans and Standard Specifications. 7-25.2 Materials Materials shall meet the requirements of section 7-09 Water Mains of the Standard Specifications except as follows: Pipe for Main Line: Polyvinyl Chloride (PVC) Pressure Pipe (4 inches and over): Polyvinyl Chloride (PVC) pipe shall conform to the requirements of Section 9-30.1(5)A of the Standard Specifications. Joints outside of casing shall be rubber gasket push-on type with thickened bell. Joints within casing shall be restrained using mechanical restraints, Field Lok gaskets, or approved equal. Polyvinyl Chloride (PVC) Pressure Pipe: PVC pipe (over 12-inch diameter) shall conform to the requirements of AWWA C 905 DR 25. Fittings shall be mechanical joint and/or flanged in accordance with the Plans and Section 9-30.2(1) of the Standard Specifications. Ductile Iron Pipe: Ductile iron pipe shall conform to the requirements of Section 9-05.13 of the Standard Specifications. Polyethylene (PE) Pressure Pipe: PE pipe shall conform to the requirements of Section 9- 30.2(10) of the Standard Specifications. High Density Polyethylene Pipe (HDPE): HDPE pipe shall by extra high molecular weight, high density ethylene/hexane copolymer, PE 4710 polyethylene resin. The Standard Dimension Ratio shall be SDR 13.5 for pipe sizes 12-inch diameter and smaller. Fittings for Main Lines: Connection Couplings: Couplings for Ductile Iron or PVC pipe, either transition or straight couplings, shall be compression type flexible couplings conforming to Section 9-30.2(7) of the Standard Specifications. Aggregates: See Section 7-08.3 of these Specifications. 7-25.3 Construction Requirements 7-25.3(2) Pipe Installation Sewer force main installation shall conform to the requirements of Section 7-08 General Pipe Installation Requirements of the Standard Specifications or as modified by these Special Provisions. 7-25.3(23) Hydrostatic Pressure Test Testing shall be consistent with the water main hydrostatic pressure test standards and special provisions of Section 7-09.3(23) 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3(1) Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: CITY OF PASCO SP-31 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. 8-02 ROADSIDE RESTORATION 8-02.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: Landscape plan approval is administered by the Administrative & Community Services (AC&S) Department. Landscape plans are subject the standards for installation and material specifications as supplied by this department. The developer shall submit final landscape plans and specifications for approval consideration at the time that the Civil Engineering Plans are submitted for approval. Landscape plan review will run concurrent with civil plan review. The landscape plan will be discussed at the preconstruction conference and it is recommended that the developer’s landscape contractor attend. All landscape correspondence, plan and specification submittals, and question should be directed to: Dan Dotta Facilities Manager DOTTAD@pasco-wa.gov (509)543-5759 (509)430-6516 Approval of landscape plan(s) and specifications, and receipt of the final as-builts are required before the City of Pasco will consider the project substantially complete and/or certification of completed public improvements. 8-03 IRRIGATION SYSTEMS (June 26, 2020 COP GSP) Supplement this section with the City of Pasco Irrigation Standards. 8-03.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: Pipe for main line approved for use shall be as follows: Pipe for Main Line: All irrigation pipelines under roadways shall meet the requirements of Section 9-30.1 (Ductile Iron) or Section 9-30.1(5)A (AWWA C900). Fittings shall be cast or ductile iron. All irrigation pipe shall be installed with a minimum cover of 30 inches, and pipe zone bedding and backfill per Section 7-09.2. CITY OF PASCO SP-32 Supplement this section with the following: Meter Angle Valve: New meter angle valve shall have 1” compression inlet x 1” outlet with female iron pipe threads and padlock wings, Ford BA41-444W-NL or BA41-444W-Q-NL, A.Y. McDonald 74606B-22 or 74606BQ, Mueller P24274N or B24274N. Irrigation Service Box: New irrigation service box shall be Carson L-1220-12 (green) with T- Cover 1220-4. Isolation Valve (3/4” to 2”): New isolation valves shall be lead free curb stops. Approved valves shall be any of the following: B11-44 4-NL (1”) B11-666-NL (1-1/2”) B11-777-NL (2”) CTSxPEP B46-333-NL (3/4”) B46-444-NL (1”) B46-666-NL (1-1/2”) B46-777-NL (2”) Backflow Assembly Isolation Valve Box: New valve box shall be Carson 708 TrussT (3” to 4”) and Carson 910 Spec Grade (6” and larger). Irrigation Spigot: New spigot shall be a bronze, THD, NRS gate valve, NIBCO Class 125 T113. Backflow Assembly Above Ground Enclosure: Enclosures shall be provided for freeze protection. Acceptable enclosures include Aquashield, Watts Safe-T-Cover, and Hot Box (fiberglass, stainless steel, ornamental rock, and ornamental stump). Tracer Wire: Tracer wire shall be 12-gauge heavy insulated (60 mil) copper wire with UF insulation colored for the utility being installed in accordance with Section 9-15.18. Direct bury splice kits shall be 3M DBY-6. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements (June 26, 2020 COP GSP) Supplement this section 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 Ford: FIPxFIP B11-333-NL (3/4”) Mueller: 300 Ball Curb Stop A.Y. McDonald: 76101NL CITY OF PASCO SP-33 For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways (June 26, 2020 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 ½- 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. Supplement this section with the following: Cement concrete traffic curb and gutter shall be as shown on the City's Standard Plans. Full Height or “Type A” cement concrete traffic curb and gutter shall be used on the roadway. Depressed or “Drop” cement concrete traffic curb and gutter shall be used at all driveway entrances and sidewalk ramp locations and as directed in the field by the City. Depressed “Type D” cement concrete traffic curb and gutter shall be used on cul-de-sacs from curb return to curb return. Cement concrete curb and gutter which does not comply with the City's details shall be removed and replaced at the Contractor's expense. A template shall be required to be placed at the back of curb for construction of driveway transitions from Type A to Type D curb and gutter. The template shall extend from the bottom of curb to the top of the curb and shall have a minimum length to provide a maximum slope of 8.3%. The transition shall be no less than six (6) feet long. When the transition is on a street with a steep grade making the 8.3% maximum slope unachievable, the transition length shall be 15 feet. The new concrete curb and gutter shall be cured in accordance with Section 5-05.3(13)A of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. First-class workmanship and finish will be required on all portions of concrete curb and gutter work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the City. The Contractor shall be required to construct a minimum 20 linear foot section of curb and gutter which demonstrates quality which is acceptable by the City. This “model” section will be referenced during construction for comparison to newly CITY OF PASCO SP-34 poured curb. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional curb and gutter shall be placed. Cement concrete curb and gutter which does not comply with the section details on the Plans, or in the City's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor's equipment or methods be unable to produce curb and gutter meeting the requirements of the Details and Specifications, no further curb and gutter construction will be allowed until corrections have been made to said equipment or methods. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: The concrete driveway entrance/sidewalk shall be six (6) inches in thickness. Both the curb and gutter as well as the sidewalk portion must comply the requirement of 8-04.3(1). Class 4000 air entrained concrete conforming to the Section 6-02 shall be required. 8-13 MONUMENT CASES (June 26, 2020 COP GSP) Supplement this section with the following: 8-13.1 Description (March 13, 1995 WSDOT GSP) Delete this section and replace it with 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 (June 26, 2020 COP GSP) Supplement this section with the following: The monument frame and cover shall be East Jordan Iron Works model 3680. 8-13.3 Construction Requirements (June 26, 2020 COP GSP) The last paragraph of this section is revised to read: The Contractor will be responsible for placing the concrete core and tack or wire inside the pipe. 8-14 CEMENT CONCRETE SIDEWALKS CITY OF PASCO SP-35 8-14.3 Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: Testing requirements shall be as follows: Project Quantity Test Requirement less than 5CY None 5CY - 10CY 1 Slump, 4 Cylinders 10+CY 2 Slump, 4 Cylinders per each 25CY For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 8-14.3(3) Placing and Finishing Concrete (June 26, 2020 COP GSP) Supplement this section 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 WSDOT Standard Plans F-40 for joints at pedestrian ramps. Sidewalk construction joints shall be provided at five (5) foot intervals, or as required to match existing improvements. All work shall be perpendicular to the curb and straight. Joint material shall be set flush or trimmed flush with the finished concrete surface. Concrete finish shall be in accordance with Section 6-02.3(14). All sidewalks not located in driveway entrance areas shall be four (4) inches in thickness. All concrete approaches located behind a Type D curb and gutter section or at any driveway location shall be six (6) inches in thickness. Concrete sidewalk shall be cured in accordance with Section 5-05.3(13)A of the Standard Specifications. Application of the curing compound shall be in accordance with the manufacturer's recommendations. Failure to properly secure or seal the cement concrete sidewalk will require the Contractor to remove and replace the sidewalk section at his expense. Sidewalk ramps shall be constructed as shown on the Plans in accordance with the City’s Standard Plans. First-class workmanship and finish will be required on all portions of cement concrete sidewalk work. Quality of workmanship and finish will be evaluated continuously and will be based solely upon the judgment of the City. If at any time it is found that quality is unacceptable, work shall be immediately stopped, and no additional sidewalk shall be placed. CITY OF PASCO SP-36 Cement concrete sidewalk which does not comply with the section details on the Plans, or in the City's opinion does not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should the Contractor’s equipment or methods be unable to produce sidewalk meeting the requirements of the Plans and Specifications, no further sidewalk construction will be allowed until corrections have been made to said equipment or methods. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: All work shall be coordinated and in conformance with current Franklin PUD standards. 8-20.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: Materials shall meet the requirements of the City of Pasco Standard Details and Franklin PUD standards. Luminaires shall be cobra-head configuration meeting IES type II or III distribution pattern depending on the cross-section of the roadway or intersection. See PUD Standard Drawing L- 3.2 for additional luminaire requirements. Luminaires shall be manufactured by CREE, or approved equivalent, and include: · XSPLG-D-HT-2LG-18L-40K7-UL-SV-N-04 · XSPMD-D-HT-2LG-12L-40K7-UL-SV-N-Q5 · SXPSM-D-HT-2LG-5L-40K7-UL-SV-N-08 The Developer is responsible for verifying specifications are current with Franklin PUD standards. 8-20.3 Construction Requirements 8-20.3(1) General (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor is responsible for coordinating with the Department of Labor and Industries, the Engineer, and Franklin PUD for all required inspections and service. 8-20.3(2) Excavation and Backfill (June 26, 2020 COP GSP) Delete the first paragraph and replace it with the following: The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes shall be performed in such a manner as to cause the least possible damage to streets, sidewalks, and other improvements. Anchor base excavation shall be augered or dug CITY OF PASCO SP-37 by hand with proper care to avoid damage to other utilities. Excavation shall not be performed until immediately prior to installation of conduit and/or structures. Backfilling shall be as shown on the Plans and shall conform to the provisions specified herein. Compaction of conduit trenches and structure backfill shall be accomplished by a method which will result in backfill compacted to at least 95 percent of maximum density. 8-20.3(5) Conduit (June 26, 2020 COP GSP) Supplement this section with the following: The ends of conduits for future connection shall be marked with an 8’ treated 2x4 inside of an 8’ steel stud, painted red, extending 24”-36” above finished ground surface. Fiberglass markers may be proposed for approval consideration by the City Engineer. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes (June 26, 2020 COP GSP) Replace the first paragraph with the following: The terms "pullbox" and "junction box" are considered interchangeable. Junction boxes shall be installed at each pole and at each end of all crossings. Junction boxes shall be QUAZITE PG-1324. 8-20.3(10) Electrical Service (June 26, 2020 COP GSP) Supplement this section with the following: All of the work shall meet the requirements of Franklin PUD and the National Electric Code. 8-21 PERMANENT SIGNING 8-21.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: Sign posts for permanent traffic control signing shall be 2"x2" 12-gauge perforated steel tubing. Socket sleeves for the sign post shall be 2-1/4"x 2-1/4"x30" 12-gauge perforated steel tubing. Street name sign brackets shall be Zumar. 8-21.3 Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: Socket sleeves for sign posts shall be set in 12" diameter x 18" deep base of class 3000 cement concrete at finish grade so that erected signs will be plumb with roadway/sidewalk. The Contractor shall correct any misaligned socket sleeves at his own expense. CITY OF PASCO SP-38 8-22 PAVEMENT MARKING 8-22.1 Description (June 26, 2020 COP GSP) Supplement this section with the following: This work includes temporary pavement markings as described in the Plans. 8-22.2 Materials (June 26, 2020 COP GSP) Supplement this section with the following: Arrows, letters, symbols, stop lines, 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 City Engineer. 9-03 AGGREGATES 9-03.12(3) Gravel Backfill for Pipe Zone Bedding (June 26, 2020 COP GSP) Revise this section to read: Backfill shall be as follows: Gravel Backfill for Pipe Zone (including Bedding): Pipe zone material shall be Crushed Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall be placed and compacted in layers as designated by the City. With prior approval by the City Engineer, suitable native material may be an acceptable alternate for pipe zone bedding above the bottom of the pipe. Trench Backfill: All longitudinal pipeline trenches (parallel to curb) may be backfilled full depth above the pipe zone with native material (free of organic material, wood, rocks, or pavement chunks larger than 6-inches in maximum dimension), unless otherwise directed by the City of Pasco. Street crossings, transverse trenches, and other locations as directed by the City of Pasco may be required to be backfilled full depth with imported select backfill. Imported select backfill shall be crushed surfacing top course or crushed surfacing base course meeting the requirements of section 9-03.9(3), placed and compacted in layers. 9-15 IRRIGATION SYSTEMS (June 26, 2020 COP GSP) Supplement this section with the City of Pasco Irrigation Standards. 9-15.18 Detectable Marking Tape (June 26, 2020 COP GSP) Revise this section to read: CITY OF PASCO SP-39 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 location. 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 Irrigation Purple Tape width and placement shall meet the requirements Sections 7-08.3(2)B Pipe Laying – General. Wage Rates WA State Prevailing Wage Rates Benefit Code Key CITY OF PASCO This Page Is Intentionally Left Blank Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 1 of 14 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage . D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 2 of 14 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 3 of 14 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 4 of 14 Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 5 of 14 Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 6 of 14 Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. The first ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 7 of 14 Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 8 of 14 Holiday Codes Continued T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 9 of 14 Holiday Codes Continued 7. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 10 of 14 Holiday Codes Continued 7. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 11 of 14 Holiday Codes Continued 7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 12 of 14 Note Codes Continued 8. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 13 of 14 Note Codes Continued 8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 14 of 14 Note Codes Continued 9. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. Technical Specifications Summary of Work .................................................................................................. 01010 Measurement and Payment ................................................................................... 01025 Submittals .............................................................................................................. 01300 Quality Assurance and Quality Control ................................................................... 01400 Starting of Systems ................................................................................................. 01650 Contract Closeout ................................................................................................... 01700 Installation, Operation, and Maintenance Manuals ............................................... 01730 Bypass Pumping ..................................................................................................... 02530 Cast-In-Place Concrete ........................................................................................... 03300 Metering Manholes ................................................................................................ 11210 Slide Gates .............................................................................................................. 15111 CITY OF PASCO This Page Is Intentionally Left Blank Section 01010 – Summary of Work 30-20-059 City of Pasco Grimmway Wastewater Connection 01010-1 SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. This project involves the installation of a 60-inch diversion manhole, Packaged Metering Manhole, 140± LF of 18” PVC sewer pipe, and 540± LF of 6” PVC sewer pipe. The project includes, but is not limited to, the following components: 1. Constructing a new packaged metering manhole (PMM) with 6-inch Parshall flume, ultrasonic level sensor, and flow meter with readout. 2. Constructing a 60” diversion manhole with a cast-in-place base to tie into an existing 18” PVC pipe and slide gates. 3. Constructing slide gates with manual gear operators at the diversion manhole. 4. Constructing connection between packaged metering manhole, new 60” diversion manhole, and existing Columbia East Pump Station using 18” PVC pipe. 5. Providing bypass pumping of flows during the course of construction when and where required. 6. Furnishing and installing controls/power at the metering manhole. Owner to perform programming in a separate contract. 7. Restoring disturbed areas, as shown on the Plans. 8. Performing QA/QC testing as Specified (soil compaction, concrete strength, slide gate leak test, low-pressure air test for pipe). B. The CONTRACTOR will be required to complete the work as indicated on the Drawings and defined in the Contract Documents within the time frame given in the Agreement. 1.2 CODES AND REGULATIONS A. Meet requirements of applicable laws, statutes, regulations, ordinances, safety regulations of federal, state, city, and county jurisdictions and as may be further referenced in the Contract Documents. B. Comply with provisions of federal, state, and local statutes, ordinances, and regulations dealing with the prevention of environmental pollution of natural resources that affect the project. C. Reference in Contract Documents to local codes shall mean the codes in effect in the State of Washington, Franklin County, City of Pasco, and Washington State Department of Ecology. D. Contractor shall coordinate with utilities (Power, Natural Gas, Communication lines, and Water) for connection to systems and shall coordinate inspections and execute any and all requirements by the utilities. Owner shall pay for Connection Fees related to Power, Natural Gas and Water. 1.3 CONTRACTOR USE OF SITE AND PREMISES A. Normal day-to-day operations of the existing system will be ongoing. Construction shall not isolate or interrupt existing wastewater conveyance and treatment activities, including, but not limited to, Owner’s staff operation, maintenance, and repair except as specifically described herein. Section 01010 – Summary of Work 30-20-059 City of Pasco Grimmway Wastewater Connection 01010-2 B. Spillage of wastewater to the ground is not allowed. Contractor shall implement all necessary Best Management Practices as necessary to prevent spillage. If any spills occur, notify Owner immediately. Any spills shall be contained, cleaned, and remediated as necessary in accordance with Washington Department of Ecology requirements. 1.4 OWNER OCCUPANCY A. Owner will occupy the premises during the entire period of construction for normal operation. Cooperate with Owner in all startups, testing, and demonstration period operation to minimize conflict and to facilitate owner usage. B. Owner’s personnel will be responsible for operating the existing system throughout the execution of their Contract. Equipment presently installed must be available to Owners personal at all times for use, maintenance, and repairs. C. It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: ***17003 Columbia East Forcemain Improvements*** PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION Section 01025 – Measurement and Payment 30-20-059 City of Pasco Grimmway Wastewater Connection 01025-1 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 SECTION INCLUDES A. General Description of Measurement and Payment B. Specific Description of Measurement and Payment Items 1.2 RELATED SECTIONS A. Proposal B. General Conditions 1.3 SUBMITTALS A. Informational Submittals 1. Project Schedule: Progress schedule documenting work to-date and adherence to project times. Provide monthly updates concurrent with each Application for Payment. 