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HomeMy WebLinkAboutPACE Engineers - 18080 Foster Wells Forcemain Improvements Addendum #1 CP7-SR-1A-19-00CONTRACT DOCUMEN.TS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS Washington VOLUME 1 of 2 PROJECT NO. CP7-SR-1A-19-00 COPY ~~====----5-z.--f. (' - City Engineer Date City of Pasco Q9'1 \ CONTRACT DOCUMENTS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS PROJECT CERTIFICATION The technical material and data contained in this report was prepared by PACE Engineers, Inc., under the supervision of the below listed individuals . Those responsible staff members who are registered professional engineers are licensed in the State of Washington . Robin D . Nelson , PE PROJECT NO. CP7-SR-1A-19-00 PUBLIC WORK DEPARTM ENT (50 9) 543-5738 / FAX (509) 543-5737 P.O . Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov ADDENDUM NO. 1 FOSTER WELLS FORCEMAIN IMPROVEMENTS PROJECT NO. 18080 Contract No. CP7-SR-1A-19-00 JUNE 7, 2019 Addendum No. 1 Acknowledgement Page This addendum includes: 2 -8 ½ x 11 " Acknowledgement Pages 1 -8 ½ x 11" Questions & Answers 2 -8 ½ x 11 " Changes to Special Provisions 1 -11 "x17" Plan Sheets 6 Total Sheets ************************************************************************************************** NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS -CP7-SR-1A-19-00-as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required. Company Name Name (Please Print) Signature FOSTER WELLS FORCEMAIN IMPROVEMENTS Project No. 18080, CP7 -SR -1A-19-00 Title Addendum No. 1 Page 1 I I City ef • 'Pasco ~,' WJshinhwn PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509} 543-5737 P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov The Bid Opening Schedule has changed. Submittals are due on: FRIDAY, JUNE 14, 2019 AT 11 :00 AM. This addendum will be sent through Quest CDN Only. FOSTER WELLS FORCEMAIN IMPROVEMENTS Project No . 18080, CP7-SR -1A-19-00 Maria Serra, PE Senior Civil Engineer Addendum No. 1 Page 2 I I u 1y .; PUBLIC WORK DEPA RTMENT (509) 543-5738 / FAX (509) 543-5737 • i Pasco ~II w . .,~n ,., P.O. Box 293 (525 North 3rd Av enue) Pa sco, Washington 99301 / www.pasco-wa .gov Questions & Answers : 1. On page 42, detail 1 shows the piping for the screening facility bypass being ductile iron, however the construction notes call for Stainless Steel. Can you confirm which material is required? Response: Detail 1, sheet 42; Does not refer to the screening facility bypass. This detail pertains to the permanent connections to the influent piping. However, the 30" DIP label is incorrect. All piping with the exception of the two spools shown in detail 2, sheet 42 shall be stainless steel material. 2 . Per Special Provisions 7-22.2 "All valves and fittings shall be Stainless Steel" There is a potential issue with lead time on the stainless steel plug valves for this project. It is unlikely that these valves can be manufactured and delivered within the 90 days allotted for this project. Has the city already procured these valves or would another spec be an option? Response: The section, 7-22 Valves for Forcemains, will be modified to eliminate the requirement for stainless steel material. Valves shall be cast iron body with epoxy lining. See revised section 7-22 above. 3 . There's no information in the spec book about the stainless steel parts for the Foster Wells Connection (Sheet 40 on the plans). Can we substitute Ductile for this connection so that it matches the PWRF Connection on sheet 42? Response: A special provision has been added to define stainless steel piping in this addendum. Response: Please reference response to question 1 above clarifying use of ductile iron and stainless steel at screening building connection. 4 . The legend on sheet 40 is mis-labeled on several parts, Example is item 9 the 2 " Air/vac assembly, I don't see #9 any where on the plans but it looks like you have (2) of th em shown on the 18" 90 deg fittings connecting to the 16" and 8 " existing. Response: Numbering errors on sheet 40 have been marked on the attached PDF. The correct keyed notes are in red. FO STER W ELLS FOR CEMAIN IM PROVEMENTS Project No. 18080, CP7-SR-1A-19-00 Addendum N o . 1 Pag e 3 1 1 . Uty•~ · 1 Pasco ~II ~\•~111 ·""' PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ADDENDUM 1 TO THE SPECIAL PROVISIONS The following addendum is hereby issued and made a part of the Plans and Specifications for the 18080 Foster Wells Forcemain improvements project. The following formatting has been used to note additions and deletions to the contract documents. • Deletions are formatted as stricken through (e>Eamf:')le) text. • Changes/additions are formatted as bolded (example) text. 1. Page IB-1 , Insert after Paragraph 3: EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders shall conduct all work so as not to disrupt operation of the existing Foster Wells Lift Station and service to surrounding businesses. There are three agricultural processors, Reser's Fine Foods , Twin City Foods , and Pasco Processing, that will each be operating three shifts daily during the construction duration for this project, discharging wastewater to the Foster Wells lift station. Any shutdown required to complete connections at the Foster Wells Lift Station or the PWRF shall be coordinated with the processors and occur at mutually agreed upon time and duration. This coordination shall be arranged at least one week in advance of the proposed shutdown and requires consensus from all three businesses. 2. Page P-4 , Paragraph 5 : Accompanying this Proposal is a c ertified check, cashier's check, or bid bond payable to the City of Pasco being an amount not less than 5 % of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the C ity of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds , as stated in the Instructions For Bidders hereto attached, w ithin ten (10) calendar days from the date of notice of award, then the City may, at its option , determine that the unders igned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, casl:i , or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, casl:i or money order accompanying this proposal shall be returned to the undersigned. FO STER WELLS FORCEMAIN IMPROV EMENTS Project No. 18080, CP7-SR -1A-19-00 Addendum No. 1 Page 4 I I u1y ,~ PUBLIC WORK DEPA RTMENT (509) 543-5738 / FAX (509) 543-5737 • · Pasco ~II w.,,t "'l~"' P.O. Box 293 (525 North 3 rd Avenue) Pasco, Wa shingto n 99301 / www.pasco-wa.gov 3. Page SS-26 , Section 1-08.4 Notice to Proceed and Prosecution of Work Insert the following paragraph : Bidders shall conduct all work so as not to disrupt operation of the existing Foster Wells Lift Station and servi ce to surrounding businesses. There are three agricultural processors, Reser's Fine Foods, Twin City Foods, and Pasco Processing, that will each be operating three shifts daily during the construction duration for this project, discharging wastewater to the Foster Wells lift station. Any shutdown required to complete connections at the Foster Wells Lift Station or the PWRF shall be coordinated with the processors and occur at mutually agreed upon time and durati on. This coordination shall be arranged at least one week in advance of the proposed shutdown and requires consensus from all three businesses. 4. 7-22.2 Materials A. Valves. All valves and fittings shall be StaiRless Steel Cast Iron with ANSI flanges or mechanical joint ends. All existing valves shall be operated by city employees only. 5. 7-20 PIPE AND FITTINGS FOR FORCEMAINS (Special Provisions) 7-20.2 Materials Stainless Steel Pipe {4 inches and over) New Stainless Steel Pipe shall be Schedule 80 Stainless steel, 304/304L (ASTM/ASME UNS S30400/ S30403) with Class 150 welded flanges. All cost for stainless steel piping used for connections to the existing PWRF influent piping and Foster Wells Pump Station shall be included in the appropriate lump sum bid item. FOSTER WELLS FORCEMAIN IMPROVEMENTS Project No. 18080, CP7 -SR -1A-19-00 Addendum No. 1 Pag e 5 CITY OF PASCO TABLE OF CONTENTS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS Project No . CP7-SR-1 A-19-00 INVITATION FOR BIDS ..................................................................................................... AD-1 VICINITY MAP INFORMATION FOR BIDDERS: Standard Specifications ........................................................................................................... IB-1 Expla nati on of Contract D ocuments and Work Site ................................................................. IB-1 Qualification o f Bidders ........................................................................................................... IB-1 Water ........................................................................................................................................ IB-1 Submission of Bid Proposal ..................................................................................................... IB-2 Schedule of Events .................................................................................................................. IB-2 Award of Contract .................................................................................................................... IB-2 Prevailing Wage Requirements ................................................................................................ IB-3 PROPOSAL: Bid Proposal .............................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................... SD-1 Bid Bond .................................................................................................................................. BB-1 No n-Collusion Decl aration ..................................................................................................... NC-1 CONTRACT: Contract .................................................................................................................................. C0-1 Perform ance Bo nd .................................................................................................................. PB-1 Certification of Compliance with Wage Payment Statutes .................................................. WPS-1 State Wage Rate Reference ............................................................................................. SWRR-1 AMENDMENTS : City of Pasco Amendment to the Standard Specifications , Division 1 .................................... SS-1 SPECIAL PROVISIONS : Earthwork Bases Surface Treatment and Pavement Division 2 Division 4 Division 5 Division 7 Di vision 8 Di vis ion 9 Drainage Structures , Storm Sewers , Sanitary Sewers , Forcemains , and Conduits Miscellaneous Construction Materials APPENDIX A: APPENDIX B: MAY 2019 CP7-SR-1A-19-00 PERMITS PREVAILING WAGE RATES 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO VOLUME 2 : CONSTRUCTION DRAWINGS MAY2019 CP7-SR-1A-19-00 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ATTENTION CONTRACTORS INVITATION FOR BIDS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS Project No. CP7-SR-1A-19-00 The City of Pasco , Washington is inviting and requesting bid proposals for the 18080 Foster Wells Forcemain Improvements, Project No. CP7-SR-1A-19-00. This project involves the following : The Work of this Contract comprises the City of Pasco 18080 Foster Wells Forcemain Improvements under Schedule A and Additive Bid Schedule B described as follows: Schedule A : Construction of approximately 12,610 LF of HOPE , DR 11, 20-inch diam. (IPS) Forcemain including prefabricated bends, air vacuum valve assemblies, connection to existing Foster Wells Pump Station and existing PWRF facility, and associated items. This project also includes approximately 300 feet of horizontal directional drilling under State Highway 395 . Additive Bid Schedule B: Construction of approximately 5 ,750 LF dual Forcemain (11,500 LF Total Pipe) of HOPE, DR 11 , 20-inch diam . (IPS) Forcemain including prefabricated bends and air vacuum valve assemblies, connection to existing PWRF facility , and associated items. This additive work is dependent upon available funding , and inclusion with award is at the discretion of the City. Bid documents, including plans and specifications, may be obtained beginning May 24, 2019 through QuestCDN.com using eBidDoc #6358746 , for the standard download fee of $15.00. QuestCDN.com can be contacted at 952-233-1632 or info@questCDN.com for additional information and assistance. Bids shall be addressed to the Mayor and the City Council and will be received at the office of the City Clerk, City Hall 1st Floor, 525 North 3rd Avenue, Pasco , Washington, up to the hour of 2:00 PM, June 11, 2019, and then shall be opened in the City Council Chambers located on the first floor of the City Hall Building. At the time and date stated, the bids will be publicly opened and read aloud. Bids are to be submitted only on forms provided in the specifications. All bids must be accompanied by a "Good Faith Token" in the form of a Certified Check, Cashier's Check or Bid Bond in the amount of not less than 5 percent (5%) of the total or highest bid. Technical questions regarding the scope of this project should be put in writing and directed to Maria Serra, P.E., Project Manager, City of Pasco, Public Works , 525 N . 