2. Schedule of Values: Submit on Contractor's standard forms. 3. Schedule of Estimated Progress Payments: a. Submit with initially acceptable Schedule of Values. b. Submit adjustments thereto with Application for Payment. 4. Application for Payment. 5. Final Application for Payment. 1.4 GENERAL DESCRIPTION OF MEASUREMENT AND PAYMENT A. Measurement and Payment for the bid items listed in the Bid Proposal shall be on the basis of the description in the Technical Specifications and Plans. Unless the work to be done is specifically called out to be measured and paid for in Bid Proposal, payment for such work shall be included in other applicable items, and there shall be no separate measurement and payment for the work. B. Items listed in the Bid Proposal as lump sum (L.S.) shall include all work for the complete installation as generally described in the Plans and the Technical Specifications. C. Payment shall be made at the contract unit bid price listed in the Bid Proposal. The price listed therein shall be payment in full for all labor, tools, equipment, materials, etc., which are required to construct the respective bid items according to the Contract Documents including all work and materials incidental thereto. D. Partial payment for unit bid items and lump sum bid items only partially completed at the end of monthly pay periods shall be made based upon the percentage of work completed. E. Quantities are approximate only and are not guaranteed. Actual quantities incorporated in the project will be determined at the time of construction. F. Unless stated otherwise elsewhere, if the actual work requires a 25 percent or greater change in quantity than those quantities indicated, the Owner or Section 01025 – Measurement and Payment 30-20-059 City of Pasco Grimmway Wastewater Connection 01025-2 Contractor may claim for a Contract Price adjustment per WSDOT Specification 1-04.6. 1.5 MOBILIZATION A. Measurement for “Mobilization” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Mobilization”. “Mobilization” shall be in accordance with Section 1-09.7 of the WSDOT Standard Specifications. 1.6 SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN A. Measurement for the “SPCC Plan” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “SPCC Plan,” stated in the Bid Proposal and shall include all labor, materials and equipment required to prepare, submit, and execute a Spill Prevention, Control and Countermeasures (SPCC) Plan meeting the requirements of Section 1-07.15(1) of the WSDOT Standard Specifications. 1.7 CONSTRUCTION SURVEYING A. Measurement for “Construction Surveying” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Construction Surveying” as stated in the Bid Proposal and shall include all labor, materials and equipment required to prepare and execute Construction Surveying to include but not limited to, establishing primary and secondary control points based on established monuments and benchmarks, all staking for project improvements, existing top of pipe elevations, existing ground elevation, rim and invert elevations of existing Manholes as defined on the Construction Drawings, as described in the Specifications and elsewhere in the Contract Documents. 1.8 MATERIALS TESTING A. Measurement for “Materials Testing” will be on a lump sum (LS) basis. B. Payment will be made in accordance with “CONTROL OF MATERIAL of the Special Provisions. Payment shall include hiring, testing, reporting, and coordination of an independent testing contractor for quality assurance testing required for earthwork, aggregate, and concrete. 1.9 DIG AND VERIFY C. Measurement for “Dig and Verify” will be on a per each basis, restricted to those locations shown in the drawings and/or directed by the Engineer. D. Payment will be made for each location to excavate, verify, and restore site. 1.10 MANHOLE ___ IN. DIAM. A. Measurement for “Manhole ___ In. Diam.” will be per each for each diameter size manhole. Section 01025 – Measurement and Payment 30-20-059 City of Pasco Grimmway Wastewater Connection 01025-3 B. Payment will be made at the contract per each price for “Concrete Manhole __ In. Diam.” and shall include but not be limited to all labor, equipment, and material costs associated with installation as detailed on the plans. This includes, but is not limited to excavation, haul, furnishing and installing backfill, concrete, grout, compacting, installing the manhole, risers, adjustment rings, collars, the frame and cover. 1.11 MANHOLE ADDITIONAL HEIGHT, 48 IN. DIAM A. Measurement for “Manhole Additional Height, 48 In. Diam.” shall be made on a per vertical foot basis for all standard manholes over ten (10) foot in height. B. Payment for “Concrete Manhole Additional Height, 48 In. Diam.” shall be made on the contract per foot basis for each vertical foot in excess of 10 feet. 1.12 SLIDE GATE A. Measurement for “Slide Gate” will be per each. B. Payment for slide gates will be made at the contract per each price and shall include all labor, and equipment required for the Contractor to procure, install, and leak test the slide gates as described in the contract documents. 1.13 PVC SANITARY SEWER PIPE, ___ IN. DIAM A. Measurement for PVC Sanitary Sewer Pipe, ___ In. Diam. will be by the linear foot of pipe for each diameter of pipe per WSDOT Standard Specification 7-17.4. B. Payment for “PVC Sanitary Sewer Pipe, ___ In. Diam” shall be per linear foot of pipe and shall include, but not be limited to, trench excavation, bedding, laying and jointing pipe and fittings at the design slope and inverts, backfilling, compaction, low-pressure air test per WSDOT Standard Specification 7-17.3(2)F, and cleanup. No separate payment will made for clearing and grubbing, trench excavation and backfill, bedding the pipe, and compacting the backfill. 1.14 PACKAGED METERING MANHOLE A. Measurement for “Packaged Metering Manhole” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Packaged Metering Manhole” and shall include all labor, and equipment required for the Contractor to install the packaged metering manhole as described in the contract documents. This includes, but is not limited to, coordination with vendor, excavation, anchors, reinforced concrete, grout, pipe connections, manhole rim and lid, and select backfill as shown in the drawings. 1.15 ABANDON EXISTING SANITARY SEWER PIPE A. Measurement for “Abandon Existing Sanitary Sewer Pipe” will be on a lump sum (LS) basis. Section 01025 – Measurement and Payment 30-20-059 City of Pasco Grimmway Wastewater Connection 01025-4 B. Payment will be made at the contract lump sum price for “Abandon Existing Sanitary Sewer Pipe” and shall include but not be limited to all labor equipment, and material costs associated with abandoning the existing sewer pipe as described in the Contract Documents. 1.16 TEMPORARY BYPASS PUMPING A. Measurement for “Temporary Bypass Pumping” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Temporary Bypass Pumping” as stated in the Bid Proposal and shall be considered full compensation for all sewage bypass control systems required to complete the work and shall include all equipment, labor, tools, materials, pumps, controls, piping, couplings, fittings, diversions, plugs, removal, and disposal of obstructions to accommodate the work, flood lighting for any night work, and other related miscellaneous work and incidental work required to complete bypass of sewage flows to perform the work as described in the Special Provisions and elsewhere in the Contract Documents. C. Dates for when by-pass pumping is required are specified on the drawings. If contractor is delayed for any reason, the Contractor shall provide bypass pumping to allow un-interrupted flow from Grimmway Foods to the City Pump Stations. 1.17 INSTALL TEMPORARY PIPE A. Measurement for “Install Temporary Pipe” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Install Temporary Pipe” as stated in the Bid Proposal and shall be full payment to provide all labor, materials, and equipment necessary to allow industrial wastewater flow from Grimmway Foods to the Columbia East Pump Station starting from July 2nd and ending with the installation of the packaged metering manhole or the end of Grimmway’s season (December). C. Alternatively, if the equipment lead time allows, this item will be paid to the Contractor if the improvements needed to divert flows to the Columbia East Pump Station (piping, metering manhole, diversion manhole, slide gates) are in place prior to July 2nd. 1.18 REMOVE TEMPORARY PIPE A. Measurement for “Remove Temporary Pipe” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Remove Temporary Pipe” as stated in the Bid Proposal and shall be full payment to provide all labor, materials, and equipment necessary to remove and dispose of the temporary piping described above. C. Alternatively, if the equipment lead time allows, this item will be paid to the Contractor if the improvements needed to divert flows to the Columbia East Pump Station (piping, metering manhole, diversion manhole, slide gates) are in place prior to July 2nd. Section 01025 – Measurement and Payment 30-20-059 City of Pasco Grimmway Wastewater Connection 01025-5 1.19 SITE RESTORATION A. Measurement for “Site Restoration” will be on a lump sum (LS) basis. B. Payment will be made at the contract lump sum price for “Site Restoration” as stated in the Bid Proposal and shall be full payment to provide all labor, materials, and equipment necessary to restore site grade to match existing, compaction, crushed surfacing base course restoration, repair of infiltration trench required for sewer pipe installation, and repair and replacement of fencing as required by Construction. 1.20 ELECTRICAL A. Measurement for the “Electrical” shall be on a lump sum basis. B. Payment for “Electrical” shall be the contract lump sum price as listed in the Bid Schedule. This item includes all labor, materials and equipment required to construct the wire and conduit and installation of instruments. The City will hire a 3rd party programmer for connection of the flow meter to the Control Panel. The 3rd party programmer will also configure the ultrasonic flow meter and programming for the flow meter. 1.21 O&M MANUAL AND AS-BUILT DRAWINGS A. Measurement for “O&M Manual and As-Built Drawings” shall be on a lump sum basis. B. Payment will be made at the contract lump sum price for “O&M Manual and As- Built Drawings” stated in the bid proposal and shall include all labor, materials, and equipment necessary to complete the work in accordance with the Plans and Specifications. This includes, but is not limited to installation O&M, Preliminary O&M, Final O&M, and Contractor mark-up drawings showing actual location of improvements constructed. PART 2 – PRODUCTS Not used PART 3 – EXECUTION Not used END OF SECTION Section 01025 – Measurement and Payment 30-20-059 City of Pasco Grimmway Wastewater Connection 01025-6 THIS PAGE LEFT BLANK INTENTIONALLY Section 01300 - Submittals 30-20-059 City of Pasco Grimmway Wastewater Connection 01300-1 SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Submittal procedures and requirements. 1.2 SUBMITTAL PROCEDURES A. Submittals not following these procedures or requirements will be returned to the Contractor without being reviewed. B. Provide a Submittal Control Document showing the project submittals required by the Special Provisions, Project Plans, and Specifications. Submit this log to the Engineer as an electronic spreadsheet file in EXCEL® format within fifteen (15) working days after the effective date of the Notice to Proceed. C. Number the submittals as shown in the Submittal Control Document. Specific items submitted under a general item shall be given a dashed number suffix. For example, under a general item “Valves” (Submittal No. 6), product data for gate valves would be submitted with a dashed number suffix such as Submittal No. 6-01. Resubmittals of the same item shall be given the original number with an alphabetic suffix. For example, the first resubmittal of the product data for the gate valve would be designated Submittal No. 6-01a. D. Transmit each submittal with a submittal form provided by the Engineer identifying the Project Name, Contractor, Subcontractor or supplier, corresponding plans sheet or specification section, submittal name, and number. E. Provide a Contractor's stamp or cover letter, signed or initialed, certifying that the submittal has been reviewed by the Contractor and is in accordance with the requirements of the Work and Contract Documents. SUBMITTAL WILL BE RETURNED IF NOT CERTIFIED. F. Schedule submittals to expedite the Project, and send via e-mail to ENGINEER. Coordinate submission of related items. EXCEPT FOR SAMPLES OR PREVIOUSLY AGREED UPON SUBMITTALS, ALL SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY, EACH AS A SINGLE FILE IN PORTABLE DOCUMENT FORMAT (PDF). G. The Contractor shall coordinate submittals with the work so that work will not be delayed. The Contractor shall coordinate and schedule different categories of submittals, so that one will not be delayed for lack of coordination with another. No extension of time will be allowed because of failure to properly schedule submittals. The Contractor shall not proceed with work related to a submittal until the submittal process is complete. H. Provide sufficient information together with technical cuts and technical data to allow an evaluation to be made to determine that the item submitted is in compliance with Contract Documents. I. The Contractor shall submit a copy of the technical specification with each subsection clearly marked for conformance or nonconformance with the subsection. Where the proposed equipment deviates from the specification, all necessary information and supporting calculations to evaluate the deviation shall be attached. The City retains its right to reject without justification the proposed Section 01300 - Submittals 30-20-059 City of Pasco Grimmway Wastewater Connection 01300-2 deviation in favor of the specification, as written. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. Identify requests for “or equal” “or equivalent” items. Justify the said deviation or “substitution” in detail in a separate letter immediately following transmittal sheet (written requests through Contractor only): 1. If the justification is not given, shop drawing can be rejected and returned without further action. 2. If justification is not given, deviation is not approved even if shop drawing is approved. J. In making request for “or equal” “or equivalent” item, Contractor represents: (Note: This section does not address substitutions for major equipment during the bidding period.) 1. He has personally investigated proposed item, has determined that it is adequate or superior in all respects to that specified, and that it will perform the function for which it is intended. 2. He will provide same guarantee for “or equal” “or equivalent” item as for item specified. 3. He will coordinate installation of accepted “or equal” “or equivalent” into work, to include building modifications if necessary, making such changes as may be required for work to be complete in all respects. 4. He waives all claims for additional costs and/or time related to “or equal” “or equivalent” which subsequently arise. K. For previously agreed upon submittals where hard copies will be allowed, submit the number of copies which the Contractor requires to be returned, plus three (3) copies which will be retained by the Engineer. Submit at least 2 samples when sample submittals are required unless otherwise specified. Special operation and maintenance submittal requirements are discussed below. L. The Contractor shall be responsible for submitting complete and accurate information in accordance with the Contract Documents. All submittals requiring a third review by the Engineer shall be considered unresponsive and the Owner will charge the Contractor on a time and materials basis for all subsequent reviews and all related administrative costs. M. Submittal review comments will be distributed to affected parties. Parties shall promptly report any inability to comply with provisions. 1.3 O&M SUBMITTALS A. O&M information shall be provided by the Contractor for all major equipment items as required by the Plans and Specifications, including but not limited to: 1. All piping and couplings 2. Packaged Metering Manhole 3. Electrical and control equipment B. IMPORTANT: Prior to startup, submit and bind together all O&M information in one complete manual binder that includes all of the O&M information for the entire project including mechanical and electrical. Only submittals provided in this format and as described below will be reviewed for acceptance. The manual binders shall be the heavy-duty, three-ring type. If O&M information does not fit in a single binder, multiple binders labeled “Volume 1”, “Volume 2”, etc. may be submitted. Each binder shall be labeled on the front and on the binder spine as follows: “City of Pasco Grimmway Wastewater Connection” Section 01300 - Submittals 30-20-059 City of Pasco Grimmway Wastewater Connection 01300-3 C. Provide three (3) copies and (1) electronic PDF of the specified O&M manuals, which will be retained by the Owner. For ease of identification, each manufacturer’s brochure and manual shall be appropriately labeled with the equipment name and equipment number as it appears in the project Plans and Specifications. The manuals shall be indexed and reference the specific equipment number on all manuals, data sheets and Plans. The manuals shall be provided with a table of contents and tab sheets to permit easy location of desired information. D. If manufacturers' standard brochures and manuals are used to describe O&M procedures, such brochures and manuals shall be modified to reflect only the model or series of equipment used on this project. Extraneous material shall be crossed out neatly or otherwise annotated or eliminated. E. Submit operation and maintenance information printed on 8½ in. x 11 in. size heavy quality paper (20 lb. or heavier). Reduce Plans or diagrams bound in manual to 8½ in. x 11 in. or 11 in. x 17 in. size. F. Following the acceptable installation and operation of an equipment item, the item's instructions and procedures shall be modified and supplemented by the Contractor to reflect any field changes or information requiring field data. G. Include manufacturer contact data, operating instructions, preventive and corrective maintenance requirements, warranty information, parts lists, and any other applicable information. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.1 REVIEW PROCEDURE A. Submittals for Review and Comment, unless otherwise specified, within thirty (30) days after receipt of the submittal, the Engineer will review the submittal. The returned submittal will indicate one of the following actions: 1. If the review indicates that the material, equipment or work method is in general conformance with the contract Plans/Specifications, the submittal copies shall be marked “Reviewed”. In this event the Contractor may begin to incorporate the material/ equipment/work method covered in the submittal, subject to the full requirements of the Contract Documents. 2. If the review indicates that the submittal is insufficient or that limited corrections are required, the submittal copies shall be marked “Furnish as Corrected”. The Contractor may begin to implement the work methods or incorporate materials/equipment covered in the submittal, in accordance with the corrections/comments noted. Where submittal information is to be incorporated in O&M data, a corrected copy shall be provided; otherwise no further action is required. 3. If the review reveals that the submittal is insufficient or contains incorrect data and that the comments require revision and resubmittal, the submittal copies shall be marked “Revise and Resubmit”. (In this case, except at its own risk, the Contractor shall not undertake work covered by this submittal until the attached comments have been confirmed by a separate written communication of the submittal that has been revised, resubmitted, and returned to the Contractor). Section 01300 - Submittals 30-20-059 City of Pasco Grimmway Wastewater Connection 01300-4 4. If the review indicates that the material, equipment, or work method is not in general conformance with the design concept or in compliance with the contract Plans/Specifications, or if the submittal is incomplete, the submittal copies shall be marked “Rejected”. Submittals containing deviations from contract Plans/specifications that have not been clearly identified and that have not been noted previously in correspondence also shall be considered rejected, even if the Engineer fails to note the deviation. No deviation will be accepted unless clearly marked on the submittal. (In this case, except at its own risk, the Contractor shall not undertake work covered by this submittal until the attached comments have been confirmed by a separate written communication or the submittal has been revised, resubmitted, and returned to the Contractor). 3.2 EFFECT OF REVIEW OF CONTRACTOR’S SUBMITTALS A. Review of Plans, methods of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer on behalf of the Owner, or by any officer or employee of the Owner, and the Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. 3.3 SUPPLEMENTS A. Supplements listed below, following “END OF SECTION,” are a part of this specification and provided for CONTRACTOR’S reference: 1. Transmittal of Contractor’s Submittal. 2. Submittal Review Comments Form. END OF SECTION Section 01300 - Submittals 30-20-059 City of Pasco Grimmway Wastewater Connection 01300-5 TRANSMITTAL OF CONTRACTOR'S SUBMITTAL (Attach to Each Submittal) Date: TO: J-U-B ENGINEERS, Inc. 2810 W. Clearwater Ave., Suite 201 Kennewick, WA 99336 ______ Submittal No.: -- (Specification Section No.) - (Sequential No.) New Submittal Resubmittal Previous Submittal No(s).: Project: Grimmway Wastewater Connection Project No.: (Cover only one section with each transmittal) FROM: (Contractor) _____________________________________ _____________________________________ _____________________________________ SUBMITTAL TYPE: Shop Drawings Quality Control Administrative Contract Closeout Sample Or-Equal/Substitute The following items are hereby submitted: Number of Copies Description of Item Submitted (Type, Size, Model Number, Etc.) Spec. Para. No. Drawing or Brochure Number Contains Variation to Contract AIS Compliant No Yes N/A No Yes CONTRACTOR hereby certifies that (i) CONTRACTOR has complied with the requirements of Contract Documents in preparation, review, and submission of designated Submittal and (ii) the Submittal is complete and in accordance with the Contract Documents and requirements of laws and regulations and governing agencies. By: CONTRACTOR (Authorized Signature) Section 01300 - Submittals 30-20-059 City of Pasco Grimmway Wastewater Connection 01300-6 SUBMITTAL REVIEW COMMENTS DATE: PROJECT: SUBMITTAL NO.: PROJECT NO.: SPEC SECTION: REVIEWER’S NAME: DESCRIPTION: PAGE: SUBMITTAL TYPE: SHOP DRAWING SAMPLE INFORMATION 1. REVIEWED 4. FURNISH AS CORRECTED 2. REJECTED 5. REVISE AND RESUBMIT 3. SUBMIT SPECIFIC ITEM NO. COMMENT RELATED SPEC PARA./ DRAWING # This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and the procedures of construction; coordination of his or her work with that of all other trades; and for performing all work in a safe and satisfactory manner. J-U-B ENGINEERS, INC. Date: By: Section 01400 – Quality Assurance and Quality Control 30-20-059 City of Pasco Grimmway Wastewater Connection 01400 - 1 SECTION 01400 QUALITY ASSURANCE AND QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality control B. Tolerances C. References D. Labeling E. Mockup requirements F. Testing and inspection services G. Manufacturers' field services 1.2 RELATED SECTIONS A. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates B. Section 01600 - Material and Equipment: Requirements for material and product quality 1.3 QUALITY CONTROL A. The Contractor shall provide quality control, which shall include the initial and subsequent inspections of Contractor’s Work to ensure that the Work conforms to the Contract Documents. B. Contractor shall designate the person responsible for Contractor’s quality control while Work is in progress, and shall notify Engineer, in writing, prior to any change in quality control representative assignment. C. Contractor shall monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce Work of specified quality. D. Comply fully with manufacturers' instructions, including each step-in sequence. E. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. F. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. G. Perform work by persons qualified to produce workmanship of specified quality. H. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. I. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer. J. Contractor shall pay for quality control. The Owner shall pay for Quality Assurance. K. Re-testing of quality assurance tests required because of non-conformance to specified requirements shall be performed at no cost to the Owner. Contractor shall be responsible for payments due by re-testing. Payment for re-testing will be charged to the Contractor by deducting the inspection and testing charges from the Contract Price via change order. Section 01400 – Quality Assurance and Quality Control 30-20-059 City of Pasco Grimmway Wastewater Connection 01400 - 2 1.4 QUALITY ASSURANCE A. The Owner or the Owner's Representative will perform Quality Assurance as deemed necessary by the Owner or the Owner's Representative. Quality Assurance will include the observation and testing of Contractor's work. Testing will occur after Contractor's Quality Control Measures. Quality Assurance may be any of the following: 1. Tests by an independent laboratory testing agency or Engineer of Record. 2. Observation of work. B. The Contractor shall coordinate his work with the Engineer and cooperate with testing personnel. The Contractor shall: 1. Submit weekly schedules and updates by noon Friday for the following week's work elements with days requiring testing services clearly identified. 2. Notify Engineer and testing company 24 hours prior to expected time for operations requiring services. 3. Failure of Contractor to provide adequate notice (as specified above) shall not be grounds for claims of delay by the Contractor. 4. Contractor shall schedule all required tests and notify the City. C. Testing frequencies are summarized below: 1. Compaction testing at Structures: i. If International Building Code (IBC) is applicable, test per IBC. ii. Horizontal Location: One test at start of work on all four sides of structure, for each structure. iii. Vertical Location: At every horizontal location, obtain one test at the prepared subgrade, one at the top of the backfill, and one test when materials or procedures change. If a backfill material is greater than three feet in depth, include a test every three feet of fill. 2. Compaction Testing at embankments, roads, and fills: i. Horizontal Location: Test at each end of embankment or fill, with subsequent tests at every 100 feet along the length. ii. Vertical Location: At every horizontal location, obtain one test at half the depth of the fill, one test at the top of the fill, and subsequent test(s) at locations where materials or construction procedures change and adjacent to utility crossings. If fill is deeper than 12 feet, provide a total of three (low, middle, top of backfill). 3. Compaction testing at trenches: i. Horizontal Location: Test at start of pipe reach with subsequent tests at every 100 feet along the trench length. ii. Vertical Location: At every horizontal location, obtain one test at half the depth of the trench backfill, one test at the top of the trench backfill, and subsequent test(s) at locations where materials or construction procedures change and adjacent to utility crossings. If utility is deeper than 12 feet below grade, provide a total of three (low, middle, top of backfill). 4. Concrete Cylinder Testing: Section 01400 – Quality Assurance and Quality Control 30-20-059 City of Pasco Grimmway Wastewater Connection 01400 - 3 i. In accordance with ACI 318 Section 5.6.2 5. Concrete Temperature Testing: i. ASTM C1064; one test hourly when air temperature is 40 degrees F and below and when 80 degrees F and above, and one test for each set of compressive strength specimens. 6. Concrete Air Entrainment Testing: i. ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; take air tests with each strength test. 1.5 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents. B. Should specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding. C. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.6 FIELD SAMPLES A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Engineer. 1.7 CONSTRUCTION OBSERVATION AND PRESSURE TESTING A. The Owner shall provide observation during construction for quality assurance as defined in the Contract Documents. Contractor shall cooperate with the observer. B. The Contractor shall provide the equipment and manpower to conduct all acceptance (leak, pressure, etc.) tests on underground utilities as required in the Specifications. 1.8 SPECIAL INSPECTIONS AND TESTING LABORATORY SERVICES A. Owner will support, appoint, employ, and pay for services of an independent firm to perform special inspecting and testing as required per International Building Code (IBC) Section 1701. B. Reports will be submitted by the independent firm to the Contractor, Owner, Building Official, and Engineer indicating observations and compliance or non-compliance with Contract Documents. C. Concrete test reports shall show time and date samples were taken, specific location of concrete placement, slump, air content, ambient air temperature, concrete temperature, date received by lab, field data submitted by, mix number, delivery ticket number, specified strength requirement, one 7-day break, two 28-day breaks, any field cylinder breaks as requested by Special Inspector or Engineer, day projected high and low temperatures and weather conditions. D. Cooperate with independent firm. Furnish samples of materials, design mix, equipment, tools, storage, and assistance as requested. Section 01400 – Quality Assurance and Quality Control 30-20-059 City of Pasco Grimmway Wastewater Connection 01400 - 4 1. Submit weekly schedules and updates by 12:00 PM (noon) Friday for the following week’s work elements with days requiring testing services clearly identified. Schedule shall be submitted to Engineer and independent testing firm. Schedule submittal is meant for informational purposes only and not as a request for testing services. 2. Notify Engineer and independent firm a minimum of one full workday prior to expected time for operations requiring services. The day of the week shall have previously been defined in the weekly schedule. 3. Coordinate scheduling for services with independent firm. 4. Make arrangements with independent firm and pay for additional samples and tests required for Contractor’s use. 5. Failure of Contractor to provide adequate notice to independent firm (as specified above) shall not be grounds for claims of delay by the Contractor. 6. Independent testing services shall be performed between the hours of 7:00 AM and 5:00 PM Monday through Friday at the Owner’s expense, excluding travel time to the job site. Contractor shall reimburse Owner for independent services required outside the specified timeframe. E. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Engineer. Contractor shall be responsible for payments due for retesting. Payment for retesting will be charged to the Contractor by deducting inspection or testing charges from the Contract Price. F. Special Inspections: In addition to the testing specified herein, the Owner will employ one or more special inspectors who will provide inspections during construction on the following types of work: 1. Concrete: During the taking of test specimens and placing of reinforced concrete and pneumatically placed concrete. Non-structural slabs on grade and site work concrete fully supported on earth do not require special inspection. 2. Bolts Installed in Concrete: During installation of bolts and placing of concrete around such bolts as indicated. 3. Reinforcing Steel: During placing of reinforced steel, for all concrete required to have special inspection by Item No. 1. The Special Inspector need not be present during entire reinforcing steel-placing operations, provided he has inspected for conformance with the approved plans, prior to the closing of forms and final inspection of forms prior to the delivery of concrete to the jobsite. 4. Welding: All structural welding, including welding of reinforcing steel as indicated. 5. High-Strength Bolting: During all bolt installations and tightening operations. The Special Inspector need not be present during the entire installation and tightening operation for load indicator bolts, provided he has: a. Inspected the surfaces and bolt type for conformance to plans, specifications, and shipping certification prior to start of bolting. b. Observed initial bolting operation for proper sequencing. c. And will, upon completion of all bolting, verify visually all connections. 6. Special Grading, Excavation, and Filling: During earthwork excavations, trench backfilling, grading, and backfilling operations within 5 feet of structures. G. Approved Fabricator Shop Certificate: Special inspection per IBC Section 1701 shall not be required where the work is done on the premises of a fabricator registered and approved by the Building Official to perform such work without inspection. Provide a certificate from the Building Official that shows the shop approval. Section 01400 – Quality Assurance and Quality Control 30-20-059 City of Pasco Grimmway Wastewater Connection 01400 - 5 H. Non-Approved Fabricator Special Inspection: The Contractor shall reimburse the Owner for the costs incurred for special inspection of fabrication in a non-approved shop. I. Special Inspections and testing are summarized here: Type: Inspected/Tested By: Hired and Paid By: Description: Construction Observation City or City Hired Staff City Observe and report construction of project. Testing 3rd Party Tester Contractor Concrete tests (slump, temperature, air, break strength, etc.) Testing 3rd Party Tester Contractor Soil classification and characteristics (sieve analysis, moisture density curves, etc.) Testing 3rd Party Tester Contractor Soil compaction testing for quality assurance at trenches. Testing Contractor Contractor Soil and aggregate field quality control testing. Testing Contractor, Witnessed by City Contractor Slide Gate Leak Testing. Testing Contractor, Witnessed by City Contractor Sewer pipe low-pressure air leak Testing. 1.9 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment, as applicable, and to initiate instructions when necessary. B. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. C. Submit report within 15 days of observation to Engineer for review. 1.10 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers’ tolerances. When manufacturers’ tolerances conflict with Contract Documents, request clarification from Architect/Engineer before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION Section 01400 – Quality Assurance and Quality Control 30-20-059 City of Pasco Grimmway Wastewater Connection 01400 - 6 THIS PAGE IS INTENTIONALLY LEFT BLANK Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 1 SECTION 01650 STARTING OF SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Section includes overall coordination, scheduling, submittals and checklists for equipment and System Start-up, Owner programming and schedule considerations, Owner Training and Acceptance Testing to allow full commissioning of the project. The overall process generally includes: 1. Initial starting and testing of systems 2. Owner Training 3. Owner Programming Period 4. Acceptance Testing 5. Commissioning of Systems 1.2 RELATED SECTIONS A. Section 01400 - Quality Control B. Section 01700 - Contract Closeout C. Section 01730 –Operation and Maintenance Manuals PART 2 PRODUCTS Not used. PART 3 EXECUTION 3.1 GENERAL A. Throughout the testing, demonstration, training and commissioning activities discussed in this section, Contractor and Contractor's subcontractors (as deemed appropriate by Owner and Engineer) shall be present for repair, correction of incomplete work, alternation, or unscheduled/unforeseen adjustments to any equipment or systems. B. Provide all labor, supervision, utilities, chemicals, maintenance, equipment, vehicles, or any other item necessary to proceed with the steps discussed in this section and other applicable portions of the Contract Documents. Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 2 3.2 INITIAL STARTING AND TESTING OF SYSTEMS A. Coordinate schedule for initial starting and testing of all equipment and systems in the project. Prepare and submit a separate detailed schedule for activities, including dates for activities, personnel involved, contact information for vendors, and other pertinent information. B. Notify Owner and Engineer seven days prior to Contractor’s initial starting and testing of each item. Include startup and testing in the two-week schedule meetings. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions that may cause damage. D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. Verify all instrumentation and controls are complete and have undergone testing in accordance with Division 16 requirements. The Contractor is responsible for performing a loop check on all installed wiring. The Contractor shall make a checklist confirming that each loop check has been performed per DIVISION 16 requirements. No further testing, programming or commissioning activities can be completed until all loop checks have been completed. G. Execute initial starting and testing under supervision of responsible manufacturer’s representative and in accordance with manufacturers' instructions. Minimum time on-site and number of trips to site by manufacturers representative are shown in Table 1 included in this Specification. H. Require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to initial starting and testing, and to supervise placing equipment or system in operation. I. Demonstrate operation of all equipment and systems to Engineer and Owner's personnel adequately prior to date of Substantial Completion and Owners Programming Period. Contractor shall schedule component startups accordingly to meet the specified Contract Times. Contractor shall provide 24-hours continuous run-time (or longer as required in individual specification sections) as part of the initial start-up and testing. J. Contractor shall provide temporary pump/piping to replicate design flows for the purpose of providing flow to system facilities for testing. Contractor is required to provide all equipment, fuel, controls, and necessary piping for suction and discharge from the pump(s) as necessary for start-up and testing purposes. K. Upon completion of Initial Starting and Testing of Systems, submit a certified report to Engineer (using the form inserted at the end of this specification and supplemented with manufacturer’s checklists and forms) that the requirements are complete and that system is ready for Owner programming and subsequent acceptance testing. Certificate shall be signed by Contractor and Manufacturer/Supplier. L. Once all systems have been started, Contractor shall issue a letter to Engineer titled, “Request for Notice of Completed Installation”. Engineer shall review the Contractor’s request, and if all obligations have been fulfilled to the satisfaction of the Engineer, the Engineer shall issue a letter to the Contractor and Owner titled: “Notice of Completed Installation”. Issuance of “Notice of Completed Installation” shall commence the beginning of “Operator Training” period. Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 3 3.3 OPERATOR TRAINING A. Operator training shall not commence until “Initial Starting and Testing of Systems” is complete and all systems are proven to operate satisfactorily. Contractor shall coordinate the training day and time with the Owner for an occasion when Owner’s operating personnel are available. Notify Owner and Engineer seven days prior to intended start date of training. Contractor shall make every effort to provide training on Tuesdays, Wednesdays and Thursdays. B. Utilize operation and maintenance manuals as basis for instruction. A complete draft copy of the Equipment Operation and Maintenance (O&M) Manuals (see Section 01730) shall be available for each of the Owner's operating personnel who attend the training. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. Operator training shall include the use of slides, videos, literature, diagrams, and/or oral presentations as necessary to present comprehensive, detailed instruction of operation and maintenance requirements of the equipment. C. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. D. The Owner/Engineer may record the training sessions. The recording produced shall be the sole property of the Owner and Engineer. E. The equipment representative shall provide a minimum number of trips with minimum duration of onsite services each trip as shown in Table 1 included with this Specification. Training may be completed during the same trip to site as Initial Startup if identified as allowed in Table 1. F. Training shall be divided into two parts (Classroom and Field Training). Classroom training shall include PowerpointTM (overhead projection) training materials and shall utilize the preliminary operation and maintenance manual as the basis of instruction. Upon satisfactory completion of the classroom training, continue training with a field training session utilizing the installed equipment. Equipment shall be run in all available control modules and sequences of operation. G. Owner training sessions (classroom and field) shall be provided during those trips as shown in Table 1. A preliminary Training Outline is included at the end of this section for the Contractor’s reference. H. Upon completion of “Operator Training”, submit a certified report to Engineer (using the form inserted at the end of this specification and supplemented with manufacturer’s checklists and forms) that the requirements are complete and that system is ready for the start of the “Owner’s Programming Period.” 3.4 OWNER’S PROGRAMMING PERIOD A. Owner shall contract separately for SCADA programming for the flow meter equipment. B. Contractor is required to attend coordination meetings as required with SCADA Programmer, Owner, and Engineer at no additional cost to Owner. C. The installation of the equipment systems requires considerable coordination between the Owner, Owner’s SCADA Programmer, and the Contractor. The Contractor will provide on-site assistance through testing of the SCADA Programming. D. Contractor shall provide on-site support during Owner’s programming period to expedite system SCADA Programming and testing. Contractor shall provide skilled labor capable of troubleshooting and making modifications to the various Work trades, including but not limited to mechanical, electrical, and instrumentation systems as necessary and within the Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 4 Contract Document requirements. The Contractor shall be responsible for making any adjustments and/or modifications to the installation process that may become necessary to ensure that all equipment is properly installed. E. Contractor shall provide support during the “Owner’s Programming Period” which shall commence upon “Notice of Completed Training”. It is anticipated that this period shall be no less than 30 calendar days. If Owner completes SCADA Programming in less than 30 calendar days, Contractor shall continue with startup and commissioning activities. F. Delays to Programmer caused by correction or troubleshooting of Contractor’s Work shall be grounds for an extension of the Owner’s Programming period a commensurate amount of time at no additional cost to the Owner. G. Upon completion of “Owner’s Programming Period”, Engineer shall issue a letter to Contractor titled: “Notice of Completed Owner Programming”. Upon Notice of Completed Programming, Contractor shall commence with “Acceptance Testing of Systems.” 3.5 ACCEPTANCE TESTING OF SYSTEMS A. Following completion of Contractor’s Initial Starting and Testing Activities (Section 3.2), “Acceptance Testing of Systems” may begin. B. Notify Owner and Engineer seven days prior to intended start date of Acceptance Testing of Systems. C. Duration of Acceptance Testing Period shall be a minimum of 14 calendar days, unless a longer period or more restrictive performance testing requirements are specified in a separate technical specification. 1. Time of beginning and ending of any Acceptance Testing will be agreed upon by Contractor, Owner, and Engineer in advance of initiating Demonstration Period. 2. Length of Acceptance Testing other than specified will be agreed upon by Contractor, Owner, and Engineer in advance of initiating Acceptance Testing. 