3rd Avenue, PO Box 293, Pasco, WA 99301 , Email: serram@pasco-wa.gov. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.10 and who are listed on the QuestCDN Planholders list. The City of Pasco in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252 , 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation , Subtitle A , Office of the Secretary, Part 21 , Nondiscrimination in Federally- Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that i n any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit b ids in response to this invitation and will not be discriminated against on the grounds of race , color, national origin , or sex in consideration for an award. T he City of Pasco is an equal opportunity and affirmative action employer. Small, m inority-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 C ity Council reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the i nterests of the City of Pasco. DATED: May 21 , 2019 Publish : May 24 , 2019 May 31 , 2019 Maria L . Serra , P.E. Project Manager CITY OF PASCO MAY 2019 CP7-SR-1A-19-00 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS r --• .... ..., ...., ...., CITY OF PASCO MAY2019 CP7-SR-1A-19-00 INFORMATION FOR BIDDERS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,..., ..... ,..., CITY OF PASCO INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for Municipal Public Works Construction , as prepared by the Washington Department of Transportation 2018 Standard Specifications for Road , Bridge , and Municipal Construction hereinafter referred to as "Standard Specifications," hereby referenced, are made a part of this contract as amended by the WSDOT, the City of Pasco Standard Amendments, and the APWA general special provisions as indicated and supplemented by the CSI "Special Provisions." Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 4 7 408 Olympia, WA. 98504-7408 Any reference to the 2018 Standard Specifications for Road , Bridge, and Municipal Construction shall read 2018 Standard Specifications for Road , Bridge, and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening . Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders , who shall submit all addenda with their bids . Oral explanations and interpretations made prior to the bid opening shall not be binding . QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code Chapter 14.10 "Qualification for Public Works Construction." The City reserve s the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.10. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non-refundable handling and processing fee for the meter and valve. The City will charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Spec ification 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. MAY2019 CP7-SR-1A-19-00 18-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders pre-qualified in accordance with PMC 14.10 (Sec. 1-02.1 ). Bids will be rece ived at the Office of the City Clerk. The envelopes containing the bids must be sea led , addressed to the Mayor and City Council at 525 N. Third Avenue, Pasco, WA 99301 and shall clearly indicate the company name and project for which they are intended . The proposal forms to be completed for the bid package include: the Proposal (Sec. 1-02.6), the Bid Bond , the Non-Collusion Declaration (Sec. 1-02.8(1 )), the Subcontract Disclosure (Sec. 1-02.6), and Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures (Sec. 1-02.6). Schedule A is the base bid and will be awarded to the lowest respons ive bidder in accordance with PMC 14 .10. Award of Additive Bid Schedule B is contingent upon available funding at the discretion of the City. 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 rece ived after the time and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within 60 days after the actua l date of the opening thereof (Sec. 1-03.2). Bids will be accepted from Contractors who are on the City maintained list of responsible contractors eligible to perform services as governed by PMC 14.10, and who have obtained bid documents directly from the City of Pasco Engineering Division . SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution . The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents a long with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned , a Pre-Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec . 1-03.1 ): MAY 2019 CP7-SR-1A-19-00 IB-2 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted . • Reject any and all bids. • Republish the invitation for bids . PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub-contractors must follow the State's Prevailing Wage requirements . The Contractor must submit the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub-contractors have not submitted the approved Intent form ; nor may not release retainage until the Contractor and all sub-contractors have submitted the approved Affidavit forms . The City requests that certified payroll for the Contractor and all sub-contractors be provided on a weekly basis. MAY 2019 CP7-SR-1A-19-00 IB-3 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,..., ...., ....., ,..., ,-, CITY OF PASCO MAY 2019 CP7-SR-1A-19-00 PROPOSAL Bid Proposal Subcontract Disclosure Bid Bond Non-Collusion Declaration 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO BID PROPOSAL 18080 Foster Wells Forcemain Improvements HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Mayor and Councilmembers : The undersigned declares that he has carefully examined the project site for the Foster Wells Pump Station located at 525 N . 3rd Avenue, Pasco , WA 99301 , and its associated Forcemain Improvements to the Process Water Reuse Facility (PWRF). Schedule A : Construction of approximately 12,610 LF of HOPE , DR 11 , 20-inch diam. (IPS) Forcemain including prefabricated bends , air vacuum valve assemblies , connection to existing Foster Wells Pump Station and Existing PWRF Facility , and associated items . This project also includes approximately 300 feet of horizontal directional drilling under State Highway 395 . Additive Bid Schedule B: Construction of approximately 5 ,750 LF dual Forcemain (11 ,500 LF total pipe) of HOPE , DR 11 , 20-inch diam. (IPS) Forcemain including prefabricated bends and air vacuum valve assemblies, connection to existing PWRF facility, and associated items. This additive work is dependent upon available funding , and inclusion with Award is at the discretion of the City. 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. MAY2019 CP7-SR-1A-19-00 P-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 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: FOSTER WELLS FORCEMAIN IMPROVEMENTS (BASE BID) ITEM A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 A-19 A-20 A-21 A-22 A-23 A-24 A-25 A-26 A-27 SPEC SECTION DESCRIPTION QTY UNIT Unit Price Total Price 1-04.4 Minor Chanqes 1 FA $5,000.00 $5,000.00 1-05.4 Roadway Surveying 1 LS $10 000.00 $10 000 .00 1-05.16 As-built Plans 1 LS $1 500.00 $1 500 .00 1-07.15 Spill Prevention, Control and $500 .00 $500 .00 Countermeasures (SPCC) Plan 1 LS 1-09.7 Mobilization 1 LS $84,000.00 $84 ,000 .0 0 1-10.5 (1) Proiect Temoorarv Traffic Control 1 LS $50 000.00 $50 000.00 2-02 Removal of Structures and Obstructions 1 LS $10,000.00 $10,000.00 2-03 Gravel Borrow Incl. Haul for Insertion and $17.00 $11,424 .00 Pullback Pit 672 CY 2-09 Potholing 41 EA $250.00 $10,250.00 4-04 Crushed SurfacinQ Base Course 660 TN $31 .00 $20,460.00 4-04 Crushed Surfacing Top Course 20 TN $120.00 $2,400.00 4-04 Screened Gravel SurfacinQ 150 TN $54.00 $8,100.00 5-04 HMA Cl. 1/2 PG 64-28 40 TN $245.00 $9 ,800.00 7-09 Shoring or Extra Excavation Class B for $8 .00 $4 ,480.00 Insertion and Pullback Pit 560 CY 7-09 Bank Run Gravel for Trench Backfill 8,500 CY $17 .00 I $144 500.00 7-20 HOPE, DR11 , 20-inch d iam. (IPS) 12 ,610 LF $93.00 $1 ,172,730.00 7-20 Extra Trench Excavation 200 CY $45.00 $9,000 .00 7-20 Removal and Replacement of Unsuitable Materials 300 CY $35.00 $10,500.00 7-21 36" Steel CasinQ by Jack and Bore 290 LF $1 ,100.00 $319 ,000.00 7-22 Plua Valve 10 EA $10,500 .00 $105,000.00 7-20 Connection to Existing Foster Wells Pump Station 1 LS $335,000 .00 $335,000.00 7-20 Connection to Existing PWRF Influent Piping 1 LS $339,000.00 $339,000.00 7-22 Comb. Air Valve Assembly 11 EA $7,500 .00 $82 ,500.00 7-14 MovinQ ExistinQ Hydrant 1 EA $3,000 .00 $3,000.00 8-01 Water Pollution and Erosion Control 1 LS $25 ,000.00 $25,000.00 8-02 Topsoil, Tvoe A 490 CY $85.00 $41,650.00 8-02 Roadwav Restoration 1 FA $5,000.00 $5,000.00 BASE BID SUBTOTAL $2 ,819,794.00 MAY2019 CP7-SR-1 A-19-00 P-2 SALES TAX (8.6%) $242 ,502 .28 BASE BID TOT AL $3,062 ,296.28 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO SCHEDULE B: COLUMBIA EAST FORCEMAIN IMPROVEMENTS (ADDITIVE BID) ITEM B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 SPEC SECTION DESCRIPTION QTY UNIT Unit Price Total Price 1-04.4 Minor Chancies 1 FA $3,000.00 $3,000.00 1-05.4 Roadwav Survevina 1 LS $5 ,000 .00 $5 ,000.00 1-05.3 As-built Plans 1 LS $1 ,000 .00 $1 ,000.00 1-07.15 Spill Prevention , Control and Countermeasures (SPCC) Plan 1 LS $250.00 $250.00 1-09.7 Mobilization 1 LS $25 ,000.00 $25,000.00 1-10.5(1) Project Temporary Traffic Control 1 LS $1 ,000.00 $1 ,000 .00 2.02 Removal of Structures and Obstructions 1 LS $5 ,000.00 $5,000 .00 4-04 Crushed Surfacinci Base Course 1,300 TN $31 .50 $40,950.00 4-04 Screened Gravel Surfacing 330 TN $31 .50 $10 ,395.00 7-09 Bank Run Gravel for Trench Backfill 12 ,800 CY $17 .00 $217 ,600 .00 7-20 High-Density Polyeth ylene (HOPE) Pipe 20" $90.00 $1 ,035 ,000.00 IPS DR 11 11 ,500 LF 7-20 Extra Trench Excavation 100 CY $10 .00 $1 ,000.00 7-20 Removal and Replacement of Unsuitable Materials 100 CY $37 .00 $3,700.00 7-22 Plua Valve 10 EA $12 ,500.00 $125,000.00 7-22 Comb . Air Valve Assembly 10 EA $6 ,600.00 $66 ,000.00 8-01 Water Pollution and Erosion Control 1 LS $16 ,000 .00 $16,000.00 8-02 Topsoil, Tvpe A 180 CY $85.00 $15 ,300 .00 ADDITIVE BID SUBTOTAL $1 ,571 ,195.00 SALES TAX (8.6%) $135 ,122.77 ADDITIVE BID TOTAL $1 ,706 ,317 .77 The Proposal Form, Bid Bond, Non-collusion Declaration, Subcontract Disclosure, and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. Schedule A shall be the basis for Award. Schedule B is additive work and inclusion in the Award is dependent upon available funding at the discretion of the City. MAY 2019 CP7-SR-1A-19-00 P -3 18080 FOSTER WELLS FORCEMAlN IMPROVEMENTS r- CITY OF PASCO 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materia ls to be paid under the Contract for wh ich this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications . The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to Proceed and that all work should be completed within 90 calendar days . The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9 . The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the b idder 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 determ ined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction . I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check , cashier's check, or bid bond payable to the City of Pasco being an amount not less than 5 % of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders . If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached , within ten (10) calendar days from the date of notice of award , then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check , bid bond , cash , or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco . Otherwise, the certified check , cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) _1.,___ _______ , and __ _ DATED AT Pasco .WA )"HIS 14th DAY OF June , 2019. SIGNED :~4 TITLE: E-st-im-a-to_r ____ _ PRINTED NAME: Britton A. Omel -"----""-'----...;..__;;... _____________________ _ NAME OF COMPANY: C & E Trenching , LLC ADDRESS: 3813 N Glade Rd TELEPHONE: 509-545-6940 STATE CONTRACTOR'S LICENSE NO .: CETREL *025KA -------------------- MAY 2019 CP7-SR-1A-19-00 P -4 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS ,._ ,- CITY OF PASCO SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned , intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS List Item Number 1) (Electrical) 2) (Plumbing) 3) (HVAC) 4) 5) 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: All work except for boring , paving , traffic control , and surveying . FIRM : C & E Trenching , LLC NAME: Britton A. Omel ---------------------------- ADDRESS: 3813 N Glade Rd TELEPHONE: 509-545-6940 ---------------------------- EMAIL: britton@candetrenching .com MAY2019 CP7-SR-1 A-19-00 SD-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,-- CITY OF PASCO BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned , ________ _ C & E Trenching, LLC as Principal, and _____ _ Nationwide Mutual Insurance Company as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of Five Percent of Bid Amount 5% for the payment of which , well and truly to be made, we hereby jointly and severally bind ourselves , successors and assigns . Signed , this 14th day of ____ Ju_n_e ____ , 20__12_. The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID , attached hereto and hereby made a part hereof to enter into a contract in writing , for the 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS. NOW THEREFORE , (a) If said BID shall be rejected , or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID . Then, this obligation shall be void , otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall , in no event, exceed the penal amount of this obligation as herein stated . The Surety, for value received , hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension . IN WITNESS W HEREOF, the Principal and the Surety have hereunto set their hands and seals, an d such of them s are co[ orations have caused their corporate seals to be hereto affixed to be gned by their proper officers, the day and year first set forth above. C & E Trenching , LLC Nationwide Mutual Insurance Company Surety By: --e..+.:,,...::=-+------:-t-<--...e::.,..:"'----::~ , orney:ln-Fact IMPORTANT: Su rety companies executing BONDS must app ar on the sury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. MAY2019 CP7-SR-1 A-19-00 88-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS Power of Attorney KNOW All MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company, an Ohio corporation AMCO Insurance Company, an Iowa corporation Allied Property and Casualty Insurance Company, an Iowa corporation hereinafter referred to severally as the "Company" and collectively as "the Com panies" does hereby make, constitute and appoint: CHARLES E. HUDON JACQUELINE F. HERNANDEZ KIRSTEN JORDAN KIMBERLEY A. FALL JODI CLAYTON PASCO WA each in thei r individual capacity, its true and lawful attorney-in-fact, with full powe r and authority lo sign, seal, and execute on its behalf any and all bonds and undertakings, and other obligatory instruments of similar nature, in pena lties not exceeding the sum of FIVE MILLION AND NO/100 DOLLARS $ 5,000,000.00 and to bind the Company thereby, as fully and to the same extent as if such instruments were signed by the duly authorized officers or the Company; and all acts of said Attorney pursuant to the authority given are hereby r21tified and confirmed. This power of attorney is m ade and executed p ursua nt to and by authority of the following resolution duly adopted by the board of directors of the Company· "RESOLVED, that the p reside nt, or any vice president be, and each hereby is, authorized and empowered to appoint attorneys-in-fa ct of the Company, and to authorize them to execute a nd deliver on behalf of the Company any and all bonds , forms, applications , memorandums. undertakings . r ecognizances, transfers, contracts of indemnity. policies, contracts guaranteeing the fidelity of persons holding positions of public or private trust, and other writings obligatory in nature that the business of the Company may require ; and to m odify or revoke. with or without cause, any such appointment or authority; provided, however. tha t the a uthority g ranted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on beha lf of the Company: "RESOLVED FURTHER . that such attorneys-in-fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the tenms and limitations of th e power of attorney iss ued to them, and to affix the seal of the Company thereto; provided. however . that said seal shall not be necessary for the va lidity of any such documents." This power of attorney is sign ed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution or Instruments. Any vice president. any assistant secretary or any assistant treasurer shall have the power and authori ty to sign or attest all approved documents, ins truments . contracts. or other papers i n connection with the operation or the business of the company In addition to the chairman of the board . the chief executive officer. president, treasurer or secretary: provided, however, the signature of any of them may be printed . engraved, or stamped on any approved document. contract. instrument. or other papers of the Company. IN WITNESS WHEREOF . the Company has caused this instrument o sealed and duly attested by the signature of its officer the ~day of February 20 19 ~lfA__ Antonio . Albanese . Vice President of Nationwide Mutual Insurance Company, AMCO Insurance Company. Allied Property and Casualty Insurance Company ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF NEW YORK: ss On this 27'" day of February, 2019. before me came the above-named officer for the Company aforesaid . to me personally known to be the office r described in and 'M'lo executed the preceding Instrument , and he acknowledged the execution of the same . and being by me duly swo rn, deposes and says. that he is the officer of the Company aforesaid, that the seal affixed hereto is the corporate seal of said Company, and the said corporate seal and his signature were duly affixed and subscribed to said instrument by th e authority and d irection of said Company. 'iunnntC ~no Nottr, Publk, Sutt of New Yntlt No. 020ffiU6'49 ou.i,ried 1n Wutcht1ter Count) Co,nmost,fOtl Eltp~i Stp,tmbe, 16, 2021 CERTIFICATE MrComm,U.(111 hP<'U Stp,Nl'\bt-t H . 1011 I. Laura B . Guy . Assistant Secretary of the Company, do he reby certify that the foregoing is a full , true and correct copy of the original power of attorney issued by the Company; that the resolution Included therein is a true and correct transcri pt from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner; that sa id Antonio C . Albanese was on the date of the execution of the foregoing power of altomey the duty elected omcer of the Company, a nd the corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by th e authority of said board of directors: and the foregoing power of attorney is still in full force and effect. IN WITNESS WHEREOF, I have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seal of said Company this day of Jun~ ?<Jt 0 Assistant Secretary BDJ 1 (02 · 19)00 23809 CITY OF PASCO 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 ind irectly, 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 wh ich 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. MAY 2019 CP7-SR-1A-19-00 NC -1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS I I Oty<f a 1 Pasco ~II w.~Jngn~ PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov ADDENDUM NO. 1 FOSTER WELLS FORCEMAIN IMPROVEMENTS PROJECT NO. 18080 Contract No. CP7-SR-1 A-19-00 JUNE 7, 2019 Addendum No. 1 Acknowledgement Page This addendum includes: 2 -8 ½ x 11" Acknowledgement Pages 1 -8 ½ x 11" Questions & Answers 2 -8 ½ x 11" Changes to Special Provisions 1 -11"x17" Plan Sheets 6 Total Sheets ************************************************************************************************** NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS -CP7-SR-1A-19-00-as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required. Company Name Ba 1,:ro.V OM et- Name (Please Print) ~;~ FOSTER WELLS FORCEMAIN IMPROVEMENTS Project No. 18080, CP7 -SR-1A-19-00 Title Addendum No. 1 Page 1 CITY OF PASCO BID PROPOSAL 18080 Foster Wells Forcemain Improvements HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Mayor and Councilmembers: The undersigned declares that he has carefully examined the project site for the Foster Wells Pump Station located at 525 N. 3rd Avenue, Pasco , WA 99301 , and its associated Forcemain Improvements to the Process Water Reuse Facility (PWRF). Schedule A: Construction of approximately 12,610 LF of HOPE , DR 11 , 20-inch diam . (IPS) Forcemain including prefabricated bends, air vacuum valve assemblies, connect ion to existing Foster Wells Pump Station and Existing PWRF Facility, and associated items . This project also includes approximately 300 feet of horizontal directional drilling under State Highway 395. Additive Bid Schedule B: Construction of approximately 5,750 LF dual Forcemain (11,500 LF total pipe) of HOPE, DR 11 , 20-inch diam . (IPS) Forcemain including prefabricated bends and air vacuum valve assemblies, connection to existing PWRF facility, and associated items. This additive work is dependent upon available funding , and inclusion with Award is at the discretion of the City. 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. MAY2019 CP7-SR-1A-19-00 P-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 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: FOSTER WELLS FORCEMAIN IMPROVEMENTS (BASE BID) ITEM A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 A-19 A-20 A-21 A-22 A-23 A-24 A-25 A-26 A-27 SPEC SECTION DESCRIPTION QTY UNIT Unit Price Total Price 1-04.4 Minor Changes 1 FA $5,000.00 $5,000.00 1-05.4 Roadway Survevino 1 LS 1-05.16 As-built Plans 1 LS 1-07.15 Spill Prevention, Control and Countermeasures (SPCC} Plan 1 LS 1-09.7 Mobilization 1 LS 1-10.5 (1) Project Temoorarv Traffic Control 1 LS 2-02 Removal of Structures and Obstructions 1 LS 2-03 Gravel Borrow Incl. Haul for Insertion and Pullback Pit 672 CY 2-09 Potholing 41 EA 4-04 Crushed Surfacinq Base Course 660 TN 4-04 Crushed Surfacinq Top Course 20 TN 4-04 Screened Gravel Surfacing 150 TN 5-04 HMA Cl. 1/2 PG 64-28 40 TN 7-09 Shoring or Extra Excavation Class B for Insertion and Pullback Pit 560 CY 7-09 Bank Run Gravel for Trench Backfill 8,500 CY 7-20 HDPE, DR11 , 20-inch diam . (IPS} 12,610 LF 7-20 Extra Trench Excavation 200 CY 7-20 Removal and Replacement of Unsuitable Materials 300 CY 7-21 36" Steel CasinQ by Jack and Bore 290 LF 7-22 PluQ Valve 10 EA 7-20 Connection to Existing Foster Wells Pump Station 1 LS 7-20 Connection to Existinq PWRF Influent Pioinq 1 LS 7-22 Comb. Air Valve Assembly 11 EA 7-14 Movinq Existinq Hydrant 1 EA 8-01 Water Pollution and Erosion Control 1 LS 8-02 Topsoil, Tvoe A 490 CY 8-02 Roadway Restoration 1 FA $5,000.00 $5,000.00 BASE BID SUBTOTAL MAY2019 CP7-SR-1A-19-00 P-2 SALES TAX (8.6%) BASE BID TOT AL 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO SCHEDULE B: COLUMBIA EAST FORCEMAIN IMPROVEMENTS (ADDITIVE BID) ITEM B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 SPEC SECTION DESCRIPTION QTY UNIT Unit Price 1-04.4 Min or Changes 1 FA $3,000.00 1-05.4 Roadway Survevinq 1 LS 1-05.3 As -built Plans 1 LS 1-07.15 Spill Prevention, Control and Countermeasures (SPCC) Plan 1 LS 1-09.7 Mobilization 1 LS 1-10.5(1) Project Temoorarv Traffic Control 1 LS 2.02 Removal of Structures and Obstructions 1 LS 4-04 Crushed Surfacinq Base Course 1,300 TN 4-04 Screened Gravel Surfacinq 330 TN 7-09 Bank Run Gravel for Trench Backfill 12,800 CY 7-20 High-Density Polyethylene (HOPE ) Pipe 20" IPS DR 11 11,500 LF 7-20 Extra Trench Excavation 100 CY 7-20 Removal and Replacement of Unsuitable Materials 100 CY 7-22 Pluq Valve 10 EA 7-22 Comb . Air Valve Assembly 10 EA 8-01 Water Pollution and Eros ion Control 1 LS 8-02 Topsoil, Type A 180 CY ADDITIVE BID SUBTOTAL SALES TAX (8.6%) ADDITIVE BID TOTAL The Proposal Form , Bid Bond, Non-collusion Declaration, Subcontract Disclosure, and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. Schedule A shall be the basis for Award. Schedule B is additive w o rk and inclusion in the Award is dependent upon available funding at the discretion of the City. Total Price $3,000.00 MAY 2019 CP7-SR-1A-19-00 P-3 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to Proceed and that all work should be completed within 90 calendar days. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9 . The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW , as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction . I certify ( or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check , or bid bond payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders . If this proposal is accepted by the City of Pasco , and the undersigned shall fail to execute a satisfactory contract and bonds , as stated in the Instructions For Bidders hereto attached , within ten (10) calendar days from the date of notice of award , then the City may, at its option , determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond , cash, or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco . Otherwise , the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned . Receipt is hereby acknowledged of addendum(s) No.(s) _________ , and __ _ DATED AT THIS DAY OF , 2019. -------- SIGNED: TITLE: ----------------------------- PRINTED NAME: ---------------------------- NAME OF COMPANY: -------------------------- ADDRESS: ------------------------------ TELEPHONE: ----------------------------- ST ATE CONTRACTOR'S LICENSE NO .: MAY 2019 CP7-SR-1 A-19-00 -------------------- P -4 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned , intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060 . Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS List Item Number 1) (Electrical) 2) (Plumbing) 3) (HVAC) 4) 5) 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: MAY2019 CP7-SR-1A-19-00 SD-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned , ________ _ ______________________ as Principal, and _____ _ ________________ as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of _________________ for the payment of which , well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this __ day of ________ , 20 __ . The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the 18080 FOSTER WELLS FORCEMAIN IMPROVEMENT$. NOW THEREFORE, (a) If said BID shall be rejected , or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID . Then , this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall , in no event, exceed the penal amount of this obl igation as herein stated. The Surety, for value received, hereby stipu lates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above . Principal Surety By: IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington . MAY2019 CP7-SR-1A-19-00 BB-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.... CITY OF PASCO 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 . MAY2019 CP7-SR-1A-19-00 NC-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS . ' ' j ,..... ,..., ..... ...., CITY OF PASCO MAY2019 CP7-SR-1A-19-00 CONTRACT REGULATIONS Contract Performance Bond State Wage Rate Reference 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS • I ' \ • j • j -. STATE OF WASHINGTON ~ . ... WITNESSETH: .-;. ' ~ .. -._. .. ";1 ~ ... ~~. That whereas, the City has caused to be prepared certain plans and spe)i!piions for ·\-:_~, im~vements in and for the City of Pasco and the Contractor did on the -day of .rt ....... ~ , 2019, file with the Office of the City Clerk of the City of Pasco, Washington , ~~· a Proposal to furnish all equipment, labor, materials and appurtenances and to pay for the same, , ~~,_,.._ and agreed to accept for and in full consideration of the sums fully stated and set forth in said ~j Proposal as full compensation for the completed work. WHEREAS , the said plans , specifications and proposal fully and accurately described the terms and conditions upon which the contractor proposes to furnish said equipment, labor, tools , materials and appurtenances and perform work, together with the manner and time of furnishing the same. It is therj{& agreed, fi1i that a copy of said specifications, plans and proposal , filed as aforesaid on the day of ..._\ill < , 2019, be attached hereto and the same are hereby made the items and conditions of this agreement by and between the City and Contractor in all matters and things therein set forth and described ; and further that the City and the Contractor accept and agree to the terms and conditions of said plans, specifications and proposal as filed as completely as if said terms and conditions and plans are herein set out in full. ' I ,... CITY OF PASCO PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned , C & E Trenching, LLC Bond No. 8D762467 as principal, and Nationwide Mutual Insurance Company a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of $4,768,614.05 * for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators, or personal '-representatives , as the case may be. • Four Million Seven Hundred Sixty Eight Thousand Six Hundred Fourteen and 05/100 Dollars This obligation is entered into a pursuance of the statutes of the State of Washington , and ordinances of the City of Pasco . Dated at _______ , Washington, this ___ day of ________ , 2019. Nevertheless, the conditions of the above obligation are such that: WHEREAS , pursuant to action taken by the City Council of the City on_____ , 2019, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said C & E Trenching , LLC , the above bounden principal , a certain contract, the same contract being numbered CP7-SR-1A-19-00 and providing for 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS (which contract is referred to herein and is made a part hereof as though attached hereto). WHEREAS , the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. NOW, THEREFORE, if the said C & E Trenching, LLC shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth , or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors , and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work , and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work , and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void ; but otherwise it shall be and remain in full force and effect. MAY2019 CP7-SR-1A-19-00 PB-1 C & E Trenching , LLC i,k~ Contractor 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS ' - ..... -, Power of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mu tual Insurance Company, an Ohio corpora tion AMCO Insuran ce Company, an I owa corporation A llied Property and C asualty Insurance Company, an Iowa corporation hereinafter referred to severally as the ·company· and collectively as "the Companies· does hereby make, constitute and appoint: CHARLES E. HUDON JACQUELINE F. HERNANDEZ KIRSTEN JORDAN KIMBERLEY A. FALL JODI CLAYTON PASCO WA each in their individual capacity, its true and lawful attomey-1n-tact, with full power and authority lo sign, seal, and execute on its behalf any and all bonds and undertakings, and other obligatory instruments of similar nature. in penalties not exceeding the sum of FIVE MILLION AND NO/100 DOLLARS S 5,000,000.00 and to b i nd lhe Company thereby, as fully and to the same extent as i f such instruments were signed by the duly authorized officers of the Company; and all acts of sai d Attorney pursuant to the authority given are hereby ratified and confirm ed . This power of allorney is made and executed pursuant to and by authority of th e following resolution duly adopted by the board of directors of the Company: "R E SOLVED. that the p reside nt, or any vice president be, and each hereby is, authorized and empowered to appoint attorneys-in-fact of the Company. and to authorize them to execute and deliver on behalf of the C o m pany any and all bonds, fom1s , applicalio ns, memorandums. undertakings, recognizances, transfers . contracts of indemnity , policies, contracts guaranteeing the fidelity of persons holding positions of publ ic or private trust. and other \/\ll'it 1ngs obligatory in nature that the business of the Company may require: and to modify or revoke. with or without cause, any such appointment 0< authOrity. provided, however, th at the authority g ranted hereby shall In no way limit the au thority of other du ly authorized agents to sign and countersign any of said documents on behalf of lhe Company." "R ESOLVED FURTHE R. that such attorneys-in-fact shall have lull power and authority to execute and deliver any and all such documents an d to b ind the Company subject to the terms and lim itat ions of the power of attorney iss ued to them. and to affix the seal of the Company thereto ; provided. however. t hat said seal shall not be necessary for the validity of any such documents ." This power of attorney is signed and sealed under and by the following bylaws duty adopted by the board of directors of the Company. Execution of Instruments Any v ice p resi dent, any assistant secretary or any assistant treasurer shall have the power and authori ty to sign or attest all approved documents. instruments , contracts, or other papers in connection with the operation of the business of the company In addition to the chalnnan of the board the chief executive officer. presi dent. treasurer o r secretary: p rovided, however, the si gnature o f any of them may be printed , engraved, or stamped on any approved document. contract. instrument. or other papers of the Company. IN WITNESS WHEREOF. the Company h as caused this instrument o sealed and duly attested by the signature of its officer the ~day of February 20 19. K-.~c)A.. Antonio . Albanese. Vice President of NatlonWlde Mutual Insurance Company, AMCO Insurance Com pany. Allied Property and Casualty Insurance Company ACKNOWLEDGMENT STATE OF NEW YORK. COUNTY OF NEW YORK. ss On this Z.Z:..day of F ebruary, 2019. before me came the above-named officer for the Company aforesaid . to m e personally known to be the officer described in and who executed the preceding Instrument, and he acknowledged the executi on of the same, and being by me duly sworn. deposes and says, that he is the officer or the Company aforesaid , that the seal affixed hereto is the corporate seal of said Company, and the said corporate seal and his signature were duly affixed and subscribed to said instrument by the authority and direction of said Company. ~uunnt C. ~lk> Notl ,Y Publjc. St alt ol New YtM"i. ~o. 020(115 l26k9 Q11aUfltd in WulCMstar Count-, Co,nms"'°" Expirb Sl'pt,mba, 16, 102 1 CERTIFICATE My (orn,n,q.on E.colru s.:uff'f\Otf H . lOJ l I. Laura B . Guy, Assistant Secretary of the Company, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney issued by the Company; that the resolution Included therein is a true and correct transcrip t from the minutes of the meetings of the boards of directors and the same h as not been revoked or amended in any manner: that said Antonio C . Albanese was on the date of the execution of the fOfegolng power of attorney the duly elected off,cer of the Company. and the corporate seal and his s ignature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors ; and the foregoing power of attorney is still in full force and effect. IN ~ITNESS WHEREOF, I have hereunto subscribed my name as Assistan t Secretary, and affixed the corporate seal of said Company this ~ ~~ B-6-ry__, .. __ , -~2,._._0,..1_0...,. __ _ day or Assistant Secretary BOJ 1 (02-19)00 23809 ___......