3. Contractor shall provide temporary pump(s) and/or piping to replicate design flows for the purpose of providing flow to system facilities for testing. Contractor is required to provide all equipment, fuel, controls, and necessary piping for suction and discharge from the pump as necessary for start-up and testing purposes. D. Demonstrate operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled times, at equipment location. Acceptance Testing period should be organized to provide a clear, concise summary of the equipment operation and maintenance. E. Demonstrate the functional integrity of the mechanical, electrical, and control interfaces of the respective equipment and components comprising the facility or system. F. If, during Acceptance Testing, the aggregate amount of time used for repair, correction of incomplete work, alternation, or unscheduled adjustments to any equipment or systems that render the affected equipment or system inoperative exceeds 4 hours of the scheduled Acceptance Testing period, the demonstration of functional integrity will be deemed to have failed. In the event of failure, a new Acceptance Testing Period will recommence after correction of the cause of failure. The new Acceptance Testing Period shall have the same requirements and duration as the Acceptance Testing Period previously conducted. G. Conduct the demonstration of functional integrity under full operational conditions. Contractor is required to provide all necessary pumps, piping and control systems for a Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 5 temporary pumping system to recirculate flow as described previously to meet the Acceptance Testing Requirements. H. Owner will provide operational personnel to provide process decisions affecting plant performance. Owner’s assistance will only be available for process decisions. Contractor will perform all other functions, including, but not limited to, equipment operation and maintenance until successful completion of the Acceptance Testing. I. Owner and Engineer reserve the right to simulate operational variables, equipment failures, routine maintenance scenarios, etc. to verify the functional integrity of automatic and manual backup systems and alternate operating modes. J. Provide knowledgeable personnel to answer Owner’s questions throughout the Acceptance Testing Period. K. Provide field instruction on systems and respond to any system problems or failures that may occur. L. Upon completion of Acceptance Testing, submit a certified report to Engineer (using the form inserted at the end of this specification and supplemented with manufacturer’s checklists and forms) that the requirements are complete and that system is ready for Operator Training. Certificate shall be signed by Contractor and Manufacturer/Supplier. 3.6 COMMISSIONING OF SYSTEMS A. When adequate Training, Owner Programming, and successful Acceptance Testing is completed to the satisfaction of the Owner and Engineer, the systems may be Commissioned. B. Commissioning is defined as full integration of the equipment, including all electrical, controls, instrumentation, and all other support systems necessary for operation of the entire system as designed. C. Owner reserves the right to withhold payment on individual equipment items until such time as Commissioning may commence. D. Submit a certified report to Engineer (using the form inserted at the end of this specification and supplemented with manufacturer’s checklists and forms) that all preceeding requirements have been completed and that the system is ready for Commissioning by Owner. Certificate shall be signed by Contractor and Manufacturer/Supplier. Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 6 Table 1 – Manufacturer's Representative Minimum Onsite Requirements for Startup and Training Reference Technical Specification Section Supervision, Inspection, and Startup for Equipment (Minimum Number 8-hour person-days) (a) Classroom and Field Training (Minimum Number person-hours of training) Number of Trips to Site ELECTRICAL SYSTEMS 1 1 2 (a) Day shall be 8 hours onsite. If combined to a single trip, “days” for start-up shall not be considered for “days” for training. Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 7 CONTRACTOR & MANUFACTURER/ SUPPLIER CERTIFICATE OF STARTING OF SYSTEM The following certificate shall be completed for each equipment item or system in accordance with Specification 01650 - Starting of Systems. Project Name Equip Item/ Tag Owner Specification No. Engineer Serial No. Contractor Equip Mfg./ Supplier Start-up Representative and Contact Information: Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 8 Initial Starting and Testing of Systems (01650 - 3.2) Item No. Description Date Completed 1 (3.2.B) Notify Owner and Engineer seven days prior to initial starting and testing 2 3 4 (3.2.E) Verify wiring and support components for equipment are complete and tested. 5 6 7 8 Observations/ Recommendations/ Comments: MANUFACTURER/ SUPPLIER SIGNATURE DATE CONTRACTOR SIGNATURE DATE (3.2.C) Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions that may cause damage (3.2.D) Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer (3.2.F) Verify all instrumentation and controls are complete and have undergone testing in accordance with Division 16 requirements (3.2.G) Execute initial starting and testing under supervision of responsible manufacturer’s representative and in accordance with manufacturers' instructions (3.2.I) Submit a certified report to Engineer that the requirements are complete and that system is ready for Demonstration (3.2.H) Provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to initial starting and testing, and to supervise placing equipment or system in operation Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 9 Operator/Owner Training (01650 - 3.3) Item No. Description Date Completed 1 2 3 4 5 6 Observations/ Recommendations/ Comments: MANUFACTURER/ SUPPLIER SIGNATURE DATE CONTRACTOR SIGNATURE DATE (3.3.B) Provide a complete draft copy of the Equipment Operation and Maintenance (O&M) Manuals for each of the Owner's operating personnel who attend the training (3.3.B) Review contents of O&M manual with Owner's operating personnel in detail to explain all aspects of operation and maintenance (3.3.B) Include the use of slides, videos, literature, diagrams, and/or oral presentations as necessary to present comprehensive, detailed instruction of operation and maintenance requirements of the equipment (3.3.C) Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction (3.3.F) Upon satisfactory completion of the classroom training, continue training with a field training session utilizing the installed equipment. Equipment shall be run in all available control modes and sequences of operation. (3.3.G) Submit a certified report to Engineer that the requirements are complete and that system is ready for Commissioning Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 10 Notice of Completed Owner Programming (01650 - 3.4) Observations/ Recommendations/ Comments: OWNER SIGNATURE DATE Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 11 Acceptance Testing of Systems (01650 - 3.5) Item No. Description Date Completed 1 (3.5.A) Notify Owner and Engineer seven days prior to demonstration 2 3 4 5 6 7 8 Observations/ Recommendations/ Comments: MANUFACTURER/ SUPPLIER SIGNATURE DATE CONTRACTOR SIGNATURE DATE (3.5.K) Provide field instruction on systems and respond to any system problems or failures that may occur (3.5.E) Demonstrate the functional integrity of the mechanical, electrical, and control interfaces of the respective equipment and components comprising the facility or system (3.5.D) Demonstrate operation, control, adjustment, and shutdown (3.5.D) Demonstrate trouble shooting, servicing, maintenance (3.5.G) Conduct the demonstration of functional integrity under full operational conditions (3.5.J) Provide knowledgeable personnel to answer Owner’s questions throughout the Demonstration Period (3.5.L) Submit a certified report to Engineer that the requirements are complete and that system is ready for Operator Training Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 12 Commissioning of Systems (01650 - 3.6) Item No. Description Date Completed 1 2 Observations/ Recommendations/ Comments: Certification by Manufacturer/Supplier and Contractor MANUFACTURER/ SUPPLIER SIGNATURE DATE CONTRACTOR SIGNATURE DATE Acceptance by Owner OWNER'S SIGNATURE DATE (3.6.D) Submit a certified report to Engineer that all preceeding requirements have been completed and that the system is ready for commissioning by Owner. Certify that system is fully integrated, including all electrical, controls, instrumentation, and all other support systems necessary for operation of the entire system as designed Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 13 TRAINING OUTLINE Below is a basic training outline that is to be provided with the training listed in Section 01650 Table 1: Manufacturer's Representative Minimum Onsite Requirements for Startup and Training. A. General Description A basic description of the overall equipment system function and operation. Identify the major components of the equipment system. (i.e., EQ Pump system: motor, drive, pump and controls). Provide a general description of equipment functional capacities (i.e., EQ Pump system: pumping capacity and maximum / minimum ranges and reverse operation if applicable, etc.). B. Equipment System Components Classroom: Identify by name and location of components that make up the equipment system. In the classroom use photos or videos that clearly identify the components. Provide a functional description of what each component does in the operation of the equipment system. (i.e., Proximity switch provides feedback for rotation of equipment by sensing a metal bar passing through the switch magnetic field). Describe each components inputs, outputs, normal and abnormal conditions, safety issues, routine maintenance and disassemble / reassemble of the component. Field training: Repeat the classroom information in the field clearly identifying components by touching or pointing to them. C. Equipment System Function & Operation Classroom: Describe how each equipment system component contributes to the function and operation of the equipment system. Discuss equipment system checkout prior to operation, equipment startup, routine operation, abnormal operation, remote operation, equipment shut down and emergency conditions. Provide methods to obtain the most efficient equipment system operation. Troubleshooting abnormal operating conditions and typical solutions. Alarm conditions shall be describe as to the causes, solutions and effects on the equipment system. Field Training: Repeat the classroom information applying it to the installed equipment. Direct the Owners personnel to the step by step procedures operate the equipment system properly. Perform normal operational checks to verify proper operation. Identify conditions and indications of improper operation. Provide training on how the automatic operating controls function and adjustments available to the operators. D. Equipment System Maintenance Classroom: Describe and discuss the routine and preventative maintenance activities procedures. Use the Preliminary O&M manual to identify the lubricants needed and their proper application. Use video or pictures to provide classroom training on equipment disassemble and resemble for the replacement of components. Discuss the equipment system spare parts needed and the sources for the spare parts. Field training: Review the classroom information including disassemble and resemble of equipment system and its components. Disassemble and resemble equipment, which will not void the manufacturers warrantee. E. Equipment System Safety Classroom: Identify all safety issues with the equipment system: mechanical, electrical, chemical and any other safety items. Provide step by step procedures to control the safety hazards. Section 01650 – Starting of Systems 30-20-059 City of Pasco Grimmway Wastewater Connection 01650 - 14 Field training: Review the classroom information for the equipment system mechanical, electrical, chemical and other safety items. Provide hands on training of step-by-step safety procedures. END OF SECTION Section 01700 – Contract Closeout 30-20-059 City of Pasco Grimmway Wastewater Connection 01700 - 1 SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures B. Final cleaning C. Adjusting D. Project record documents 1.2 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been reviewed, and that Work is complete in accordance with Contract Documents and ready for Owners Representative's review. B. Submit Warranty certificates. C. Provide submittals to Owners Representative that are required by governing, funding or other authorities. D. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.3 FINAL CLEANING A. Execute final cleaning prior to final review. B. Clean debris from drainage systems. C. Clean site; sweep paved surfaces. D. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.4 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. B. Adjust all product to assure smooth and proper fit. 1.5 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturers’ instructions for assembly, installation, and adjusting. Section 01700 – Contract Closeout 30-20-059 City of Pasco Grimmway Wastewater Connection 01700 - 2 B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer’s name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction, including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured locations of utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 3. Field changes of dimension and detail. 4. Details not on original Contract Drawings. G. Submit all documents noted above to Owner’s Representative with claim for final Application for Payment. PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION Section 01730 – Installation, Operation, and Maintenance Manuals 30-20-059 City of Pasco Grimmway Wastewater Connection 01730 - 1 SECTION 01730 INSTALLATION, OPERATION, AND MAINTENANCE MANUALS PART 1 - GENERAL 1.1 DESCRIPTION A. Description of Work 1. Provide INSTALLATION, PRELIMINARY, and FINAL Operation and Maintenance (O&M) Manuals for use by the Contractor and the Owner. a. The term "Operation and Maintenance Manual" includes all product- related information and documents that are required for preparation of the Contractor's O&M Manual, and data that is required for inclusion by current regulations of any participating government agency or as a provision of a system warranty. b. Required Delivery for O&M Manuals is as follows: (1) INSTALLATION Manuals are due 30 days before individual Goods are delivered to the project. (2) PRELIMINARY O&M Manuals are due 30 days before Commissioning. No payment shall be made on an equipment item without a PRELIMINARY O&M Manual. (3) FINAL O&M Manuals are due 30 days after the completion of Acceptance Testing. Final payment will not be made until all O&M Manuals are complete and approved. c. The term component equipment supplier is used to describe a manufacturer’s Goods purchased by the Contractor and incorporated into the project. d. The O&M Manual shall include, but is not be limited to, the following: (1) Equipment description, equipment function, operating characteristics, limiting operating conditions (minimum, average and, maximum input, temperatures, speeds, production; etc.), operating instructions and procedures for startup, normal and emergency conditions, shutdown, and storage. Photos of equipment shall identify each component identification associated with equipment description and function information. (2) Equipment safety considerations relating to installation, operation and maintenance procedures. (3) Installation procedures. (4) Calibration procedures. (5) Routine and preventive maintenance instructions. (6) Procedures for disassembly, reassembly, alignment, adjustment, and inspection instructions. Instructions shall include photographs and/or video of the stages of the procedures. Photos of alignment and adjustment equipment locations. Section 01730 – Installation, Operation, and Maintenance Manuals 30-20-059 City of Pasco Grimmway Wastewater Connection 01730 - 2 (7) Recommended spare parts list to maintain equipment in service. (8) Special Tools: (a) For equipment, provide a list of special tools included and required for installation checking, testing, parts replacement, and maintenance. (b) For component equipment, provide a list of special tools, materials, and supplies furnished with equipment for use prior to and during startup and for future maintenance with current price information. (9) For component equipment provide name, address, and telephone number for local sources of equipment and/or replacement parts. (10) Operational log sheets and maintenance schedules. (11) Material Safety Data Sheets (MSDSs) for any applicable item (chemicals, oils, lubricants, etc.) provided by the supplier. (12) Furnish lubricants of the type and grade necessary to meet the requirements of the equipment. (13) Warranty Information, Bond(s), and Service contract(s), if applicable. (14) Equipment Specific and Factory Test Report information shall include: (a) Tag name, model, and serial number of the equipment provided (b) Name, address, and phone number of manufacturer and manufacturer's local service representative (c) Factory Test Reports where applicable (d) Approved Shop Drawings (including equipment drawings, schematics, circuit diagrams) e. Routine and preventive maintenance instructions include all information and instructions required to keep equipment properly lubricated, adjusted, and maintained so that the item functions as intended throughout its full design life. Routine and preventive maintenance instructions shall include, but are not be limited to, the following: (1) Written explanations with illustrations for each preventive maintenance task. (2) Recommended schedule for execution of preventive maintenance tasks. (3) Lubrication charts shall include a table of alternative lubricants naming at least two alternate lubricant manufacturers, with applicable product numbers, for each application. (4) Troubleshooting instructions. (5) List of required maintenance tools and equipment. Section 01730 – Installation, Operation, and Maintenance Manuals 30-20-059 City of Pasco Grimmway Wastewater Connection 01730 - 3 f. Non-Project Equipment Deleted: Equipment information that contains non-project-related components, information, descriptions, or other reference information shall be deleted or crossed out as not applicable to the Project. B. Coordination: The Contractor shall coordinate the delivery and incorporation of O&M Manuals prepared for this project from his component equipment suppliers. The Contractor shall develop an O&M Manual for the equipment and systems designed and provided by the Contractor under this contract. 1.2 QUALITY CONTROL/QUALITY ASSURANCE (QA/QC) Not used. 1.3 SUBMITTALS A. General 1. Installation, Commissioning, Training of any process, or piece of equipment shall not be permitted until the respective INSTALLATION and PRELIMINARY Manuals have been received and approved by the Engineer as being sufficient in content to allow the completion of the work. 2. O&M Manuals shall be submitted in three ring binders with a table of contents and index tabs to identify the various items. 3. The table of contents shall reference the applicable specification section(s) for each item and shall be included in each volume of multi-volume manuals. 4. O&M Manuals shall use dividers and indexed tabs between major categories of information such as Operating Instructions, Preventive Maintenance Instructions, etc. 5. O&M Manuals shall use 8½-inch by 11-inch acid free paper of high rag content and quality. All text must be legible, type-written or machine printed originals or high quality copies. 6. Each page shall have a binding margin of approximately 1½ inches and be punched for placement in a three-ring “D” style loose-leaf binder, which shall be provided by the Contractor along with the submittal. Each binder shall be no more than 3 inches. 7. Drawings: Provide half-size black line (11 x 17) reproductions shall be provided for all project drawings. 11-inch x 17- inch drawings shall be bound in a separate binder. 11-inch x 17-inch drawings shall not be folded and placed in any project binder designed for 8½ inch x 11 inch pages. 8. Electronic File Format: a. All Contractor O&M Manual information shall be supplied to the Owner as electronic file format that it was originally developed and in condensed portable document format (PDF format). The specifications for PDF generation are as follows: (1) The acceptable format is Portable Document Format (PDF): Adobe Acrobat or Adobe Acrobat Exchange. (2) The initial filename for the EOM submittal is provided with the request for FINAL O&M Manuals. The filename is posted near Section 01730 – Installation, Operation, and Maintenance Manuals 30-20-059 City of Pasco Grimmway Wastewater Connection 01730 - 4 the top of the review form. Filenames use the “eight dot three” convention (XXXXX_YY.PDF) where XXXXX is the specification section number and YY is an ID number. If technical problems require Contractor to break the submittal into more than one file, then add a letter extension to the end of each filename. (example: 19876_01A.PDF) Keep the number of files to a minimum. (3) Scan images at a resolution of 400 dpi or greater. Perform Optical Character Recognition (OCR) capture on all images. Achieve OCR with the “original image with hidden text” option (as seen in Adobe Acrobat Exchange 4.05). (4) Create one PDF document (PDF file) for each equipment O&M Manual. The entire manual is converted to a single PDF file via scanning or other method of conversion. Drawings or other graphics must be converted to PDF format and made part of one combined PDF document. Rotate pages that must be viewed in landscape to the appropriate position for easy reading. Word searches of the PDF document must operate successfully. (Proof of OCR.) Provide one copy of the Word document. (5) Create a bookmark in the navigation frame for each entry in the table of contents. The bookmark shall be three levels deep (i.e., “Chapter”, “Section”, “Subsection”) unless otherwise approved by the Owner. (6) Generate thumbnails for each completed PDF file. (7) Set the opening view for PDF files as follows: (a) Initial view: Bookmarks and page (b) Magnification: Fit in window (c) Open to the cover page of the manual, with bookmarks to the left, and the first bookmark linked to the table of contents b. All component equipment manuals shall be provided in PDF format. c. All project drawings shall be provided in PDF format. 9. Equipment Identification: a. Identify products and components by the Project's established tag and descriptive names. The use of cryptic model or catalog numbers or letters for identification shall not be acceptable. b. Indicate all components of the equipment on catalog pages by bold markings or some other clearly definable medium for ease of identification. All markings shall be readable if photocopied. c. For all tagged devices supplied, the Contractor shall develop a “Cross Reference Schedule” that matches (links) the tag to the appropriate equipment manual PDF file. The equipment schedule shall include the pertinent information associated with the equipment, including tag number, description, functional name location, component equipment model, part number, size, materials, accessories and range. The equipment cross-reference schedule shall be provided in the form of a Section 01730 – Installation, Operation, and Maintenance Manuals 30-20-059 City of Pasco Grimmway Wastewater Connection 01730 - 5 Microsoft Excel (XLS) spreadsheet. Contractor may use the Equipment, Valve, and Instrumentation Schedules included in the plans as an organizational starting point. B. Letter of Transmittal 1. The Contractor shall provide a Letter of Transmittal with each submittal and include the following in the letter: a. Date of submittal b. Contract title and number c. Contractor's name and address d. A list of the attachments and the sections of the manual to which they relate e. Reference to or explanation of related submittals already made or to be made at a future date C. INSTALLATION Manuals shall be assembled for installation of the equipment by the Contractor. 1. The Contractor shall submit six copies marked “INSTALLATION” of each required O&M Manual to the Contractor. Distribution by Contractor shall be as follows: a. The Contactor shall retain their necessary copies. b. The Engineer shall receive two copies. c. The Owner shall receive one copy. D. PRELIMINARY O&M Manual 1. The Contractor shall submit three copies marked “PRELIMINARY” of each required O&M Manual and the training plan. Each manual shall include a CD containing the information contained in the manual, including XLS master sheet and individual PDF files as described in Section 1.3 A. 2. The Contractor shall organize the PRELIMINARY O&M Manuals as follows: a. Contractor Equipment O&M Manual: (1) Includes O&M and Preventive Maintenance Instructions (2) Includes Detailed Plan of Commissioning Activities (3) Includes the Equipment Cross-Reference Schedule (4) Includes all equipment Installation, Operation and Maintenance Manuals E. After the commissioning has been completed and substantial completion achieved, the Contractor shall revise and resubmit the FINAL O&M Manuals for the project. Section 01730 – Installation, Operation, and Maintenance Manuals 30-20-059 City of Pasco Grimmway Wastewater Connection 01730 - 6 F. FINAL O&M Manual(s) 1. The Contractor shall submit copies marked “FINAL” of each required O&M Manual. Three copies of each of the required FINAL O&M Manuals shall be submitted. Each manual shall contain an electronic version containing the information contained in the manual. 2. The Contractor shall organize the FINAL O&M Manuals as follows: a. Contractor Equipment O&M Manual: (1) This O&M Manual will be provided “as new in its entirety.” (2) Includes O&M and Preventive Maintenance Instructions. (3) Includes an equipment cross-reference schedule. (4) Includes equipment Installation, Operation and Maintenance Manuals. (5) Includes a FINAL electronic version. (6) Commissioning Test Reports shall be included in the final manual, including: (a) Results of all installation inspection, field calibration, and field testing reports prepared during the commissioning of the facility (b) Results of Acceptance Testing (7) Warranty Certificates: Copies of all Warranty Certificates shall be included with the FINAL O&M Manual. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Coordinate with Owner procured and Contractor procured equipment for inclusion into the O&M manual. END OF SECTION Section 02530 – Temporary Bypass Pumping 30-20-059 City of Pasco Grimmway Wastewater Connection 02530-1 SECTION 02530 TEMPORARY BYPASS PUMPING PART 1 – GENERAL 1.1 SECTION INCLUDES A. Under this item the Contractor is required to furnish all materials, labor, equipment, power, maintenance, etc. to implement a temporary pumping system for the purpose of diverting the existing flow around the work area for the duration of the project. B. The design, installation and operation of the temporary pumping system shall be the Contractor's responsibility. The Contractor shall employ the services of a vendor who can demonstrate to the engineer that he specializes in the design and operation of temporary bypass pumping systems. The vendor shall provide at least 5 references of projects of a similar size and complexity as this project performed by his firm within the past three years. The bypass system shall meet the requirements of all codes and regulatory agencies having jurisdiction. 1.2 RELATED SECTIONS A. Section 01300 - Submittals 1.3 SUBMITTALS A. The Contractor shall prepare with the vendor a specific, detailed description of the proposed pumping system plan and submit it with the vendor's references for approval. The Bypass Pumping Plan shall be in accordance with this specification and Technical Specification 01300. B. The submittal shall include: 1. The Sewage Bypass Control Plan including the following: a. A written description and details of the Plan and shall address the quantity, capacity and location of all pumping equipment. b. Product data on all equipment to be used, manufacturer’s performance curves for all pumping equipment. c. Size, type, and routing of all suction and discharge pipes and the means of connecting the system. d. Method of plugging downstream pipe (invert out) at bypass manhole. e. Method of controlling the pumps. f. Alarm methods and procedures. 2. A contingency Plan in case of primary system equipment and/or power failure, unexpected flow conditions, and emergency notification protocols. 3. A Spill Response Plan 1.4 MINIMUM REQUIREMENTS A. It is required under this section that the Contractor provide all necessary means to safely convey the flows past the work area. It will not be permitted to stop or impede the main or any sideline flows under any circumstances. Section 02530 – Temporary Bypass Pumping 30-20-059 City of Pasco Grimmway Wastewater Connection 02530-2 B. Duration of the bypass pumping shall be until the new Diversion Manhole and Packaged Metering Manhole are fully installed and operational. C. Bypass pumping shall be continuous or periodic provided the submergence of the bypass manhole does not exceed 3 feet above the bottom of the existing manhole. D. The temporary pumping system will be required to handle flows as indicated on the Plans. E. All pumps used shall be centrifugal, end suction, fully automatic self-priming units that do not require the use of foot-valves, vacuum pumps, or diaphragm pumps in the priming system. The pumps may be electric or diesel powered. All pumps shall not be the hydraulic submersible type. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. F. In order to prevent the accidental spillage of flows, all discharge systems must be constructed of rigid pipe with leak proof connections. Discharge hose will only be allowed by specific permission of the engineer. G. The Contractor shall provide the necessary start/stop controls for each pump. H. Adequate hoisting equipment for each pump and accessories shall be maintained on the site. I. The Contractor shall ensure that the temporary pumping system is properly maintained and a responsible operator shall be on call at all times when pumps are operating. J. The Contractor's bid price shall include one stand-by pump of each size to be maintained on site. In addition, spare pipe and fittings shall also be provided. K. The Contractor shall provide an independent power source and provisions for backup power generation for all equipment that requires a power source. Backup power provisions shall address noise abatement of portable power generation equipment to reduce noise to a level of not more than 63 dBA at 30 feet. L. The Contractor is responsible for providing continuous monitoring, alarms, operation, troubleshooting, and maintenance activities of the bypass system while in use. M. The temporary pumping system shall be placed in service a minimum of 24 hours before any other work may begin. If the bypass system fails or deficiencies are noted, the Contractor shall correct the problem(s) and restart the trial period at no additional cost to the City. Trial period shall continue until the Contractor, City and Engineer deem successful. N. Once written permission is issued, the Contractor shall remove all components of the temporary pumping system. The Contractor shall perform any restoration work to the satisfaction of the engineer. PART TWO - PRODUCTS 2.1 - PUMPS A. The pumps and drives shall be rated for continuous duty and shall be capable of pumping the specified flow range without surging, cavitation, or vibration. The pump shall not overload the driver at any point on the pump operating curve. Rotative components shall be statically and dynamically balanced. The Pump shall be suitable for use with raw unscreened sewage and trash. The pump shall be a self-contained unit, designed for temporary use. 2.2 - PIPING A. In order to prevent the accidental spillage of flows, all discharge system must be constructed of rigid pipe with positive, leak-proof connections. Bauer type connections are not permitted. Section 02530 – Temporary Bypass Pumping 30-20-059 City of Pasco Grimmway Wastewater Connection 02530-3 B. Pipe 8-inches and larger shall be high density polyethylene pipe with fused joints for a leak- proof piping system. 2.3 - TEMPORARY PLUGS A. Plugs shall be inflatable plugs constructed of specially treated industrial fabric and reinforced neoprene. Plugs shall be equipped with steel pull rings and aluminum end clamps. B. All plugs shall be firmly attached to a stationary object at ground level by a steel cable in order to prevent loss of plug in the pipeline. PART THREE - EXECUTION 3.1 TEMPORARY INSTALLATION A. Equipment specified in this Section shall be installed in strict accordance with the vendor’s instructions and recommendations. Installation shall include furnishing oil, fuel, grease, lubricants, tools, and spare parts that may be required to maintain the operation of the pump throughout the construction period. END OF SECTION Section 02530 – Temporary Bypass Pumping 30-20-059 City of Pasco Grimmway Wastewater Connection 02530-4 THIS PAGE LEFT BLANK INTENTIONALLY Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-1 SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.1 SECTION INCLUDES A. Cast-in-place concrete slabs-on-grade, structural floors, beams, joists, decks, foundations, walls, and columns. B. Control and contraction joint devices including joint sealant. C. Equipment pads and thrust blocks. D. Concrete grout and bonding adhesives. 1.2 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 01400 - Quality Control. 1.3 REFERENCES A. ACI 211.1 – Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. B. ACI 301 - Structural Concrete for Buildings. C. ACI 302 - Guide for Concrete Floor and Slab Construction. D. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. E. ACI 305R - Hot Weather Concreting. F. ACI 306R - Cold Weather Concreting. G. ACI 308 - Standard Practice for Curing Concrete. H. ACI 318 – Building Code Requirements for Reinforced Concrete. I. ACI 350 – Environmental Engineering Concrete Structures. J. ANSI/ASTM D994 - Preformed Expansion Joint Filler for Concrete (Bituminous Type). K. ANSI/ASTM D1190 - Concrete Joint Sealer, Hot-Poured Elastic Type. L. ANSI/ASTM D1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types). Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-2 M. ANSI/ASTM D1752 - Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. O. ASTM C31 - Making and curing concrete test specimens in the field. P. ASTM C33 - Concrete Aggregates. Q. ASTM C39 - Compressive strength of cylindrical concrete specimens. R. ASTM C94 - Ready-Mixed Concrete. S. ASTM C150 - Portland Cement. T. ASTM C260 - Air Entraining Admixtures for Concrete. U. ASTM C494 - Chemicals Admixtures for Concrete. V. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. 1.4 SUBMITTAL A. Submit under provisions of Section 01300. B. Product Data: Provide data on joint devices, attachment accessories, admixtures and aggregate and cement. C. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent Work. D. Submit mix design and certification of compliance for all admixtures and curing compounds. F. A concrete placement schedule shall be prepared by the Contractor and submitted to the Engineer for review prior to the start of concrete placement operations. This schedule shall take into account placement time of concrete in the forms, delivery time of the trucks to site and weather conditions expected during the placement of concrete. 1.5 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual locations of embedded utilities and components which are concealed from view. 1.6 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Maintain one copy of each document on site. C. Acquire cement and aggregate from same source for all work. D. Conform to ACI 305R when concreting during hot weather. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-3 E. Conform to ACI 306R when concreting during cold weather. 1.7 FIELD SAMPLES A. Provide under provisions of Section 01400. PART 2 PRODUCTS 2.1 PROPORTIONING AND DESIGN OF MIXES A. Proportion and design concrete mixes shall meet the following requirements: 1. M4000-STD: Standard structural concrete mix for non-water retaining structural concrete including foundation walls, above grade structural walls, columns, piers, slabs, beams and all other structural concrete: Strength @ 7 days 2400 psi Strength @ 28 days 4000 psi Admixture: Mid-range water reducer conforming to ASTM C494. Maximum water/cement + fly ash ratio 0.45 by weight Slump @ point of placement 4 inches Entrained Air 6% ± 1.5% Maximum Aggregate Size 3/4 inch, as defined below, unless otherwise shown on the Drawings. 2. M4000-SPS: Super-Plasticized structural concrete mix for water retaining structural concrete including water-retaining vault or tank walls, foundations and floor slabs: Strength @ 7 days 2400 psi Strength @ 28 days 4000 psi Admixture: High-range water reducer conforming to ASTM C494 Type F or G Maximum water/cement + fly ash ratio 0.40 by weight Total slump @ point of placement 10 inches Entrained Air 6% ± 1.5% Maximum Aggregate Size 3/4 inch, as defined below, unless otherwise shown on the Drawings. 3. M-CDF: Mix for Controlled Density Fill (CDF) or Controlled Low Strength Material (CLSM). CDF shall be a mixture of cement, fine and course aggregate, fly ash and admixtures formulated to be flowable and self-consolidating with a net 28 day compressive strength of 200 to 300 psi. B. Design shall be by an approved independent testing laboratory and a trial mix batch shall be made and tested by that laboratory. Average strength of cylinders in trial batch must exceed specified strength by 15%. C. A previously used mix design may be used provided aggregate source is the same, the mixing equipment is the same, and provided at least 10 tests were made by an independent laboratory with results meeting these specifications. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-4 D. If any of the first three 7-day cylinder tests fail to meet the specified 7-day strength, the mix shall be modified for higher strength. Submit modified mix for review before use. E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, at no additional cost to the Owner. Test data for revised mix designs and strength results must be submitted and accepted before using the mix adjustments. F. Entrained Air: Air-entraining admixture shall be used unless otherwise shown or specified. Air-entraining admixture shall be added at the manufacturer's prescribed rate to result in concrete at the point of placement with an air content as specified herein (volume basis). G. Concrete shall be mixed in conformance with ASTM C94. 2.2 CONCRETE MATERIALS A. Cement: 1. ASTM C150, Type II standard mixes. 2.3 AGGREGATES A. Fine: Clean, sharp, natural sand, ASTM C 33. Fineness modulus shall not be less than 2.5 nor more than 3.0. Materials passing 200 sieve shall be 4 percent maximum. B. Coarse: Crushed stone or gravel, ASTM C 33. Maximum size of coarse aggregate shall be 3/4-inches, unless otherwise indicated on the Drawings. Materials passing 200 sieve shall be 0.5 percent maximum. C. Aggregates shall be natural, free from deleterious coatings, meeting ASTM C 33, nonreactive. Thoroughly and uniformly wash before use. In accordance with ASTM C 33, Appendix XI, paragraph X1.1, evidence of reactive problems on existing structures will be used to prove sources of aggregates are reactive and are unsuitable for use in the work. Import nonreactive aggregates if local aggregates are reactive. Import aggregates if local aggregates and concrete produces shrinkage volume changes in excess of specified amount. 2.4 WATER A. All water for concrete mixtures shall be clean, potable, and free from injurious substances and conforming to ASTM C 94. Water containing 2 percent or more common salt shall not be used and chloride levels shall be less than 500 parts per million. 2.5 ADMIXTURES A. Air Entrainment: 1. Air entraining admixtures shall be used in all concrete exposed to the weather and as specified for quality of concrete used, ASTM C 260, except that admixture shall be non-toxic after 30 days and contain no chlorides or other chemicals causing corrosion; manufactured by Grace Daravair `M' or SIKA Chemical `AER'. 2. Must be compatible with water-reducing admixture. Concrete with air- Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-5 entrainment admixture added shall maintain air percentage as batched, within 2 percent for minimum 1 ½ hours after addition to concrete mix and through concrete pumping. B. Water-Reducing Admixtures: 1. Water-reducing admixtures shall conform to ASTM C494, Type A or Type D. 2. Complex, multi-component, nonchloride, noncorrosive admixture providing unique performance qualities unobtainable from conventional water-reducing admixtures. 3. Manufacturer and Product: i. Master Builders, Inc., Cleveland, OH, Pozzolith or Pozzolith Polyheed. ii. W.R. Grace & Co., Cambridge, MA, WRDA-79. 4. Must be compatible with air entraining admixture. C. Superplasticizers 1. Meet ASTM C494 and use only Type F or G, of second or third generation type. 2. Hold slump of 5 inches or greater for the time required for placement into structure, or 2 hours minimum. 3. Type F Superplasticizer: Batch plant added to extend plasticity time, control temperature of fresh concrete, reduce water 20 to 30 percent, and give higher strengths at all ages. 4. Type G Superplasticizer: Batch plant added to extend plasticity time, maintain setting characteristics similar to normal concrete throughout its recommended dosage range and at varying concrete temperatures, reduce water 30 to 40 percent, and give high-early and ultimate strengths. 5. Superplasticizers for Hot Weather Placements: i. A synthesized sulfonated complex polymer type superplasticizer containing no chlorides or alkalines. ii. Add to mix at manufacturer’s recommended dosage to allow placement with concrete temperatures up to 90 degrees F. 6. Manufacturer and Product: i. Master Builders, Inc., Cleveland, Ohio, Rheobuild or Pozzolith Polyheed at a dosage greater than 10 ounces per 100 pounds of cement. ii. W.R. Grace & Co., Cambridge, Maine, Daracem 100. iii. Euclid Chemical Co., Cleveland, Ohio, Eucon Super F or 537G. 2.6 FLY ASH Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-6 A. Fly ash may only be permitted if specifically approved by Engineer. Submit complete manufacturer's literature. If approved, conform to ASTM C618, Type F modified to allow SiO2+Al2O3+FeO3 minimum 66 percent and SiO2 minimum 40 percent and to require a maximum loss on ignition of 2 percent. Do not use to replace more than 25% of cement by weight. 2.7 CALCIUM CHLORIDE A. Calcium chloride and products containing more than 0.1% chloride ions are not permitted. Provide admixture manufacturer's written certification that chloride ion content complies with specified requirements. 2.8 FREEZE PROTECTION ADMIXTURE A. ASTM C494 Type E admixture, specially formulated to provide protection from freezing down to 20 degrees F. (-7 degrees C.) until initial set has been reached. B. Manufacturer and Product: 1. Master Builders Co., Pozzutec 20. 2. Or equal. 2.9 CONCRETE CURING MATERIALS A. Curing materials, preparation and application shall be per Section 03390 – Curing Materials. B. Do not use curing compound where additional finishes such as hardeners, paintings, and other special coatings are required. Use water curing as specified instead. 2.10 ACCESSORIES A. Bonding Agent: Two component modified epoxy resin. B. Non-Shrink Grout Category I: 1. Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents for use in filling tie holes in concrete, blockouts for gate guides, joints of precast components or members, and grouting baseplates of columns that do not exceed one story in height; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. 2. All grout shall be a fluid consistency in use except that for formwork tie holes the grout shall be dry pack consistency and shall fill the conical section with dense grout hammered in with steel tool and steel hammer. 3. Use Category II type grout for filling through-bolt openings as hereinafter specified. 4. Use Category II grouts for patching defects in walls and slabs after form removal. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-7 C. Nonshrink Grout Category II: 1. Nonshrink grout with natural aggregate for use in high strength, precision support of machine bases of 25 hp or less; bases for precast wall sections, columns, and precast members more than one story in height; filling of through-bolt openings in concrete walls; and patching defects in walls and slabs after form removal shall conform to the Corps of Engineers' Specification for Non-Shrink Grout, CRD- C261-81 and to these specifications. Fluid grout as determined by the flow cone, CRD-C611-81, shall have a minimum strength of 4,800 psi at 7 days and 6,800 psi at 28 days as determined by CRD-C227. 2. No material other than water shall be added to the premixed grout at the jobsite. Follow manufacturer's instructions relative to mixing, placing, and curing. D. Nonshrink Grout Category III: 1. Nonshrink grout for use in high strength, precision support of machine bases for machinery of 30 hp or greater and soleplates where very large loads and stresses from vibration and other dynamic loads are involved and when the equipment will be subject to thermal movements. 2. The location for use, other than that specified above, shall be as shown on the Drawings and/or as specified hereinafter. 3. The grout shall be free of gas-producing or gas-releasing agents, free of oxidizing catalysts, free of inorganic accelerators, and free of chlorides. Provide performance characteristics when mixed to fluid consistency, 22 to 25 seconds (flow cone method, CRD-C 611-80) as follows: i. When mixed and maintained at 45 degrees F (7 degrees C) or higher, no visible bleeding and/or settlement up to 2 hours on ½ gallon grout poured into gallon can, covered with glass plate to prevent evaporation. ii. Grout shall be cured in accordance with grout manufacturer's instructions. iii. Provide (2" x 2" cube) strengths as specified. Prepare specimens and test in accordance with ASTM C 109-80 except as follows: Mix grout in accordance with manufacturer's instructions. Fill molds in two layers, puddling each layer gently with gloved finger five times; strike off excess grout; wipe edges of mold clean with rag and cover with steel plate clamped to mold until time to test. Seal cover 24 hours after placement. 