--i, C&ETREN-01 CMOORE ACORD" CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/D D/YYYY) ~ 7/11/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND , EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject t o the terms and conditions of the policy, certain policies may require an endorsement. A statement on this ce rtificate does not confer r i ahts to the certificate holder in lieu of such endorsement(s). PRODUC ER S~lil~CT Richland Office rt8,NJo, Ext): (509) 946-6161 I r..e~. No):(866) 215-4862 PaKneWest Insurance, Inc. ~~n ~~CC , 39 Bradl°w Blvd. Richland, A 99352 INSURER{Sl AFFORDING COVERAGE NAIC# IN SURER A : Western National Mutual Insurance Co 15377 INSURED INSURER B: C & E Trenching, LLC INSURER C: PO Box 3788 INSURER D: Pasco, WA 99302 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER· REVISION NUMBER· THI S IS TO CERTIFY THAT THE POLI CI ES OF IN SURANCE LI STED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED . NOTWITH STANDING ANY REQUIREMENT, TERM OR CONDITI ON OF ANY CONTRACT OR OTHER DOCUM ENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTA IN. THE INSURANCE AFFORDED BY THE POLICIES DESCRI BED HEREIN IS SUBJECT TO ALL TH E TERMS, EXCLUSIONS AND CONDITIONS OF SUC H POLIC IES. LIMITS SH OWN MAY HAVE BEEN REDUCED BY PAID CLAIM S. INJf TYPE OF INSURAN CE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS ,uc " =•" . A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1,000,000 -D CLAIMS-MADE [Kl OCCUR g,,~~U9c~ENTED 100,000 X CPP111675804 5/20/2019 5/20/2020 s -5 ,000 MED EXP (MY one oersonl s X Blnkt Addi Insured PERSONAL & ADV INJURY s 1,000,000 -2,000,000 A L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s POLICY [Kl ~IB • LOC PRODUCTS • COMP/OP AGG s 2,000,000 OTHER: WA STOPGAP s 1,000,000 A ~TOM OBILE LIABILITY fEO~BIJ'!.~~-~INGLE LIMIT s 1,000,000 X ANY AUTO CPP111389204 5/20/2019 5/20/2020 BODILY INJURY IPer oerson\ $ -OWNED ~ SCHEDULED -AUTOS ONLY -AUTOS BODILY INJURY (Per accidenll s X HIRED X ~t~1i'~Jt~ f~?~i%1;,':;t~AMAGE $ -AUTOS ONLY -$ A X UMBRELLA LIAB ~OCCUR EACH OCCURRENCE $ 5,000,000 -UMB101904804 5/20/2019 5/20/2020 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s OED I X I RETENTION$ 10,000 s WORKER S COMPENSATION I ~frnTF I I ~~H-AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNE R/EXECUTIVE • E.L. EACH ACC IDENT s OFFICER/MEMBER EXCLUDED? N /A (Mandatory In NH) E.L. DISEASE · EA EMPLOYEE s ~li";;~rt{[~ 'iJ't<gPERATIONS below E.L. DISEASE · POLICY LIMIT s A Rent/Lease Equipment CPP111675904 5/20/2019 5/20/2020 Pol Limit 450,000 A I nstallation Floater CPP111675904 5/20/2019 5/20/2020 Pol Limit 250,000 DE SC RIPTION OF OPER ATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Addi tional Rema rks Schedule, may be allllc hed if more space Is req uired) RE : Project#CP7-SR-A-19-00 Foster Wells Foremain Improvements. City of Pasco and others as required by written co ntract are included as Additional Insureds per form s WNGL49 & WNGL50 attached. r r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Pasco THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Public Works-Engineering P.O. box 293 Pasco, WA 99301 AUTHORIZED REPRESENTATIVE (!)Wft{m~ I ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reser ved. The ACORD n a me and logo are registered marks of ACORD .... .... POLICY NUMBER: CPP111675804 COM IVIERCIAL GENERAL UABUTY WNGL 500715 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ ff' CAREFULLY. AIDOITIONAl I SURED -OWNERS, L E SSEES OR CO irAACTORS --CO tiPLETEIO OPERA TDONS IPR!ftliARV AND NONCONTR!BUTOR V COMMERCIAL GENl:RAL LIABILITY COVERAGE PART SCHEDULE Nnme Of Additional Insured Per.on(G) Loaltion And Description Of Completsld ()pe,atlOM Or• .. -. : PER WRITTEN CONTRACT OR AGREE-Pffl WRITTEN CONTRACT Ofl MENT WHERE YOU AGRE.ED TO NAME AGREEMENT WHERE YOU AGREED TO A PARTY OR PARTIES AS NAME A PARTY OR PARTIES AS ADDITIONAL INSUREOfS) ADOrTJONAl INSUflED(SJ Information l'll!nuired to comDlete this Schedule. it not shown above.. wlll be s~ tn ttl2 C>ecJaratil,ns. A. $Qeti0n n -Who 1$ A n tnGMrod Is llrMnded l o indvd.? ;.is ~., ~rtionsl Insured tm ~on(s) or o~"llw:>n(s) shown in the ScheWle, lnlt only Wflh ~ to llahffity for "bdy injury" « "JJ!'CP- eriy darru;ige" CIUS¢, Ill whola or in part. by "your wort<-;rt the loaition ~dad ~n d cle- i.cribw In tl'2 ~ of tms endommlent per- formed for thst &dd"ltioRal lnsurell ~mf nc!tKl:ad en 1he ~products-aim~ 0p2r.!ltions hazard". However: 1 . The insurance aiotded to SUth sddition&l in- sured Oft, mpplleS to the extent f)ffln lttetf by law; and ~ 2 . If coverage provided to the ~Cfon£1 insured is required by 2 cooo-act or aereermnt. the inst.ranee afforded to such sddltlonal insu1ed will not be broader than lhat which you .sre requked by the -contract or agreement to pro- vide for such additional Insured. IJ . With res ~ to the lnsw-ance affotckd to th2Se ~ d'rtk>ni l Insur~. th2 fo..'bwing additional e11clusion !lpp!i2$; This msurance c2oes not ap;,ty to: 1. •a otmy i,njury". "PrOPertY damage• or •~s<>MI ;ind advertsing Injury" ansing OU1 of the r.:nder- llti.! cf, O'l ~ failure to render, i!lrl)' professiond 1.1rchitactural. enginwlng or uveying ser\lices, including: c:. Th! pr~ring, ilpl)fOWIQ, or faf!ng to pre- pare or approve. maps, shop drawings, opinions. ~. surveys. field orders. change orders or drawings ald speci(ka- tions; or b . Supefvjsory, nspeclion, archllecllnl or en- gineering actMtiel. WN GL 50 07 16 Includes c:opr,tghtod marerW of frw,r•nco Stmcos Office, Inc., wfth ltt penninion. Pc:gt 1 of 2 .... -, -, ..... .... ...., ThiS exclusion ~ even I the claims ap1nst -. addliaNd mlftd a12ge neg11genee or DCher wrongdoing In thz ~ hlrfng. ~ training or ffl0I ator' .. ""lJ of GChers by fllt lnslftd. If the ~Cllff'eflCe• which caused 1he "bodly i1ur)"' or "pn,)perty «.n- •·• ot lhe ollnse v.flich caused the~ ., al'ld lldYel1lsing injLly", lrwdved 1he render· Ing of or falkn to render any pn,liassfonal services by )'GU with respect to yow pnwidlng etlgNerlng. ~ or surveyirw sav- lces In yow-capactty as an enginler. BChilect or SUMl)<'Or, c. With raped IO the Insurance dforded to these 116- diUDnal minds. lie following Ii lldded to 5octfon 11-Ulllfts Of Insurance: If coverage ~ 10 the lldcl1onal lnSUl'ed Is re- quln!d ~ • connct or agreement, the most we wll pay on behalf of the addiliGNII ~ is: 1. The mnmm amount ~ by the conlraCt «~.or 2. TM l..mls or rnsurance shown in the DecJara.. tlons; llllhchevetlsless. This endol'Hmtnt shall not ~ 1he appicdte Limits of Insurance shown in the Declarations. D. The tolowing is added IO lie otlw lnsuranco Condllkln and S44)11Ndes ~ prOYision 1D the CDdnly: Prllnafy And NonconlrfbulD,J IM!Uflilfteti This nannce 1s Pffl\ll!'Y to anct w1 not seek conlrldon tom 11ry octier nsurance 8Vllllable lo an addltioNI nunid la1der 'JOI po!lcy ~ vldedlhlt (1) The adcilional inl&Nd Is a Named Insured under such altler rnsurarn; ,nd (2) You have ag,eed in Wltlng In a contract or agreement that this tnswance wtdd be pri- mary and W0l-'t not seek comlbl.«ion from a,y olher Insurance avelable lo Iha addltlon- al ilslftd. WN GL 60 07 16 lnc:ludu copyrighted mat11rlol ot lnaur•nae Setvioet Oftlc:e, fie., with !ta pellniulon. Pcge 2 of 2 ..... ..., ..., ,.., ...., N 0 0 0 0 COMMERCIAL GENERAL LIABILITY WN GL 49 0715 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -AUTOMATIC STATUS WHE N REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU PRIMARY AND NONCONTRIBUTORY This endorsement modifies insurance provi.ded under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II -Who Is An Insured is amended to in- clude as an additional insured any person or or- ganization for whom you are performing opera- tions when you and such person or organization have agreed in writing in a contract or agreement that such person or or ganization be added as an additional insured on your policy. Such person or organization is an additional insured only with re- spect to liability for "bodily injury". "property dam- age" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions : or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additi onal insured a , e com- pleted . However: 1. The insurance afforded to such additional in - sur ed only a pp lie s to th e extent pe, m ilted by law; an d 2 . If coverage provided t o th e additional insur ed is required by a contract or agreement. the in- surance afforded lo such ar;ldit ional msured will not be broader than that vh1ich you are re- quired by the contra ct or agreement to provide for s uc h additional in su ,ed. B . With respect to the insurance afforded to these ad- ditional insureds, the following additional exclusion applies: This insurance does not apply to: 1 . "Bodily injury", "property da mage" or "personal and advertising injury" aris ing out of the ren - dering of. or the failure to render , any profes- sional architectural, engineering or surveying services. including : a. The preparing, approvi ng, or faihng to pre- pare or approve . maps . shop drawings. opinions, reports . surveys . field orders. change orders or drawings and specifica- tions : or b. Supervisory, inspection , architectura l or engineering activities. This exc lu sion applies even if the claims against an add itio nal insu red allege neglige nce or other wrongdo ing in the supervision . hiring , employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily inju ry" or "prope rty dam- age". or the offense which caused the "person- al and advertising injury". involved the re nder- ing of or fa ilu re to render any professional services by you w ith respect to your providing engineering. architectural or surveying serv- ices in your capacity as an engin~er, architect or surveyor. 1- WN GL 49 07 15 In c ludes c o pyr igh1ed ma1e r i al o f Insurance Servi c es Offi ce , Inc., with 11s p ermission. Page 1 of 2 ~ .. , . . . ..., ..... 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials , parts or equipment furnished in connection with such work. on the project (other than serv- ice. maintenance or repairs) to be per - formed by or on behalf of the additional in- sured(s) at the location of the covered op- erations has been completed; or b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or or- ganization other than another contractor or subcontractor engaged in performing oper- ations for a principal as a part of the same project. C. With respect to the insurance afforded to these ad- ditional insureds. the following is added to Section Ill -Limits Of Insurance: If coverage provided to the additional insured is re - quired by a contract or agreement. the most we will pay on behalf of the additional insured is : 1. The minimum amount required by the contract or agreement; or 2. The Limits of Insurance shown in the Declara- tions: whichever is less . This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations . D. The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek any contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance: and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insuran ce avai lable to the additional insured. WN GL 49 07 15 Includes copyrighted mat erial o f Insurance Se rvices Office, Inc .. w it h its perm ission. Page 2 of 2 I ' ~ ..... , ... -~ ..... , ' . -~ ~ 1'·, . • ~ ... • .. . ..;_ _. •• ,,_,(. I . . ~ - .. . ,.. -,•,h~l • ,,. ~ ' . r•.,.. ~ -. .......... r . • • .. -. -.. _..... . ,. .. ,. .. CITY OF PASCO .,, . . .. "... , ,. · ·I · .._. _ .. t .._.;.._ ·-. --. . . . . . • • ' J> . # . . ., . . .. ' • ,. . .. ...... • ... d-... - PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: ,J • . • . ~ .. . --.. -a.:.. ~-•I • ... ..,--~ -- • If • \ -· 1 · • _-I•, -' • , • ... •'- ~ ~ \.-v .s •r: 4 • That we , the undersigned, ----"~-.::..a..a.......a.__;~=--...:...:.-'------------'----'------ as principal , and ______________________ a corporation organized and existing under the laws of the State of Washington , as a surety corporation , and qualified under the laws of the Stat e of Wash ington to become surety upon bonds of contractors with Municipal Corporations , as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of ______________ for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators, or personal representatives , as the case may be . This obligation is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco . Nevertheless, the conditions of the above obligation are such that: WHEREAS , pursuant to action taken by the City Council of the City on ____ _ the Mayor and City Clerk WHEREAS , the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. NOW, THEREFORE , if the said ______________ shall faithfully perform all of the provisions of said contract in the manner and within the time there in set forth , or within such extensions of the time as may be granted under the contract, and shall pay all laborers , mechanics, subcontractors , and material men , and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold sa id City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal , or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco , then and in that event this obl igations shall be void; but otherwise it shall be and rema in in full force and effect. Approved as to Form: • l ' . . _ ... ., 1 • ·"' . ,., ~ . I -t •• .. : " . -. . . . ,, CITY OF PASCO . ' I . , . WASHINGTON STATE PREVAILING WAGE RATE REQUIREMENTS -· • •• . ~ The current Wage Rate Schedule for Franklin County, as determined by the State of Washington Department of Labor and Industries is incorporated herein . Contractors and Subcontractors shall pay workers no less than the prevailing wage rate for a given category of work . All Work performed on this project will be subject to the state prevailing wage rates . The Contractor and subcontractors shall submit a Statement of Intent to Pay Prevailing Wages prior to notice to proceed. Receipt of approved Statement of Intent shall be a condition of processing progress payments. Filing may be made online at the Department of Labor and Industries website: http://www.lni .wa.gov/TradesLicensing/Pr evWaqe/lntentAffidavits/default.asp. ..,_, •·"' ... _ .. • • ...., •L-., •~.ill r • • ,..,..a_. I . ". . . ... .. .. -· . . - ~ • J . . -. "" . , ' . . , ... -- ... . . ~ .•. . \ ~ . -.. , .. .. C. ~~•_.•I . .. -.. ~ -~[~· ... ,..., ,_ -, --, CITY OF PASCO CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS DIVISION 1 MAY2019 CP7-SR-1A-19-00 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Pregualification of Bidders (Aug ust I , 2 002 COP GSP) Supplement Section 1-02.1 with the following: Bidders and Sub-contractors shall be pre-qualified in accordance with Pasco Municipal Code 14. IO 'Qualification for Public Works Construction ' 1-02.2 Plans and Specifications (No vembe r 4, 1997 COP GSP) Delete Section 1-02.2 and replace it with the following: For projects issued by the City of Pasco, copies of plans and specifications (bidding documents) will be on file in the office of the Engineer and may be obtained , at the City, at the cost defined in the Invitation for Bid. After award of the contract, five (5) sets of plans and specifications will be issued without charge. MARCH 2019 CP7-SR-1A-19-00 SS-4 18080 FOSTER WEL LS FORCEMAIN IMPROVEMENTS ,.., .... ,..... ,_, ...,. ....., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for , but are not limited to, unit prices; extensions; summations; the total bid amount; signatures: date; and , where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name , address, telephone number, and signature; the bidder's O/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand. preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms w ith alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified . 1-02.6 Preparation of the Bid Proposal (June 2 7, 2011 A PWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been establi shed for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5 . Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph , and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any O/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any O /W/MBE requirements are to be satisfied through such an agreement. MARCH 2019 CP7-SR-1A-19-00 ss -5 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS (May 1, 2012 COP GSP) Revise the fifth paragraph, numbered item I. to read: The Bidder shall li s t all Subcontractors who will perform work on the Subcontract Disclosure Form. 1-02.8 Noncollusion Declaration (November 4, 1997 COP GSP) Supplement Section 1-02.8 with the following: A Non-collusion Declaratio n (Certificate) is required. 1-02.9 Delivery of Proposal (October 1, 2005 APWA GSP) Supplement Section 1-02.9 with the following: Bid bonds shall be submitted on the form supplied by the Contracting Agency. 1-02.14 Disqualifications of Bidders (November 4, 1997 COP GSP) Supplement Section 1-02.14 with the following: 11. The Bidder's Statement of Qualifications is found to be in error, questionable, or not in the best interest of the City. 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise Section 1-02.15 to read: Before awarding any contract, the Contracting Agency may require o ne or more of these: I. A complete statement of the origin , composition, and manufacture of any or all materials to be used, 2 . Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item , 5. Attendance at a conference with the Engineer or representatives of the Engineer, MARCH 2019 CP7-SR-1A-19-00 SS-6 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ..... ,.., ,.... ..... ,..., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AW ARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bid (Janua,y 23, 2006 APWA GSP) Revise the first paragraph of Section 1-03.1 to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract (Janua,y 1, 2010 C OP GSP) Revise Section 1-03.2 to read: Normally, Contract Award or Bid rejection will occur within 60 calendar days after Bid opening. If the lowest responsible Bidder and the Contracting Agency agree, this deadline may be extended. If they cannot agree on an extension by the 60-calendar day deadline, the Contracting Agency reserves the right to Award the Contract to the next lowest responsible Bidder or reject all Bids . The Contracting Agency will notify the succes sful Bidder of the Contract Award in writing. 1-03.3 Execution of Contract (Janua,y 1, 2010 COP GSP) Revise Section 1-03.3 to read: Within l.Q-calendar days after the Award date, the successful Bidder shall return the s igned Contracting Agency-prepared Contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before MARCH 2019 CP7-SR-1A-19-00 SS-7 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS execution of the Contract by the Contracting Agency, the successful Bidder shall provide any pre-Award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a Contract, no Proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the Bidder experiences circumstances beyond their control that prevents return o f the Contract documents within l..Q-calendar days after the Award date, the Contracting Agency may grant up to a maximum of lQ additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 APWA CSP) Revise the first paragraph of Section 1-03.4 to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond sha ll : I. Be on a Contracting Agency-furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract b y the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor ( or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perfom1 the contract, or b. Of the Contractor ( or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides s upplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements {sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation {i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). MARCH 2019 CP7-SR-1A-19-00 ss -8 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ..., - ,... CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 3, 2014 COP GSP) Revise the second paragraph of Section 1-04.2 to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., I pres iding over 2, 2 over 3, 3 over 4 , and so forth): I . Addenda, 2. 3. 4. 5. 6. 7. Proposal Form, Special Provisions, Approved Construction Plans, C ity of Pasco Amendments to the Standard Specifications, Amendments to the Standard Specifications, Standard Specifications, 8. Contracting Agency's Standard Plans or Details (if any), and 9. WSDOT Standard Plans for Road, Bridge, and Municipal Construction . 1-04.7 Differing Site Conditions (Changed Conditions) (January 1, 2010 COP GSP) Supplement Section 1-04. 7 with the following: The Contractor may perform test pits to investigate subsurface conditions during the bidding phase with approval from the Engineer. 1-05 CONTROL OF WORK 1-05.4 Conformity with Plans, Stakes, Deviation (January 1, 2012 COP GSP) Supplement Section 1-05.4 with the following: The Contractor s hall provide a surveyor, licensed to practice in the State of Washington, for all project surveying. The Engineer will provide any survey control and benchmarks used in the creation of the construction drawings. Unless otherwise provided for in the bid proposal, all costs for project surveying shall be included in the cost of other bid items. The stationing marked in the field for construction staking shall match the stationing on the construction drawings. MARCH 2019 CP7-SR-1A-19-00 SS-9 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS "Blue Top" stakes shall be provided for subgrade and top course, on the roadway center line, at a minimum of SO-foot stations on tangent sections and 25-foot stations on horizontal curves, vertical curves, and through intersections. "Blue Top" stakes shall also be provided at the quarter crowns, matching the centerline spacing, for all cross sections 40 feet and wider. When concrete curb and gutter exists or is installed with the project, "Blue Top" stake elevations shall be referenced to the curb elevations and may vary slightly from the construction drawings to achieve the required crushed surfacing thicknesses and roadway cross slopes. The Engineer reserves the right to check or have checked all project surveying. If the surveying is determined to be incorrect, the Contractor shall bear all costs associated with checking the surveying. If the grades are found to be correct, the Contractor will be compensated for costs and lost time in accordance with Section 1-04.4. 1-05.6 Inspections of Work and Materials (January 1, 2010 COP GSP) Supplement Section 1-05.6 with the following: The Engineer or his representative may not be on the job site full-time. The Contractor shall follow the approved construction plans and specifications, schedule, and request inspections and testing at the appropriate times as required herein. The Engineer will make an effort to provide inspections on short notice, but if unable to, the requirements for proper notice shall apply. The project schedule prepared by the Contractor and approved by the Engineer shall also be used as a guide for the Contractor to schedule inspections. The Contractor shall provide 48 hours of response time to a request for inspections and 48 hours for testing, but in no case shall there be more than 72 hours notice. The request shall state the date and approximate time the inspection or test is requested. If the Contractor has requested two (2) inspections or tests and is not prepared for said inspection or test, the Contractor shall pay the costs for any additional improperly scheduled requests. At the beginning of the project, or each applicable construction activity, the Contractor shall meet with the Engineer and establish a minimum l 00 feet of product, in the field , which meets the specifications. This work includes: survey staking and control, pavement cuts, utility trenches, trench bedding, pipe installation, backfill, patches, curb and gutter alignment, grade and finish, sidewalk finish , paving finish , and any other activities determined by the Engineer to be important to the project. No major amount of work shall proceed until this is established. This does not waive the Contractor's requirements in the specifications for quality control or materials used. Inspections and testing are mandatory for acceptance of backfilling any utility trenches ; placing base course and top course for streets; paving: placing sidewalks, curbs and gutters, sewer and water line installation. MARCH 2019 CP7-SR-1A-19-00 ss -10 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ...., ..... , CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-05.7 Removal of Defective and Unauthorized Work (Octob er 1, 2005 APWA GSP) Supplement Section 1-05. 