4. The grout shall obtain a minimum compressive cube strength of 5,000 psi at 7 days and 9,000 psi at 28 days (2-inch cubes). E. Epoxy/Grout Adhesive: 1. Three Component Epoxy Resin System: i. Two liquid epoxy components. ii. One inert aggregate filtered component. iii. Each component furnished in separate package for mixing at job site. 2. Apply only to clean, dry, sound surface. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-8 3. Mix and place in accordance with manufacturer’s instructions. 4. Completely fill all cavities and spaces around dowels and anchors without voids. F. Vapor Retarder/Barrier: Provide Vapor retarder or barriers underneath concrete slabs as noted on the drawings. Vapor retarder/barrier shall be minimum 10-mil thick polyethylene sheeting conforming to ASTM E1745 Class A, B and C. 1. Overlap edges of adjacent sheets a minimum of 6-inches. 2. Seal overlaps, side and end edges with special vapor-barrier tape. 3. Do not puncture or teat vapor barrier/retarder after it has been placed. 2.11 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler Type A: ASTM D1751; Asphalt impregnated fiberboard or felt, 1/2 inch thick; tongue and groove profile. B. Joint Filler Type B: ASTM D1752; Closed cell polyvinyl chloride foam, resiliency recovery of 95 percent if not compressed more than 50 percent of original thickness. C. Construction Joint Devices: Integral extruded plastic; 3/8 inch thick, formed to tongue and groove profile, with removable top strip exposing sealant trough, knockout holes spaced at 6 inches, ribbed steel spikes with tongue to fit top screed edge. D. Contraction Joint Devices: ASTM B221 resilient elastomeric or neoprene filler strip with a Shore A hardness of 35 to permit plus or minus 25 percent joint movement with full recovery; of longest manufactured length at each location, flush mounted. E. Sealant: Elastomeric sealant conforming to ASTM C920 and Federal Specification TT-S- 00277E. In all joints for liquid-retaining structures provide sealants specially formulated to conform to Use Requirement I, for submerged conditions. 2.12 CONCRETE BONDING ADHESIVE A. Concresive liquid bonding adhesive (LPL) two-component, liquid epoxy bonding agent. B. No substitutes. PART 3 EXECUTION 3.1 CONCRETE MIXING A. The materials for concrete shall be mixed at an acceptable concrete batch plant. Meet ACI 304 current edition and other requirements as specified for mix design, testing, and quality control. B. Ready-mix concrete shall comply with the requirements of ASTM C94 and as herein specified: 1. The addition of water to the mix at project site must be approved by the Engineer and the maximum water-cement ratio shall not be exceeded. The delivery ticket Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-9 shall be noted with amount of additional water added and submitted to the Engineer. 2. Concrete shall be discharged at the job within 1-1/2 hours after water has been added to the cement and aggregates or cement batched with the aggregates, unless a longer time is specifically authorized by the Engineer. 3. During hot weather or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C94 may be required: a. When the air temperature is between 85 degrees Fahrenheit and 90 degrees Fahrenheit, the mixing and delivery time shall be reduced from a maximum of 1-1/2 hours to 75 minutes and when the air temperature is above 90 degrees Fahrenheit, the mixing and delivery time shall be reduced to no more than 60 minutes. C. Truck Mixers: 1. Equip with electrically actuated counters to readily verify the number of revolutions of the drum or blades. 2. Counter: a. Resettable, recording type, mounted in driver's cab. b. Actuated at time of starting mixers at mixing speeds. 3. Performance Requirements: a. Truck mixer operation shall provide a concrete batch as discharged within acceptable limits of uniformity with respect to consistency, mix and grading. b. If slump tests taken at approximately the 1/4 and 3/4 points of the load during discharge give slumps differing by more than 1 inch when specified slump is 3 inches or less, or differing by more than 2 inches when specified slump is more than 3 inches, discontinue use of truck mixer unless causing condition is corrected and satisfactory performance is verified by additional slump tests. c. Check mechanical details of mixer, such as water measuring, and discharge apparatus, condition of blades, speed of rotation, general mechanical condition of unit, and clearance of drum before attempting to reuse unit. 4. Do not use nonagitating or combination truck and trailer equipment for transporting ready-mixed concrete. D. Mixing Process: 1. Concrete Volume in Truck: a. Limit to 63 percent of total volume capacity per ASTM C94 when truck mixed. b. Limit to 80 percent of total volume capacity when central mixed. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-10 2. Mix each batch of concrete in truck mixer for minimum 70 revolutions of drum or blades at rate of rotation designated by equipment manufacturer as mixing speed. 3. Perform additional mixing, if required, at speed designated by equipment manufacturer as agitating speed. 4. Place materials, including mixing water, in mixer drum before actuating the revolution counter for determining the number of mixing revolutions. 3.2 EXAMINATION A. Verify site conditions under provisions of Section 01010. B. Verify formwork installation, placement of reinforcing steel, concrete cover over reinforcement, and items to be embedded or cast-in. C. Verify that sleeves, anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. Reinforcing shall not be stabbed into freshly placed concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout. C. Wood forms shall be wetted immediately before placing the concrete when form coatings are not used. Dampen subgrade before placing concrete for slabs on grade unless a vapor barrier is used. D. Prior to placement verify that mix design on delivery tickets correspond to required specification for component. 3.3 PLACING CONCRETE A. Notify Engineer minimum 24 hours prior to commencement of operations. B. Concrete shall be placed in compliance with the practices and recommendations of ACI Standards 304, 318, 350, and 614, and as herein specified: 1. Concrete shall be placed continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, the Contractor shall provide construction joints as specified in Section 03251, EXPANSION AND CONSTRUCTION JOINTS. The placement of concrete shall be done at such a rate that concrete is still workable. Concrete shall be placed as near as practicable to its final location to prevent segregation due to rehandling or flowing. Do not subject concrete to any procedure which will cause segregation. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-11 2. In no case shall concrete be allowed to freely drop more than five feet. 3. Screed concrete which is to receive other construction to the proper level to avoid excessive skimming or grouting. 4. Concrete which has become non-plastic and unworkable, or does not meet the required quality control limits, or which has been contaminated by foreign material shall not be used. Do not use retempered concrete. Remove rejected concrete from the project site and dispose of it at an approved location. C. Placing Concrete Into Forms: 1. Concrete shall be placed in forms in horizontal layers not deeper than 48 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while the preceding layer is still workable to avoid cold joints. 2. Temporary spreaders in forms shall be removed when concrete placement has reached the elevation of such spreaders. 3. Concrete placed in forms shall be consolidated by mechanical vibrating equipment supplemented by hand-spading, rodding, and tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of ACI 309, to suit the type of concrete and project conditions. Vibration of forms and reinforcing will not be permitted. 4. Vibrators shall not be used to transport concrete inside of the forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate the layer of concrete and at least 6 inches into the preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit the duration of the vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. Generally, this will be from 5 to 15 seconds in accordance with ACI 301. 5. Do not use aluminum pipe or other aluminum conveying devices. 6. Provide sufficient illumination for interior of forms so concrete at places of deposit is visible to permit confirmation of consolidation quality. D. Retempering: For concrete or mortar in which cement has partially hydrated, retempering is not permitted. E. Pumping of Concrete: 1. General: a. Pumping is the preferred method of placing concrete. b. If pumped concrete does not produce satisfactory end results, discontinue pumping operation until the problem is corrected. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-12 c. At Contractor's option, other approved methods of placement may be used. 2. Equipment: a. Provide standby pump, conveyor system, crane and concrete bucket, or other system acceptable to Engineer, on site during pumping, for adequate redundancy to assure completion of concrete placement without cold joints in case of a primary placing equipment breakdown. b. Minimum Pump Hose (Conduit) Diameter: 4 inches. c. Replace pumping equipment and hoses (conduits) that are not functioning properly. d. Do not use aluminum conduits for conveying concrete. 3. Field Control (For Pumped Concrete): Take concrete samples for slump (ASTM C143) and test cylinders (ASTM C31 and C39) and shrinkage specimens (ASTM C157) at placement (discharge) end of line. F. Removal of Water: Remove all water from space to be occupied by concrete. G. Consolidation and Visual Observation: 1. Consolidate concrete with internal vibrators with minimum frequency of 8,000 vpm and amplitude required to consolidate concrete in section being placed. 2. Provide at least one standby vibrator in operable condition at placement site prior to placing concrete. 3. Consolidation equipment and methods shall meet ACI 309. 4. Provide sufficient windows in the forms or limit form height to allow visual observation of concrete. 5. Vibrator operator shall be required to see concrete being consolidated to ensure good quality workmanship, or an individual shall actually observe the vibration of concrete at all times and advise vibrator operator of any changes needed to ensure complete consolidation. 6. Consolidation and placement locations shall be planned and accomplished so that vibrators shall be inserted in the concrete as it is placed and in locations not to exceed a distance of 5 feet from point of placement. H. Placing Concrete Slabs: 1. Prior to concrete placing, any area of subgrade on which concrete is to be placed shall be properly wetted. Concrete slabs shall be placed in a continuous operation, within the limits of construction joints, until the placement of a panel or section is completed. When in-place concrete has sufficiently set up (at least 24 hours), an alternate section may be placed. All joints between sections shall be properly keyed. The edges of all sections shall be tooled with a minimum radius or chamfer edging tool. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-13 2. Concrete shall be consolidated during placement operations using vibrating equipment, so that the concrete is thoroughly worked around reinforcement and other embedded items and into the corners. 3. Slab surfaces shall be brought up to the correct level with a straightedge and struck off. Bull floats or darbies may be used to smooth the surface, leaving it free from humps or hollows. Do not sprinkle water on the plastic surface. Do not disturb the slab surfaces prior to beginning finishing operations. 4. Control Joints for Slabs on Grade: a. Locate as shown on the Drawings. b. Construct with a manufactured, embedded control joint form or stop pour at each control joint and place concrete in checkerboard pattern with no two adjacent panels placed on the same day. Install form with no offsets and in straight lines as specified elsewhere. c. Sawn control joints will be permitted where shown. Saw joint 1½-inches deep, or 1/4 slab thickness, whichever is greater. Start sawing within 12- hours of placement but delay as necessary to prevent raveling. 5. Reinforcing steel shall be continuously maintained in the proper position during concrete placement operations. 6. All exterior concrete slabs shall be sloped in a manner to prevent the collection of water. J. Bonding: 1. Surfaces of set concrete at all joints shall be roughened, except where bonding is obtained by use of an approved concrete bonding agent, and the surfaces shall be cleaned of laitance coating, loose particles, and foreign matter. Surfaces shall be roughened in a manner to expose bonded aggregate uniformly and laitance, loose particles of aggregates, or damaged concrete at the surface shall be removed. 2. Bonding of fresh concrete to new concrete that has set, but is less than 60 days old or is not fully cured shall be done as follows: a. At joints between a footing and walls or columns, and between walls or columns and beams or slabs that they support, and elsewhere unless otherwise specified herein, dampen, but do not saturate, the roughened and cleaned surface of set concrete immediately before placing the fresh concrete. b. At vertical joints in exposed work, and at joints designed to contain liquids, dampen, but do not saturate, the roughened and cleaned surface of set concrete. c. Neat cement grout as specified hereinbefore shall be applied to a minimum thickness of 2 inches. Fresh concrete shall be placed before the cement grout has attained its initial set. Limit concrete lift placed immediately on top of grout to 12 inches. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-14 d. An approved commercial bonding agent may be used in lieu of neat cement grout for non- water stop applications. The agent shall be applied to cleaned concrete surfaces in accordance with the printed instruction of the bonding agent manufacturer. 3. Epoxy bonding adhesive shall be applied in accordance with the manufacturer's recommendations for bonding to old concrete (more than 60 days old). Coat contact surfaces with bonding agent after mechanically roughening surface to a clean, rough surface. J. Cold Weather Placing: 1. All concrete work shall be protected from physical damage or reduced strength which could be caused by freezing or low temperatures, in compliance with the requirements of ACI 306 and ACI 318 and as herein specified. 2. When the temperature of the surrounding air is expected to be below 40 degrees Fahrenheit during concrete placement or within 3 days (72 hours) thereafter, the temperature of the placed concrete shall be maintained at temperatures no lower than 60 degrees Fahrenheit for sections less than 12 inches in any dimension or 55 degrees for any other section. Heated water and/or aggregate shall be used in accordance with ACI 306. a. The placed concrete temperature shall be maintained at or above the specified temperatures for curing for at least 7 days. 3. Frozen concrete materials containing ice or snow shall not be used. Concrete shall not be placed on frozen subgrade or on subgrade containing frozen materials. The Contractor shall determine that the forms, reinforcing steel, and adjacent concrete surfaces are entirely free of frost, snow, and ice before placing any concrete. 4. The use of calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators shall not be allowed, unless authorized in writing by the Engineer. 5. Maintain temperature of concrete above 50 degrees for a minimum of 7 days. 6. Strength requirements may require additional protection and curing during cold weather due to delayed field strength gain. 7. Determine strength attainment, and the requirement for continued protection, from field test cylinders, cured along side the cast concrete structure. 8. Surface Temperature: a. The actual temperature of concrete surface determines effectiveness of protection, regardless of air temperatures or whether the objective is durability or strength. b. Provide a sufficient number of thermometers placed on concrete surfaces spaced throughout the work to allow inspection and monitoring of concrete surface temperatures representative of all the work. 9. External Heating Units: Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-15 a. Vent heating units and do not locally heat or dry concrete. b. Do not exhaust flue gases directly into an enclosed area. c. Ensure fire safety and fire prevention measures are enforced during use of heating units. 10. Maintain curing conditions which will foster normal strength development without excessive heat, and without critical saturation of concrete at the close of the protection period. 11. Limit rapid temperature changes, particularly before strength has developed sufficiently to withstand temperature stresses. 12. At end of the required period, discontinue protection in such a manner that the drop in temperature of any portion of concrete will be gradual and will not exceed, in 24 hours, 50 degrees F. K. Hot Weather Placing: 1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. 2. The ingredients shall be cooled before mixing to maintain the concrete temperatures at the time of placement below 80 degrees Fahrenheit. Mixing water may be chilled or chopped ice may be used. 3. Reinforcing steel may be covered with watersoaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. 4. The use of retarding admixtures will not be allowed, unless otherwise accepted in mix designs by the Engineer. 5. The forms shall be thoroughly wetted before placement of concrete. Make provisions for windbreaks, shading, fog sprays, sprinkling, or wet cover, when necessary. 6. Reflective Cracking: a. Prevent reflective cracking due to differential temperatures between concrete and reinforcing steel. b. If reinforcement is in direct sunlight or is more than 20 degrees F higher in temperature than concrete temperature before placement, wet reinforcement to cool it with water fog spray 10 minutes before placing concrete. c. Verify temperature of reinforcing is not more than 20 degrees F higher than fresh concrete. L. Ensure reinforcement, inserts, embedded parts, waterstops, formed expansion and contraction joints, and are not disturbed during concrete placement. M. Maintain records of concrete placement. Record date, location, quantity, air temperature, Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-16 and test samples taken. N. Place concrete continuously between predetermined control and construction joints. O. Do not interrupt successive placement; do not permit cold joints to occur. P. Typical Joints: 1. Install joint fillers, primers and sealant in accordance with the manufacturer's instructions. 2. Separate slabs on grade from vertical surfaces with 1/2 inch thick joint filler. 3. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface. 4. Install joint devices in accordance with manufacturer's instructions. 5. Install joint device anchors. Maintain correct position to allow joint cover to be flush with floor and wall finish. 6. Install joint covers in one piece, longest practical length, when adjacent construction activity is complete. 7. Apply sealants in joint devices in accordance with manufacturer's recommendations. Q. Construction Joints: 1. Construction joints shall be located and installed as shown on the Drawings in a manner that will not impair the strength and appearance of the structure. Construction joints, if not shown, shall be located only with approval of the Engineer and as follows: i. The Contractor shall provide key-ways at least 1-1/2 inch deep in all construction joints in walls, slabs, and between walls and footings where water stop is not called out in the plans. ii. Construction joints shall be placed perpendicular to the main reinforcement and all reinforcement shall continue across construction joints. iii. Construction joints shall be prepared as specified in ACI Standard 318/350. R. Expansion joints shall be located as shown on the Drawings. Expansion joints shall be held down to receive the joint sealant. S. For bonding to new concrete horizontal construction joints, roughen the surface of the hardened concrete. Thoroughly clean and saturate with water, cover the horizontal surfaces only with at least two to three inches of grout, as hereinbefore specified, and immediately place concrete. New concrete is defined as less than 60 days old. Limit the concrete lift placed immediately on top of the grout to 12-inches thick and thoroughly vibrate to mix and consolidate the grout and concrete together. Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-17 3.4 CONCRETE FINISHING A. Provide formed and un-formed concrete surfaces with finishes as Scheduled on the project drawings in the General Structural Notes and Specifications sections. B. Finish concrete slab surfaces in accordance with ACI 302, the General Structural Notes and Specifications sections on the project drawings and Section 03346 – Concrete Floor Finishing. C. In areas required to drain pitch surface uniformly to drain as indicated on drawings. 3.5 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for the period necessary for hydration of cement and hardening of concrete. Unless otherwise approved, concrete shall be maintained above 50° F and in a moist condition for a minimum of 7 days after placement. C. Cure concrete surfaces in accordance with ACI 308 and Section 03390 – Concrete Curing. 3.6 FIELD QUALITY CONTROL A. Field review and testing will be performed in accordance with ACI 301 and under provisions of Section 01400. B. Provide free access to Work and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to Engineer and testing firm for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. 3.7 STRENGTH TEST OF CYLINDERS DURING WORK A. Provide for test purposes, sets of four cylinders each, taken for each 40 cubic yards or portions placed each day with a minimum of 2 tests per pour. Test one cylinder per set at 7 days, two at 28 days, and retain one for backup. B. Evaluation will be in accordance with ACI Standard Building Code Requirements for Reinforced Concrete (ACI 318/350), Section 4.7, "Evaluation and Acceptance of Concrete", and these Specifications. Where the term "building official" is used in Section 4.7 of ACI 318/350, term shall be redefined to "the Owner's representative". C. Specimens will be made, cured, and tested by the Contractor's independent testing firm in accordance with ASTM C31 and ASTM C39. D. Frequency of testing may be increased at discretion of Engineer. E. Cold Weather Placement Tests: Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-18 1. During cold weather concreting, Contractor's independent testing firm will cast cylinders for field curing as follows. Use method which will produce greater number of specimens: a. Six extra test cylinders from the last 100 cubic yards of concrete. b. Minimum three specimens for each 2 hours of placing time or for each 100 yards. 2. These specimens shall be in addition to those cast by Contractor for lab testing. 3. Keep field test cylinders in same protective environment as the parts of the structure they represent, to determine if specified strength has been obtained and no further protection is needed. Do not place in insulated device that provides additional protection to the cylinder. 4. Test cylinders in accordance with applicable sections of ASTM C31 and C39. 5. Evaluation and Acceptance: As specified herein. 3.8 SLUMP TESTS A. Take slump tests with each strength test and from each truck after pumping and as directed in accordance with ASTM C143. 3.9 AIR CONTENT A. ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; take air tests with each strength test and each truck and as directed. 3.10 CONCRETE TEMPERATURE A. ASTM C1064; one test hourly when air temperature is 40 degrees F and below and when 80 degrees F and above, and one test for each set of compressive strength specimens. 3.11 TEST OF HARDENED CONCRETE A. Acceptance shall be based on concrete cylinder tests in accordance with Paragraph 3.11. Contractor may provide additional test by coring per ASTM C42 or load tests for that portion of job where questionable concrete has been placed. Such additional testing will be accepted in lieu of cylinder tests. Results of rebound hammer tests will not be accepted except in defining problem areas. 3.12 COST OF TESTING A. The Contractor shall bear all costs of testing required by this section including tests of hardened concrete where cylinder strengths indicate high or low strength concrete. 3.13 TEST RESULTS A. Submit two (2) copies of all tests to Engineer within 24 hours of testing. 3.14 CURE BOX Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-19 A. Provide a cure box at the project site for initial cure of test cylinders. Construct and equip box to provide initial cure in accordance with ASTM C31. Do not place cold weather cylinders in the curebox after protection of concrete is in place. 3.15 PATCHING A. Allow Engineer to review concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. C. Patch imperfections as directed by the Engineer and in accordance with ACI 301. D. Patch cone holes at form ties to match adjacent concrete. END OF SECTION Section 03300 – Cast-in-Place Concrete 30-20-059 City of Pasco Grimmway Wastewater Connection 03300-20 THIS PAGE IS INTENTIONALLY LEFT BLANK Section 11210 – Packaged Metering Manholes 30-20-059 City of Pasco Grimmway Wastewater Connection 11210-1 SECTION 11210 PACKAGED METERING MANHOLES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Packaged Metering Manholes 1.2 RELATED SECTIONS A. Section 01300 - Submittals 1.3 REFERENCES A. ASTM C 581 – Practice for Determining Chemical Resistance of Chemical Thermosetting Resins Used in Glass-Fiber Reinforced Structures Intended for Liquid Service. B. ASTM D 638 – Standard Test Method for Tensile Properties of Plastics. C. ASTM D 695 – Standard Test Methods for Compressive Properties of Rigid Plastics. D. ASTM D 790 – Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. E. ASTM D 2583 – Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor. F. ASTM D 2584 – Standard Test Method for Ignition Loss of Cured Reinforced Resins. G. ASTM D 3753 – Standard Specification for Glass-Fiber Reinforced Polyester Manholes. H. AASHTO H-20 – Axial Loading. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Test results of representative fiberglass reinforced plastic laminate. C. Shop Drawings: Show critical dimensions, jointing and connections, top of existing pipe elevation, existing ground elevation, fasteners and anchors. D. Materials of construction. E. Sizes, spacing, and location of structural members, connections, attachments, openings, and fasteners. F. Colors. G. Samples: 8-inch square sample of representative fiberglass reinforced plastic laminate, upon request. H. Manufacturer’s installation instructions. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store products indoors or in weather protected area until installation. Protect from construction traffic and damage. B. During the loading, unloading, and storage, care shall be taken to ensure that the manhole is not dropped or otherwise damaged. C. The manhole shall be stored on a smooth surface free of sharp objects. D. Nylon or fabric slings shall be used in conjunction with a spreader bar to lift or move the manhole. E. USE OF CABLES OR CHAINS PROHIBITED. NO EXCEPTIONS. F. If the manhole is stored horizontally, the manhole shall be placed in such a Section 11210 – Packaged Metering Manholes 30-20-059 City of Pasco Grimmway Wastewater Connection 11210-2 way as to avoid damage to the flume, cover, and end adapters. 2.1 MANUFACTURER A. For design purposes, the design drawings are based on products manufactured by Plasti-Fab, Inc.; 5985 South 6th Way, Ridgefield, Washington 98642; Phone: (360) 886-3580, www.Plasti-Fab.com. B. Fiberglass tanks modified for flume installation shall not be allowed. C. Warranty: Manholes shall be warranted to be free of defects in workmanship and materials for a period of (2) two years from installation. 2.2 METERING MANHOLES A. Configuration: 1. Size: 48 inch diam. and ±8.8 feet high. See Design Drawings. 2. 6-inch parshall flume. B. Construction: 1. One-piece construction. C. Materials: 1. Fiberglass reinforced plastic, complying with ASTM D 3753, latest edition. 2. Factory-assembled, ready for installation except for field-installed equipment. 3. The exterior surface shall be relatively smooth with no sharp projections. The surface shall be free of blisters larger than 1/2 inch in diameter, delamination and fiber show. 4. The interior surfaces shall be resin rich and unpigmented to allow for visual inspection of the manhole laminate. There shall be no exposed fibers. Additionally the interior surface shall be smooth for improved corrosion resistance and reduced sludge build-up. The surface shall be free of crazing, delamination, blisters larger than 1/2 inch in diameter, and wrinkles of 1/8 inch or greater in depth. 5. Minimum 1/2 inch wall thickness. 6. Integral fiberglass ladder bolted and glassed to the manhole wall with 1-1/2 inch diameter pultruded fiberglass rungs with a photoluminescent high visibility non-slip top surface and reinforced with threaded T-304 stainless steel rods and solid pultruded fiberglass spacers. 7. Inlet and outlet end connections molded to the flume and laminated to the manhole barrel. The end connections shall be provided with: i. 18 inch inside diameter PVC or fiberglass pipe stubs with flexible PVC boots and stainless steel bands to connect to 18 inch nominal diameter PVC pipe. 8. An expanded polystyrene bead board or foam mat shall be supplied to place under the manhole on the concrete slab. 9. An FRP integral mounting flange shall be molded to the base of the manhole barrel for anchoring the manhole to the concrete slab. 10. Two (2) 2-inch NPT coupling to facilitate the installation of electrical power, into the manhole. Run sample lines and electrical lines in separate conduits or cross-talk may occur across unshielded electrical lines. D. Resin Materials: 1. The resins used shall be unsaturated, supplier certified, isophthalic polyester resins. Mixing lots of resin from different manufacturers or “odd-lotting” of resins shall not be permitted. Quality assurance records on the resin shall be maintained. 2. The manhole interior shall be provided with a resin rich, corrosion resistant Section 11210 – Packaged Metering Manholes 30-20-059 City of Pasco Grimmway Wastewater Connection 11210-3 interior surface. The interior surface shall be unpigmented to allow for visual inspection for voids, inclusions, and defects as well as for verification that “odd-lotting” has not occurred. 3. 15 mil isophatlic U.V. resistant gel coat on all exterior surfaces 4. Reinforcing materials shall be high performance commercial grade with a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. 5. The manhole laminate shall consist of multiple layers of glass matting and resin. The surface exposed to the sewer / chemical environment shall be resin rich and shall have no exposed fibers. 6. The flume laminate shall be a minimum of 3/16 thick with a 15 mil isophthalic U.V. resistant gel coat, with those portions of the flume extending outside the manhole sufficiently thickened and reinforced as necessary to withstand the forces of the intended application. E. Material Properties: 1. Manhole Barrel and Reducer: i. Flexural strength (ASTM D 790): 15,400 PSI (reducer - hoop). 17,200 PSI (reducer - axial). 22,500 PSI (reducer - hoop). 14,300 PSI (reducer - axial). ii. Compressive Strength (ASTM D 695): 18,900 PSI (barrel) iii. Barrel Stiffness (ASTM D2412): Manhole Length (ft.) PSI 3-6 0.72 7-12 1.26 13-20 2.01 21-25 3.02 26-35 5.24 2. Flume: i. Tensile strength (ASTM D 638): 14,000 PSI. ii. Flexural strength (ASTM D 790): 27,000 PSI. iii. Flexural modulus (ASTM D 790): 1,000,000 PSI. iv. Barcol hardness (ASTM D 2583): 50. F. Top Style: 1. Dome Top: 48 inch diameter manholes i. A fully opening cast iron frame and cover (by Installation Contractor). G. Flume Type and Size: 1. 6-inch Parshall flume with integral inlet and outlet end connections. H. Ultrasonic Flow Meter: Mounting of contractor-supplied ultrasonic flow meter. See electrical specifications on sheet E-101 of the plans. 2.3 MANHOLE OPTIONS A. Coupling: additional 1-inch and 2-inch NPT coupling for the installation of sample tubing into the manhole. Run sample lines and electrical lines in separate conduits or Section 11210 – Packaged Metering Manholes 30-20-059 City of Pasco Grimmway Wastewater Connection 11210-4 cross-talk may occur across unshielded electrical lines. B. Anchor Bolts: T-304 stainless steel anchor bolts provided by manufacturer. 2.4 FLUME AND MEASUREMENT OPTIONS A. Ultrasonic mounting bracket: 1. Horizontally and vertically adjustable stainless steel. B. Removable T-316 stainless steel sample tube, for 3/8 inch O.D. sample line. C. Removable open cell FRP grating over the flume. 3.1 EXAMINATION A. Verify that the flume dimensions are correct and project conditions are suitable for installation. Do not proceed with installation until condition deficiencies have been corrected. 3.2 INSTALLATION A. Install products in accordance with engineer’s instructions, plans, contract documents, specifications, local codes, and in a manner consistent with the installation instruction and recommendation of the manufacturer. B. Ensure that the product is installed plumb and true, free of twist or warp, within the tolerances specified by the manufacturer and as indicated in the contract documents. C. Nylon or fabric slings shall be used in conjunction with a spreader bar to lift or move the manhole. D. USE OF CABLES OR CHAINS IS PROHIBITED, NO EXCEPTIONS. Excavate an area large enough to contain the manhole and the concrete pad while allowing for sufficient space to allow for a safe work environment. E. Follow all governing agencies requirements for open trench construction. F. Pour a concrete pad of sufficient width and length to support all of the manhole, the flume, and the connecting piping with a minimum of 1 ft around the exterior dimensions. Contractor may pour the concrete pad above grade and lower into place after the concrete has cured for a minimum of 7 days. The surface of the installed pad in place shall be level to within 1/8 inch, regardless of the means of construction. G. Clean the concrete slab of all sharp objects and debris before laying the foam pad provided with the manhole. H. If PVC boots are provided, install them on the manhole pipe stubs before lowering the manhole into the opening. I. Lower the manhole onto the pad. J. Drill holes in the base mounting flange, foam, and concrete pad to accept the stainless steel anchor bolts. K. Check to ensure that the flume is level from side to side and from front to back, adjust the pad and anchor bolts, shimming if necessary. L. Connect and secure piping. M. LUBRICATION OF PVC BOOT PROHIBITED, NO EXCEPTIONS N. Grout the areas between the flume and the concrete pad outside of the manhole. O. Backfill with pea gravel, 1/4 to 3/4 inch in diameter, using uniform lifts of no more than 12 inches. WARNING: METERING MANHOLES MAY BE CLASSIFIED AS CONFINED SPACE ENTRY LOCATIONS. COMPLY WITHALL APPROPRIATE LOCAL, STATE, AND FEDERAL REGULATIONS BEFORE ENTERING. Section 11210 – Packaged Metering Manholes 30-20-059 City of Pasco Grimmway Wastewater Connection 11210-5 P. For additional installation instructions refer to manufacturer’s recommendations. 3.3 ADJUST AND CLEAN A. Clean surfaces in accordance with the manufacturer’s instructions. B. Remove trash and debris, and leave the site in a clean condition. END OF SECTION Section 11210 – Packaged Metering Manholes 30-20-059 City of Pasco Grimmway Wastewater Connection 11210-6 THIS PAGE LEFT BLANK INTENTIONALLY Section 15111 – Slide Gates 30-20-059 City of Pasco Grimmway Wastewater Connection 15111 - 1 SECTION 15111 SLIDE GATES PART 1 - GENERAL 1.1 SECTION INCLUDES A. This section covers slide gates for the Diversion Manhole. The equipment provided under this section shall be fabricated, assembled, erected, and placed in proper operating condition in full conformity with the drawings, specifications, engineering data, instructions and recommendations of the equipment manufacturer. B. Gates and operators shall be supplied with all the necessary parts and accessories indicated on the drawings, specified, or otherwise required for a complete, properly operating installation, and shall be the latest standard product of a manufacturer regularly engaged in the production of fabricated gates. 1.2 DESIGN REQUIREMENTS A. Gate configuration, components and accessories shall be of the size and type shown on the drawings and gate schedule and specified herein. B. Gate, frame, and yoke design shall be such that the flexural stress does not exceed 7,600 psi or that the minimum safety factor is 5-to-1 based on the ultimate strength of the material used. C. Gates shall be designed for continuous immersion in raw wastewater. D. Except as modified or supplemented herein, all gates and operators shall conform to the applicable requirements of AWWA-C562 standards. E. Leakage: Gates shall be substantially watertight under the design head conditions. Under the design seating head, the leakage shall not exceed 0.10 US gallons per minute per foot of seating perimeter. Under the design unseating head, leakage shall not exceed 0.10 US gallons per minute per foot of perimeter. 1.3 RELATED SECTIONS A. Section 03300 - Cast-In-Place Concrete 1.4 REFERENCES A. ASTM A-276 - Stainless steel bars and shapes B. ASTM B-209 – Aluminum and aluminum-alloy sheet and plate C. ASTM B-221 – Aluminum and aluminum-alloy bars, rods, wire, profiles, and tubes D. ASTM B-308 – Standard specification for Aluminum Alloy, 6061-T6 Standard Structural Profiles E. ASTM D-2000 – Rubber products in automotive applications F. AWWA C562 – Fabricated Aluminum Slide Gates 1.5 SUBMITTALS Section 15111 – Slide Gates 30-20-059 City of Pasco Grimmway Wastewater Connection 15111 - 2 A. Submit in accordance with Section 01300 with the following additional information: 1. Fabrication drawings with full dimensions, construction and installation details, and materials used on all parts of the gate, operator, lift, and appurtenances. 2. Plan, cross section, and details showing proposed mounting for each size and typical application of gate. 3. Applicable operation and maintenance information as specified in Section 01730. 4. Complete engineering design calculations in compliance with AWWA standards C561 for all parts of the frame, anchorage and slide including the portion of the slide that engage the frame, latest edition. 1.6 WARRANTY A. Equipment supplied under this section shall be warranted to be free from defects in workmanship, design and materials for a period of one (1) year from the date of Substantial Completion. If any part of the equipment should prove to be defective during the warranty period, the Manufacturer shall replace the part at no expense to the Owner. 1.7 QUALITY ASSURANCE A. The gate manufacturer shall have 5 years of experience in the production of substantially similar equipment and shall show evidence of satisfactory operation in at least 10 installations. The manufacturer’s shop welds, welding procedures, and welders shall be qualified and certified in accordance with the requirement of the latest edition of AWS Sections D1.1, 1.2, and 1.6. B. The Contractor or Subcontractor responsible for the installation of the gates shall have five or more years of experience in the installation of similar type gates. C. All fully assembled gates shall be shop inspected, tested for operation and leakage, and adjusted before shipping. There shall be no assembling or adjusting on the job sites other than for the lifting mechanism. D. The contract documents represent the minimum acceptable standards for the equipment. All equipment shall conform fully in every respect to the requirements of the respective parts and sections of the drawings and specifications. The entire unit shall be Manufacturer’s standard product, but shall be modified, redesigned, furnished with special features or accessories, made of materials or provided with finishes as may be necessary to conform to the quality mandated by the technical and performance requirements of the specification. PART 2 - PRODUCTS 2.1 MANUFACTURER A. In order to ensure uniform quality, ease of maintenance and minimal parts storage, all gates shall be supplied by a single manufacturer unless noted otherwise. B. Approved Manufacturers: 1. RW Gate Company 2. Whipps, Inc. 3. Approved equivalent Section 15111 – Slide Gates 30-20-059 City of Pasco Grimmway Wastewater Connection 15111 - 3 2.2 MATERIALS OF CONSTRUCTION: 2.3 FRAME: A. Design: Gate frame shall conform to the safety factors specified in AWWA C562. B. The frame shall be constructed of stainless steel plate, with the guide section formed into “C” shaped channel to house the seal, and shall be reinforced to withstand the specified operating conditions. 1. The frame shall be a rigid, one-piece assembly with a flanged frame arrangement incorporating a tubular cross section along the guides for additional rigidity. 2. The configuration of the frame shall be as shown on the Contract Drawings. Round back frames shall be provided when the gate assembly is to mount inside a circular structure. 3. Flat frames shall only be provided on gates with frames that will be embedded in the concrete wall or mounted inside existing channels. 4. Flanged frame sections shall extend the length of the frame. The use of angles as extensions from the guides to the yoke is not acceptable. 5. The guide portion of flanged frame gates shall have a minimum weight of 13 lbs/ft. 6. The guide extension portion of the frame shall have a minimum weight of 6 lbs/ft. 7. Lifting lugs shall be provided on all frame styles. 8. The frame shall be of the configuration as shown in the Contract Drawings. 9. On self-contained gates, the side frame shall extend above the operating floor and the operating mechanism shall be mounted to the yoke. When shown, the frame may extend to or below the operating floor and a floorstand may be mounted on the yoke. 2.4 SLIDE A. The slide shall consist of a stainless steel plate that is reinforced with stiffeners to withstand the specified head conditions. The slide shall engage the frame a minimum of 1-inch on each side. 1. The slide shall be reinforced with plates or channel shaped members to restrict deflection to 1/16-inch or less at the design head. 2. The stiffeners shall be welded to the slide plate in the horizontal and vertical positions. Part Material Frame, slide and reinforcing Stainless Steel, Type 304L, ASTM A240 Slide and Stiffeners Stainless Steel, Type 304L, ASTM A240 Seat/Seals and Facing Ultra High Molecular Weight (UHMW) Polymer, ASTM D4040 Bottom Seal Neoprene ASTM D-2000 or EPDM Stems and Stem Guides Stainless steel, ASTM A276, Type 304 Fasteners, Nuts, Bolts Stainless steel, ASTM A276, Type 304 Pedestal/Wall bracket Stainless Steel, Type 304L, ASTM A276 Stem Stainless Steel, Type 304, ASTM A276 Section 15111 – Slide Gates 30-20-059 City of Pasco Grimmway Wastewater Connection 15111 - 4 3. The portion of the slide that engages the frame shall have a minimum thickness of 1/2-inch. 4. On rising stem gates, a stem connector shall be welded to the slide as a means of connecting the operating stem. The bottom portion of the stem shall be affixed to the stem connector with a minimum of two bolts. 5. On non-rising stem gates, the slide shall be arranged to allow travel of the stem along the length of the slide. 2.5 FLUSH BOTTOM SEAL A. Slide gates shall incorporate a flush-bottom seal that is attached to the bottom frame invert member. The seal shall be of the materials listed in “Materials of Construction” and shall meet the material test requirements specified in AWWA C562. B. The design of the seal shall be such as to provide resistance against leakage, as specified in AWWA C562. 2.6 SEALS A. Seals shall be securely fastened to the frame with formed stainless-steel retainers and shall be replaceable and adjustable without removing the gate from the installed position. The corners of the seals shall be vulcanized. B. When required for shutoff purposes, a neoprene top seal shall be mounted to the top member. 2.7 STEMS AND GUIDES A. Design: The operating stem shall be rising or non-rising, as specified in the gate schedule, and shall be designed to withstand both tension and compression loads. For manual actuators (or electric motor actuators in manual mode) the tension and compression design loads shall be those caused by the application of an 80-lb effort on the crank or handwheel or a 100-ft-lb torque on a wrench nut. Where electric motor actuators are used, the tension and compression design loads shall be those caused by 1.5 times the output thrust of the unit in the stalled motor condition. The tension design load shall not exceed one-fifth of the ultimate tensile strength of the stem material. The compression design load shall be less than the critical buckling load as determined by AWWA C562. Stems shall have a minimum 1 ½” diameter. B. Rising-stem gates with manual actuators shall be provided with a stop collar to be field adjusted according to the manufacturer’s instructions at the time of gate installation to prevent over-closing the gate. Downward opening gates shall have a stop collar or other positive means to prevent the loss of the slide from the guides. C. Threads: Stems shall have rolled or machine cut American Standard full depth Acme threads with a maximum roughness of 16 micro-inches. The stem shall be supported by angle guides or cast-iron stem guides with a 2-piece cast bronze guide collar, spaced to provide an L/R ratio of 200 or less. D. Coupling: Stem lengths requiring more than one piece shall be joined together by solid couplings. The couplings shall be threaded and keyed, threaded and bolted, or bolted only when one of the pieces is made of tubing and shall be of greater strength than the stem. E. Guides: Stem guide brackets shall be provided as required to meet the stem design requirements specified in this section and may be mounted on the gate guides or yoke or Section 15111 – Slide Gates 30-20-059 City of Pasco Grimmway Wastewater Connection 15111 - 5 may be wall-mounted. Wall-mounted guides shall provide lateral adjustment between the wall and the guide bracket and between the guide bracket and the guide for field alignment. Guides which are mounted on the gate assembly shall be designed and fabricated to ensure proper alignment. Stem guide assemblies and their anchor bolts shall be designed to maintain the alignment under operating loads. Stem guides shall be equipped with a UHMWPE bushing with maximum diametral clearance of 1/8 in. F. Stem Cover: Rising stem gates shall be provided with a clear plastic pipe stem cover that will not discolor, crack, or become opaque for at least five years after installation. The stem cover shall have a cap, be vented, drained and mounted in a housing or adaptor plate for easy field installation and shall have a clear Mylar position indicating tape. The tape shall be field applied to the stem cover after the gate has been installed and positioned. G. Position Indicator Dial: When indicated on the gate schedule, provide a dial or counter- type position indicator to show the position of the gate at all times. The indicator shall be geared to the actuator. 2.8 LIFTING ASSEMBLIES A. Lifting Mechanism: 1. Operators of the types listed in the plans shall be provided by the gate manufacturer. Each manual operator shall be designed to operate the gate under the maximum specified seating and unseating heads by using a maximum effort of 40 pounds on the crank or handwheel, and shall be able to withstand, without damage, an effort of 80 pounds. Handwheel or crank actuators shall be located approximately 36 inches above grating or walkway unless otherwise noted. 2. Actuators shall be provided with single- or double-reduction gearing as necessary to meet the lifting capacity required and to permit slide operation with an effort of not more than 40-lb pull on the handwheel/ handcrank or a 50-ft-lb torque on the lift nut or input shaft, depending on the lift type. Maximum pull or torque to start the slide in motion must not exceed 1.5 times this amount. Components of the actuator shall be designed to withstand these input efforts or torques with a minimum safety factor of 5 with regard to ultimate tensile, compressive, and shear strength. 3. All bearings and gears shall be totally enclosed in a weather tight housing. Geared operators shall be furnished with a threaded bronze lift nut to engage the threaded portion of the stem and shall be designed to meet the requirements in AWWA C562. Operator housing shall be cast iron, ductile iron, or cast-aluminum with oil seals, O-rings, or mechanical seals used to seal the unit. Fittings shall be provided so that bearings (and gears) can be periodically lubricated, unless permanently lubricated. The pinion shaft of crank-operated mechanisms shall be supported by roller bearings. The operating shaft shall be fitted with a 2-inch- square operating nut and removable crank. 4. Crank/handwheel: The crank shall be removable and fitted with a corrosion- resistant rotating handle. The maximum crank radius shall be 15 inches and the maximum handwheel diameter shall be 24 inches. The direction of wheel or crank rotation to open the gate shall be indicated on the actuator. Single speed actuators shall open counterclockwise. Two-speed actuators shall open counterclockwise for the low-mechanical-advantage gear ratio (high-speed pinion shaft). B. Gates 48 inches and wider and having widths equal to or greater than two times their height shall be provided with dual stems and with two geared lifting mechanisms Section 15111 – Slide Gates 30-20-059 City of Pasco Grimmway Wastewater Connection 15111 - 6 interconnected by a tandem shaft. Cross shafting shall be stainless steel or aluminum. Flexible couplings shall be provided at each end of the cross shafting. C. Yoke and Pedestal: 1. Self-contained gates shall be provided with a yoke made of structural members. The maximum deflection of the yoke shall be 1/360 of the gate's span. 2. Non-self-contained gates shall be provided with pedestal mounted lifts. Pedestal shall be cast iron or mild steel and provided with shop coating. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify the gates and all appurtenances meet the requirements of these Specifications. 3.2 INSTALLATION A. Unless otherwise specified, gates shall be installed in accordance with manufacturer's instructions and AWWA C562. B. Coat aluminum in contact with concrete per Section 09900 with bitsumastic at the factory. C. Place concrete so that no voids occur around the frames or thimble, if present. D. Securely anchor all materials embedded in concrete in accordance with Section 03300 of these Specifications. Anchor bolts shall be carefully placed in templates for proper gate alignment. E. Verify that each guide is securely installed and the gate operates smoothly. After gates have been properly installed, adjusted, and properly lubricated, each slide shall be operated for one complete cycle, open-close-open or close-open-close. Check for proper alignment and for indications of binding throughout a complete cycle. Gates showing excessive leakage shall be removed, remedied, and reinstalled until the excess leakage is no longer present. F. Adjust and lubricate gate after installation. G. After installation, perform a field leakage test to verify that the gate performs within the allowable leakage requirements of these Specifications. 3.3 PAINTING A. Touch-up factory coatings damaged during shipping and construction. B. A finish coat of Tnemec Series 73 Endura-Shield, Semi-gloss, 3.0 to 5.0 MDFT shall be applied on all mild steel and cast iron parts (not bearing or sliding contact) and stem guides. END OF SECTION Construction Drawings Cover Sheet ............................................................................................................ G-001 Legend, Linetypes and Abbreviations ..................................................................... G-002 Geometric Control ................................................................................................... V-101 Overall Site Plan and Bypass Pumping Notes ........................................................... C-101 Kahlotus Pump Station Connection ......................................................................... C-201 Columbia East Pump Station Connection ................................................................ C-202 Temporary Pipe Section ........................................................................................... C-301 Packaged Metering Manhole Detail ........................................................................ C-501 Diversion Manhole Detail ........................................................................................ C-502 Details ..................................................................................................................... C-503 Details ..................................................................................................................... C-504 Slide Gate Schedule and Details .............................................................................. C-601 Site Plan and Packaged Metering Manhole Detail ................................................... C-601 CITY OF PASCO This Page Is Intentionally Left Blank CO M M E R C I A L A V E DIETRICH RDPASCO K A H L O T U S R DMADRONA AVECEDAR AVEADELIA STELM AVEPARKVIEW BLVD GEORGE ST SALT L A K E S T 397 12 395 12 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Call before you dig. Know what's below . R GRIMMWAY WASTEWATER CONNECTION PASCO, WASHINGTON SHEET NUMBER: LAST UPDATED: 3/15/2021 INDEX OF SHEETS GENERAL SURVEY CIVIL ELECTRICAL REUSE OF DOCUMENTS J-U-B grants to CLIENT a nonexclusive, non-transferable license to use the Drawings, Specifications and/or Contract Documents (Documents) as follows: CLIENT may make and retain copies of the Documents for reference, but J-U-B shall retain all common law, statutory and other reserved rights, including the copyright thereto, and the same shall not be reused on this Project or any other Project without J-U-B's prior written consent. Distribution of Documents to meet regulatory or permitting requirements, or for similar purposes, in connection with the Project, including but not limited to distribution to contractors or subcontractors for the performance of their work, is not to be construed as publication adversely affecting the reserved rights of J-U-B. The Documents are not intended for use in creating dtm for grading or earthwork, survey staking layout (unless specifically identified as such in the documents), or property boundary layouts. Any reuse without written consent by J-U-B, or without verification or adoption by J-U-B for the specific purpose intended by the reuse, will be at CLIENT's sole risk and without liability or legal exposure to J-U-B. The CLIENT shall release, defend, indemnify, and hold J-U-B harmless from any claims, damages, actions or causes of action, losses, and expenses, including reasonable attorneys' and expert fees, arising out of or resulting from such reuse. If the Documents are provided in electronic format, the electronic documents are subject to the provisions of J-U-B's “electronic document/data limited license” found at edocs.jub.com. G-001PROJECT NO. 30-20-059 J-U-B ENGINEERS, INC. 2810 West Clearwater Avenue, Suite 201, Kennewick, WA 99336 p 509 783 2144 w www.jub.com TELEPHONE GASPOWER WATER/SEWER/STORM/IRRIGATION UTILITY CONTACTS CABLE TV FIBER BROADBAND STATE LOCATION MAP PROJECT LOCATION VICINITY MAP PROJECT LOCATION 0 SCALE IN FEET 2 406001,200 SCALE IN FEET N CONLEY ENGINEERING, INC. MARCH 2021 CITY PROJECT NO. 20103 3/16/2021 DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/12/2021 30-20-059_G-002 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_G-002.DWGPlot Date:3/16/2021 1:33 PM Plotted By: Gerardo RicoDate Created:3/12/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONLEGEND, LINETYPES AND ABBREVIATIONS30-20-059 GER GER BBH G-002 SECTION IDENTIFICATION DETAIL IDENTIFICATION SCALE:A SECTION SCALE:1 DETAILCALLOUT LABELC-501 A C-501 1 SECTION AND DETAIL IDENTIFIERS LINE LEGEND STORM DRAIN SANITARY SEWER WATER GAS BOUNDARY SITE ROADWAY POWER / COMMUNICATIONS EXISTING LINE LINE DESCRIPTION PROPOSED LINE ABBREVIATIONS SHEET NUMBERING C-101 DISCIPLINE DESIGNATORS DISCIPLINE DESIGNATOR DESCRIPTION SHEET TYPE DESIGNATORS DESIGNATOR SHEET TYPE C -1 01 3/16/2021 C O M M E R C I A L A V E PASCO-KA H L O T U S R DDIETRICH ROADWASHOUT BLDG KAHLOTUS PUMP STATION COLUMBIA EAST PUMP STATION DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/9/2021 30-20-059_V-101 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_V-101.DWGPlot Date:3/16/2021 1:33 PM Plotted By: Gerardo RicoDate Created:3/9/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONGEOMETRIC CONTROL30-20-059 GER GER BBH V-101 SURVEY CONTROL NUMBER NORTHING EASTING ELEVATION DESCRIPTION 0 SCALE IN FEET 2 4050100 SCALE IN FEET N BASIS OF BEARINGS VERTICAL DATUM ” UTILITY LOCATES 3/16/2021 KAHLOTUS PUMP STATION COLUMBIA EAST PUMP STATION C O M M E R C I A L A V E EXIST EQUALIZATION POND DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/15/2021 30-20-059_C-101 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-101.DWGPlot Date:3/16/2021 1:33 PM Plotted By: Gerardo RicoDate Created:3/15/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONOVERALL SITE PLAN AND BYPASS PUMPING NOTES30-20-059 GER GER BBH C-101 0 SCALE IN FEET 2 404080 SCALE IN FEET N KEYED NOTES CONSTRUCTION NOTES FLOW LOCATION EXIST FLOW (MGD) EXIST FLOW (gpm) 120% EXIST (MGD) 120% EXIST (gpm) 3/16/2021 KAHLOTUS PUMP STATION DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/16/2021 30-20-059_C-201 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-201.DWGPlot Date:3/16/2021 1:34 PM Plotted By: Gerardo RicoDate Created:3/16/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONKAHLOTUS PUMP STATION CONNECTIONPLAN AND PROFILESTA. 10+00 TO STA. 15+64.4930-20-059 GER GER BBH C-201 0 SCALE IN FEET 2 40 0 SCALE IN FEET VERT HORZ 30 60 5 10N PLAN PROFILE KEYED NOTES CONSTRUCTION NOTES 3/16/2021 COLUMBIA EAST PUMP STATION KAHLOTUS PUMP STATION C-501 A DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/16/2021 30-20-059_C-202 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-202.DWGPlot Date:3/16/2021 1:35 PM Plotted By: Gerardo RicoDate Created:3/15/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONCOLUMBIA EAST PUMP STATION CONNECTIONPLAN AND PROFILESTA. 10+00 TO STA. 11+59.1030-20-059 GER GER BBH C-202 0 SCALE IN FEET 2 40 0 SCALE IN FEET VERT HORZ 20 40 5 10 N PLAN PROFILE KEYED NOTES CONSTRUCTION NOTES 3/16/2021 DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/15/2021 30-20-059_C-301 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-301.DWGPlot Date:3/16/2021 1:35 PM Plotted By: Gerardo RicoDate Created:3/15/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONTEMPORARY PIPE SECTION30-20-059 GER GER BBH C-301SCALE:A TEMPORARY PIPE 1" = 1.5' 0 SCALE IN FEET 2 40 SCALE IN FEET 1.5 3 KEYED NOTES CONSTRUCTION NOTES 3/16/2021 A - DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/15/2021 30-20-059_C-501 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-501.DWGPlot Date:3/16/2021 1:35 PM Plotted By: Gerardo RicoDate Created:3/12/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONPLAN AND PROFILEPACKAGED METERING MANHOLE DETAIL30-20-059 GER GER BBH C-501 N SCALE:1 PACKAGED METERING MANHOLE #E PLAN DETAIL 1" = 1.5' SCALE:A PACKAGED METERING MANHOLE #E SECTION DETAIL 1" = 1.5' 0 SCALE IN FEET 2 40 SCALE IN FEET 1.5 3 KEYED NOTES SCALE:2 TRANSDUCER MOUNTING DETAIL NTS SECTION 3/16/2021 --- A --- B - C DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/15/2021 30-20-059_C-502 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-502.DWGPlot Date:3/16/2021 1:35 PM Plotted By: Gerardo RicoDate Created:3/12/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comFax: 509.736.0790Phone: 509.783.2144GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONPLAN AND PROFILEDIVERSION MANHOLE DETAIL30-20-059 GER GER BBH C-502 KEYED NOTESN SECTION SCALE:2 DIVERSION MANHOLE #D PLAN DETAIL 1" = 1.5' SCALE:3 3/8" SST BENT PLATE DETAIL 1" = 1.5'SCALE:A DIVERSION MANHOLE #D SECTION DETAIL 1" = 1.5' SCALE:B DIVERSION MANHOLE #D SECTION DETAIL 1" = 1.5' PLAN 0 SCALE IN FEET 2 40 SCALE IN FEET 1.5 3N SCALE:C CAST-IN-PLACE BOTTOM RECESS NTS 3/16/2021 PRECAST ECCENTRIC CONE 1/2" PER FT. NOTES: 1.THE INSIDE JOINT SURFACE SHALL BE GROUTED. GROUT ALL LIFT AND LADDER RUNG HOLES. 2.ALL CHANNELIZATION OF MANHOLE BASES SHALL BE FULLY COVERED BY A RIGID MATERIAL DURING CONSTRUCTION OF ROAD SURFACES TO PREVENT FOREIGN MATERIALS FROM ENTERING SYSTEM. 3.FOR MANHOLES LESS THAN 5'-0" USE FLAT TOP MANHOLE WITH TRAFFIC BEARING LID. 4.FOR CAST-IN-PLACE MANHOLES, THE CHANNEL SHALL BE FITTED WITH A SAND COLLAR. FOR PRECAST MANHOLES, THE CHANNEL SHALL BE FITTED WITH AN A-LOK PREMIUM GASKET. CORE DRILL HOLE SHALL BE FITTED WITH A SAND COLLAR. 5.FOR STRAIGHT THRU MANHOLES, THE INVERT ELEVATION SHALL HAVE A .10' OF FALL FROM THE INLET TO THE OUTLET. FOR MANHOLES WITH A BEND OR CHANGE IN DIRECTION, THE INVERT ELEVATION SHALL HAVE .20' OF FALL FROM THE INLET TO THE OUTLET. 6.RE-CHANNEL BASE IF INLET OR OUTLET PIPES DO NOT ALIGN WITH EXISTING MANHOLE CHANNEL. 7.PIPE ALIGNMENT INTO AND FROM MANHOLE SHALL HAVE 0° DEFLECTION. 8.MANHOLE SHALL NOT INCLUDE STEPS. TOP OF BENCH TO BE LEVEL WITH TOP OF PIPE ENTERING MANHOLE MORTAR FILL CAST-IN-PLACE OR PRECAST BASE (SEE WSDOT STD. PLAN B-15.20) (SEE NOTE 2) GROUT INSIDE JOINT MANHOLE PLAN NEW BASE STANDARD MANHOLE FRAME AND COVER, SEE DWG. NO. SS-2 MANHOLE ADJUSTMENTS SEE DWG. NO. SS-4 CONFINED GROOVE JOINT WITH RUBBER GASKET MANHOLE PLAN CORE DRILLING INTO EXISTING CUT INTO OTHER SIDE OF EXISTING CHANNEL AND SHAPE DOWNSTREAM EDGE SLOPE: CUT INTO SHELF SUFFICIENTLY TO ALLOW CAMERA ACCESS. CAST-IN-PLACE PRECAST 6"6" MIN. 6" MIN. 6" MIN. 48" 4" MIN 4" MIN, 18" MAX MANHOLE FOR 8" TO 21" PIPE CHANNEL WIDTH TO MATCH PIPE DIAMETER 6" OF BASE ROCK. (CSBC) COMPACTED TO 95% DENSITY (ASTM D698) TONGUE AND GROOVE JOINT WITH MASTIC PRECAST ECCENTRIC CONE NOTES: 1.THE INSIDE JOINT SURFACE SHALL BE GROUTED. GROUT ALL LIFT AND LADDER RUNG HOLES. 2.ALL CHANNELIZATION OF MANHOLE BASES SHALL BE FULLY COVERED BY A RIGID MATERIAL DURING CONSTRUCTION OF ROAD SURFACES TO PREVENT FOREIGN MATERIALS FROM ENTERING SYSTEM. 3.FOR MANHOLES LESS THAN 5'-0" USE FLAT TOP MANHOLE WITH TRAFFIC BEARING LID. 4.THE MANHOLE PIPE CONNECTIONS SHALL BE FITTED WITH SAND COLLARS. 5.MATCH CROWN OF EXISTING PIPE WITH NEW SEWER PIPE. 6.EITHER FORM RECESS IN CAST-IN-PLACE BASE OR SET RISER SECTION IN CAST-IN-PLACE BASE TO DEPTH OF JOINT, EQUAL DEPTH ALL AROUND. 7.PIPE ALIGNMENT INTO MANHOLE SHALL HAVE 0° DEFLECTION. 8.MANHOLE SHALL NOT INCLUDE STEPS. 9.THE EXISTING PIPE SURFACE SHALL BE CLEAN AND COATED WITH A BONDING AGENT PRIOR TO POURING BASE. GROUT INSIDE JOINT STANDARD MANHOLE FRAME AND COVER, SEE DWG. NO. SS-2 MANHOLE ADJUSTMENTS SEE DWG. NO. SS-4 CONFINED GROOVE JOINT WITH RUBBER GASKET 6" MIN. 48" FOR UP TO 24" EXISTING PIPE 4" MIN 4" MIN, 18" MAX TONGUE AND GROOVE JOINT WITH MASTIC PRECAST BARREL (TYP.) 6" 4" #5 @ 12" O.C. EACH WAY 6" OF BASE ROCK. (CSBC) COMPACTED TO 95% DENSITY (ASTM D698) 3"2' MIN. MOTAR FILL, TYP. 6" REMOVE TOP OF PIPE, FLUSH WITH CONCRETE EXISTING SEWER PIPE 3" 8" PROPOSED SEWER PIPE SLOPE, 1/2" PER FOOT CAST-IN-PLACE CEMENT CONCRETE BASE, CL 4000 FRAME LOCKING COVER 1/2" THICK WEBS NON-SKID PATTERN 2" LETTERS (SEE NOTE 4) 1" DIA. HOLE CAST IRON STYLERING & COVER IN LOCKED POSITION 25" - 25-1/8" 1" 3/8" 34-3/4" MIN. 26-3/8" OPENING 25-1/4" 6" 1" 3/4" 5" 23-3/4" 1-1/4"NOTES: 1.COVER WEIGHT-MIN. 150 LBS. FRAME WEIGHT-MIN. 185 LBS. 2.MACHINE COVER SEAT & COVER FACE. 3.LOADING-40,000 LBS. HEAVY (H-40 RATING) TRAFFIC LOADING 4.MANHOLE COVERS TO BE LETTERED AS "WATER,'' "SEWER,'' OR "STORM'' AS REQUIRED BY TYPE OF APPLICATION. ALSO COVERS SHALL HAVE RAISED 2" LETTERS WITH THE WORDS "CITY OF PASCO". COVER NON-SKID PATTERN 2" LETTERS (SEE NOTE 4) 1" DIA. HOLE 1" 3/8" 25" - 25-1/8" NOTE: BOLLARDS MAY BE REQUIRED BY CITY ENGINEER. INSTALL CONCRETE CONCRETE COLLAR WITH LIGHT BROOM FINISH GRADE RINGS COVER WEARBARS ARE TO BE FLUSH WITH EXISTING FINISHED GRADE CRUSHED SURFACING TOP COURSE OR NATIVE MATERIAL COMPACTED TO 95% ASTM D698 MANHOLE FRAME & COVER SEE DWG. NO. SS-2 ADJUSTMENTS 2" OR GREATER ARE TO BE MADE WITH PRECAST CONCRETE ADJUSTMENT RINGS WITH GROUT BETWEEN EACH EACH RING, FINISHED INSIDE. ANY ADJUSTMENT THAT IS LESS THAN 2" IS TO BE MADE WITH METAL SHIMS ONLY OVERALL FACE ALIGNMENT +/-1/2" INSTALL 2.5" DEPTH COMMERCIAL HMA, 12" WIDE. MATCH NEW HMA W/EXISTING ACP SURFACE AND M.H. FRAME. TACK EDGE & CONCRETE PRIOR TO PLACING HMA. 4" MIN. 18" MAX. UNPAVED AREAS PAVED AREAS CLASS 3000 12" WIDE X 6" THICK CONCRETE COLLAR CLASS 3000 12" WIDE x 8" THICK CONCRETE COLLAR DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSJ-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT ANDOTHER RESERVED RIGHTS OF THESE DRAWINGS, AND THE SAMESHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT.ANY REUSE WITHOUT WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'SSOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/11/2021 30-20-059_C-503 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-503.DWGPlot Date:3/16/2021 1:35 PM Plotted By: Gerardo RicoDate Created:3/11/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comPhone: 509.783.2144J-U-B ENGINEERS, INC.GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONDETAILS30-20-059 GER GER BBH C-503 SCALE:4 STD SS-7 _ CUT-IN MANHOLE DETAIL NTS SCALE:5 STD SS-1 _ 48"Ø STANDARD MANHOLE DETAIL NTS SCALE:6 STD SS-2 _ MANHOLE FRAME AND COVER PLAN & SECTION DETAIL NTS SCALE:7 STD SS-4 _ MANHOLE SURFACE FINISH SECTION DETAIL NTS 3/16/2021 UNSURFACED AREAS 1'-0" HMA PAVEMENT REPAIR GRAVEL SURFACING 1'-6" (MIN) 1'-6"1'-6" GRAVEL REPAIR LIMITS EXCAVATION LIMITS(MIN) 1'-6"1'-6" CL 1'-6" HOT MIX ASPHALT PATCH LIMITS SYMMETRICAL ABOUT ℄ OF PIPE 1'-0" EXCAVATION LIMITS EXCAVATION LIMITS PIPE ZONE 2' 6" MIN. 6" MIN. 6" MIN. DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSJ-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT ANDOTHER RESERVED RIGHTS OF THESE DRAWINGS, AND THE SAMESHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT.ANY REUSE WITHOUT WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'SSOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/15/2021 30-20-059_C-504 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-504.DWGPlot Date:3/16/2021 1:35 PM Plotted By: Gerardo RicoDate Created:3/12/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comPhone: 509.783.2144J-U-B ENGINEERS, INC.GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONDETAILS30-20-059 GER GER BBH C-504 SCALE:8 STD SS-5 _ SEWER TRENCH SECTION DETAIL NTS SCALE:9 STD ST-3 _ SURFACE RESTORATION SECTION DETAIL NTS SCALE:10 ABANDON PIPE IN PLACE DETAIL NTS SCALE:11 INFILTRATION TRENCH DETAIL 1" = 1.5' 0 SCALE IN FEET 2 40 SCALE IN FEET 1.5 3 3/16/2021 SLIDE GATE SCHEDULE GATE TAG MIN. GATE EL NORMAL GATE EL MAX. GATE EL TOW OR TOS EL FLUSH BOTTOM SLIDE EL MAX. SEATING WS EL MAX. UNSEATING WS EL OPENING WIDTH, IN GATE HEIGHT, IN GATE TYPE MATERIAL REMARKS FLUSH BOTTOM SECTION FLOOR EMBED WALL MOUNTED GUIDE SECTION FLUSH BOTTOM SECTION WALL MOUNT UPWARD OPENING TOP SECTION DESIGN BY: DRAWN BY: CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSJ-U-B SHALL RETAIN ALL COMMON LAW, STATUTORY, COPYRIGHT ANDOTHER RESERVED RIGHTS OF THESE DRAWINGS, AND THE SAMESHALL NOT BE REUSED WITHOUT J-U-B'S PRIOR WRITTEN CONSENT.ANY REUSE WITHOUT WRITTEN CONSENT BY J-U-B WILL BE AT CLIENT'SSOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.NO.BYREVISIONAPR.DATEBYAPR.DATEJUB PROJ. # : LAST UPDATED: 3/16/2021 30-20-059_C-601 INCH, SCALE ACCORDINGLY AT FULL SIZE, IF NOT ONE ONE INCH FILE :\\JUB.COM\CENTRAL\CLIENTS\WA\PASCOCITY\PROJECTS\30-20-059_GRIMMWAYCONNECTION\DESIGN\CAD\SHEET\30-20-059_C-601.DWGPlot Date:3/16/2021 1:36 PM Plotted By: Gerardo RicoDate Created:3/11/2021J-U-B ENGINEERS, INC.Kennewick, WA 99336Suite 201J-U-B ENGINEERS, INC.2810 W. Clearwater Ave.www.jub.comPhone: 509.783.2144J-U-B ENGINEERS, INC.GRIMMWAY WASTEWATER CONNECTIONPASCO, WASHINGTONSLIDE GATE SCHEDULE AND DETAILS30-20-059 GER GER BBH C-601SCALE:1 SLIDE GATE SCHEDULE NTS 3/16/2021 3-152021