7 with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation , the Engineer may have the defective and unauthorized work corrected immediately, the rejected work removed and replaced , or have work the Contractor refuses to perfom1 completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform , shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction , removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the prov1s10ns of this section shall not diminish the Contracting Agency 's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. (January 1, 2012 COP GSP) Supplement Section 1-05.7 with the following: For new roadway/street construction and overlay projects, HMA work rejected shall require the replacement of the entire road or street width from block to block or as approved in writing from the Engineer. For trench patching, HMA work rejected shall require the replacement of the entire patch width from block to block or as approved in writing from the Engineer. MARCH 2019 CP7-SR-1A-19-00 ss -11 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-05.11 Final Inspection Delete Section 1-05.11 and replace it with the following: 1-05.11 Final Inspections and Operational Testing 1-05.11(1) Substantial Completion Date (January 1, 2012 COP GSP) The Contracting Agency has the right to use any and/or all work prior to Substantial Completion. Utility castings shall be raised to final grade and final patching shall be completed prior to issuance of Substantial Completion. When the Contractor considers the work s ubs tantially complete, the Contractor s hall notify the Engineer in writing, requesting the Engineer establish the Substantial Completion Date. The Contractor's request shall li st the specific item s of work to be completed in o rder to reach phys ical completion. Upon receipt of the Contracto r's request, the Engineer will schedule an inspection of the work. The Engineer may also establish the Substantial Completion Date unilaterally. After thi s inspection, the Engineer will notify the Contractor in writing concurring in or deny ing Substantial Completion. Upon receipt, the Contractor shall provide the Engineer with a revi sed schedule and pursue without unauthorized delay the work necessary to reach s ubstantial completion. The process shall be repeated until the Engineer establishes the S ubstantial Completion Date. Once the substantial completion date has been established, the Contractor s hall work without delay to reach physical completion. Any defective work found after Substantial Completion and prior to Final Acceptance shall be considered contract work. 1-05.11(2) Final Inspection and Phvsical Completion Date (October 1, 2005 APWA GSP) When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice shall request th e E ngineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final in s pection reveals the work incomplete or unacceptable. The Contractor shall immediately take s uch corrective measures as are necessary to r e medy the li sted deficiencies. Con-ective work s hall be pursued vigorously, diligently, and without interruption until physical completion of the li sted deficiencies. MARCH 2019 CP7-SR-1A-19-00 ss -12 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS .... ,.., ,.., ,.., ....., ., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS This process will continue until the Engineer is satisfied the li sted deficiencies have been corrected . If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to WSDOT Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing (October 1, 2005 APWA GSP) It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completi on Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully comp lete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.12 Final Acceptance (January 1, 2010 COP GSP) Revise the third sentence of the first paragraph of Section 1-05. I 2 to read: MARCH 2019 CP7-SR-1A-19-00 ss -13 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS The City Council accepts the completed Contract and the items o f Work shown in the final estimate by signature of the Final Contract Voucher Certification. (Janua,y 1, 2012 COP GSP) Supplement Section 1-05.12 with: The City shall issue a statement of Final Acceptance at project completion . Work performed by City forces, when a contractor fail s to conform to the requirements of 1- 05. I I , in which reimbursement to the City has not been made, will be withheld from the final payment. A 60-day appeal period will begin the day after final acceptance. The retainage shall be released after the appeal period and in accordance with Washington State R.C.W .'s. (See 1-09.9(1) Retainage) Add the following new section: 1-05.12(1) One-Year Guarantee Period (Marc h 8, 2013 APWA G SP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance o f the Work. The C ontractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete s uch work within the time stated in the Contracting Agency 's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency 's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accompli sh corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defe cts in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05.13 Superintendents, Labor and Equipment of Contractor (Aug u s t 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. MARCH 2019 CP7-SR-1A-19-00 ss -14 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,..., ,-, ...., ..., ,-, CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS Add the fo llowing new sect ion : 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor s hall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. (October 3, 2014 COP GSP) Supplement with the following: If City water is used for any work related to thi s project, a Fire Hydrant Meter and Gate Valve will need to be obtained from the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The C ity will charge the Contractor for any water used in the construction of the project. Any water used for this project s hall be considered incidental to construction and will be paid per Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other C ity owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 A WPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.2(1) Samples and Tests for Acceptance (January 1, 2012 COP GSP) Supplement Section 1-06.2( I) with the following: MARCH 2019 CP7-SR-1A-19-00 ss -15 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS The Engineer may designate a third party testing agency to perform sampling and testing. The Engineer shall be notified 48-hours in advance of all testing. If work is rejected due to test failure , the Contractor shall remove and replace the rejected work. If the work fails testing again , all costs for further testing shall be bo rne by the Contractor. The costs for samples and testing shall be borne by the owner for all projects that are not City-constructed projects. 1-06.2(2) Statistical Evaluations of Materials for Acceptance (November 4, 1997 COP GSP) Delete Section 1-06.2(2) 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (Octob er I , 2005 APWA GSP) Supplement Section 1-07 . I with the following: In cases of conflict between different safety regulati o ns, the more stringent regulation shall apply. The Washington State Department of Labor and Industrie s s hall be the sole and paramount administrative agency responsible for the administration of the provisio ns of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor s hall 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, publis h, and make known to all employees, procedures for ens urin g immediate removal to a hospital, or docto r's care, persons, including employees, who may have been injured on the project s ite . Employees s hould 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 respon s ibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resu ltin g 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 s hall not, be intended to include review and adequacy of the Contractor's safety measure s in , on, or near the project s ite . MARCH 2019 CP7-SR-1A-19-00 ss -16 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS r ..... ,.., ,..., ....., ,..., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (Jun e 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07 .2(1) through I -07 .2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts . In some cases, however, state retail sales tax will not be included. Section 1-07 .2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051 ). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax -Rule 171 WAC 458-20-171 , and its related rules , apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power line s when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax -Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system ; telephone, telegraph , electrical power distribution lines, or other MARCH 2019 CP7-SR-1A-19-00 ss -17 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason , the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07 .2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations 1-07.5(1) General (Janua,y 1, 2012 COP GSP) Supplement Section 1-07 .5( I) with the following: 4. Dumping of material removed from catch basins and other storm drain structures into the right of way, sanitary sewer or storm drain system is prohibited. Contractor's caught disposing of materials in this manner will be assessed damages and may have their prequalification status revoked. 1-07 .9 Wages 1-07 .9(1) General (November 11, 1997 COP GSP) Supplement the eighth paragraph of Section 1-07.9(1) with the following: The Contractor shall pay all required fees established in WAC 296-127-045 and consider said fees incidental to the project. MARCH 2019 CP7-SR-1A-19-00 ss -18 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,... ...... ,.... ,_, ,.., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-07 .17 Utilities and Similar Facilities (January 1, 2012 COP GSP) Supplement Section 1-07 .17 with the following: Only City personnel shall operate water system valves. Where the location of the work is in proximity to overhead wires and power lines, the Contractor shall coordinate all work with the utility and shall provide for such measures as may be necessary for the protection of workmen. Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. In addition to the requirements of RCW 19.122, the Contractor shall use surface features and other evidence in determining the approximate utility location prior to excavation. The Contractor shall hand dig to expose known utilities. 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 24, 2011 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State In surance Commissioner purs uant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the tem1 of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If an y insurance policy is written on a claims made form , its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, o r economically prohibitive, the Contractor shall purchase an extended reporting period MARCH 2019 CP7-SR-1A-19-00 SS-19 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self- insurance, or insurance pool coverage. F. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any insurance policy. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand , or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess; contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. MARCH 2019 CP7-SR-1A-19-00 ss -20 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,..., ,.., ,-, ,-, ,..., ,..., ,..., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07. I 8(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence oflnsurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: I. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. 3. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability In surance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations -for a period of one year following final acceptance of the work. Personal/ Advertising In jury Contractual Liability Independent Contractors Liability Stop Gap / Employers ' Liability Explosion, Collapse , or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) MARCH 2019 CP7-SR-1A-19-00 ss -21 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $1 ,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1 ,000,000 Di sease -Policy Limit $1 ,000,000 Disease -Each Employee 1-07 .18(5)B Automobile Liability Automobile Liability for owned, non-owned , hired , and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1 ,000,000 combined s ingle limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers ' Compensation coverage as required by the Indu strial In s urance laws of the state of Washington. 1-07.23 (1) Construction Under Traffic (January I , 2010 COP GSP) Delete the second paragraph of Section 1-07.23(1) m its entirety, and replace it with the following: To disrupt traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least p ossible inco nvenience o r delay. The Contractor shall maintain existing roads, streets , sidewalks , and paths within the project limits , keeping them o pen and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. The Contractor shall also maintain roads, streets, sidewalks , and paths adjacent to the project limits when affected by the Contractor's o perations. The Contracto r shall perform the following: 1-07.24 Rights of Way (October I , 2005 APWA GSP) Delete Section 1-07.24 in its entirety, and replace it with the following: Street right of way lines , limits of easements, and limits of construction permits are indicated in the Plan s. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. MARCH 2019 CP7-SR-1A-19-00 ss -22 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS .... ,.., ,.., ,.., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS Generally, the Contracting Agency will have obtained , prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid D o cuments or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities , storage of materials, or other Contractor need s . However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS Add the following new section: MARCH 2019 CP7-SR-1A-19-00 SS-23 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: I. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work ; 5. To review safety standards and traffic control ; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: I. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material so urces for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be s ubmitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 48 hours prior to the day(s) the Contractor is requesting to change the hours. MARCH 2019 CP7-SR-1A-19-00 SS-24 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ,... CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS If the Contracting Agency approves such a deviation, such approval may be subject to certain o ther conditions, which will be detailed in writing. For example: I. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the co sts in excess of straight-time costs for Contracting Agency representatives who worked during s uch times . (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to : survey crews; personnel from the Contracting Agency 's material testing lab ; inspectors; and other Contracting Agency employees or third party consultants when , in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period . 4. If a 4-10 work schedule is requested and approved the non-working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements mu st be met and recorded properly on certified payroll. Add the following new section: 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (May 25, 2006 APWA GSP) Where the Contractor e lects to work on a Saturday, Sunday, or ho liday, or longer than an 8-hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be cons idered as overtime work. On all s uch overtime work an inspector will be present, and a survey crew may be required at the discreti on of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight-time costs for employees of the Contracting Agency required to work overtime hours . The Contractor by these spec ifications doe s hereby authorize the Engineer to deduct s uch costs from the amount due or to become due to the Contractor. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: MARCH 2019 CP7-SR-1A-19-00 ss -25 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed wi ll be g iven after the Contract has been execute d and the contract b o nd and evidence of in s urance have been approved and filed b y the Contract in g Agency. The Contractor s hall n ot commence with the work until the Notice to Proceed has been given by the E ng ineer. The Contractor s hall commence construction activities o n the project s ite within ten days o f the Notice to Proceed Date, unle ss othe rw ise approved in writing. The Contracto r shall dilige ntl y purs u e th e work to the physical comple ti on date within the time s pecified in the Contract. V o luntary shutdown or s lowin g of operati o n s b y the Contractor shall no t relieve the Contractor of the responsibil ity to comple te the work within the time(s) specified in the Contract. When sh own in the Pl a n s, the first o rder of work s hall be th e installation of hi g h v is ibility fencin g to delineate all areas for protection or restoration, as described in the Contract. Ins tallation of hi gh v is ibili ty fencing a dj acent to the roadway shall occur after the placement of all necessary signs and traffic control d ev ices in accordance w ith 1-10.1 (2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence . No o th er work s hall be perfom1ed o n th e site until the Contracting Agency has accepted the installation of hi g h visibility fencing, as described in th e Contract. (January 1, 2010 COP GSP) Supplement Section 1-08.4 with the following: The Notice to Proceed s hall s pecify the first day o f the contract. 1-08.5 Time for Completion (January 1, 2012 COP GSP) Revi se the third paragraph of Section 1-08 .5 to read: Contract time sh a ll begin o n the day indicated in the w ritte n notice to procee d. The contractor must o btain written authorization from the engineer to start work o n the p roject at an earlier d ate. If permissio n is granted, the n Contract time s h a ll begin o n the first working day when on s ite W o rk begins. T he Contract Provi s io ns may s pec ify another sta rting date for Contract time, in which case, time w ill begin on the starting date s pecified . (January I , 2012 COP GSP) Rev ise the fifth paragraph of Section 1-08.5 to read : The E n g ineer w ill g ive the Co ntrac tor written no t ice o f the Ph ysical Completio n Date fo r all W ork the Contract re quires. That date shall c o nstitute the Ph ysi cal Completi on Date of MARCH 2019 CP7-SR-1A-19-00 SS-26 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,..., ,.., ,.., ,..., CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS the Contract, but shall not imply the City Council 's acceptance of the Work or the Contract. 1-09.6 Force Account (October JO, 2008 APWA GSP) Supplement Section 1-09.6 w ith the fo ll owing: The Contracting Agency has estimated and included in the Proposal , dollar amounts for all items to be paid per force account, on ly to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication that the actua l amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) D e lete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed o n a monthly bas is. A breakdo wn is not required for lump s um item s that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer wi ll make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared b y the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of detem1ining progress payments. The progress estimates are subject to change at any time pri or to the calculation of the final payment. The value of the progress estimate w ill be the sum of the following: MARCH 2019 CP7-SR-1A-19-00 SS-27 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Unit Price Items in the Bid Form -the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form -based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based o n the Engineer's determinati on. 3. Materials o n Hand -I 00 percent of invoiced cost of material delivered to J o b s ite or other storage area approved by the Engineer. 4. C hange Orders -entitlement for approved extra cost o r completed extra work as detem1ined by the Engineer. Progress payments will be made in accordance with the progress estimate less: I. Retainage per Section 1-09.9( I), on no n FHWA-funded projects; 2. The amount of progress payments previously made ; and 3. Funds withheld by the Contracting Agency for di sbursement in accordance with the Contract D ocuments. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactoril y completed . The determination of payments under the contract will be final in accordance with Section 1-05.1. (March 13, 2012 APWA GSP) Supplement thi s section with the following: Lump sum item breakdown s are not required when the bid price for the lump sum item is less than $20,000. (April JO, 2006 COP GSP) Supplement this section with the following: If mutually agreed upon , the City may prepare the Progress Payment Estimate. The Contractor s hall s ubmit Request for payments on forms approved by the Engineer, monthly for payment. The Engineer shall , upon receipt of progress payment request, review for accuracy. The Engineer shall correct any inaccurate entries and return progress payment request to the Contractor for concurrence and re-submittal. If mutually agreed upon, by the Engineer and Contractor, the City may prepare the Prog res s Payment. The Contractor, Engineer, and Director of Public Works or Designee, shall sign the progress payment in order for the payment to be valid. The City will make payment w ithin thirty calendar days from the date of the valid progress payment. The cut off period for work covered in a progress period will be within the la st ten days of the month, us ually by the 25th. MARCH 2019 CP7-SR-1A-19-00 ss -28 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,- ,- CITY OF PASCO AMENDMENTS TO THE STANDARD SPECIFICATIONS 1-09.11{3) Time Limitations and Jurisdictions (Janua,y 1, 2010 COP GSP) Revise Section 1-09.1 1(3) to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any c l aims or causes of action which the Contractor has again st the City arisin g from the Contract shall be brought within 180-ca lendar days from the date of final acceptance (Section 1-05.12) of the Contract by the City Counci l ; and it is further agreed that a n y such claims or causes of action s hall be brought only in the Superior Court of Franklin County. The parties understand and agree that the Contractor's fail ure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the C ity arising from the Contract are filed with the City qr initiated in court, the Contractor shall pem1it the City to have tim e ly access to any records deemed necessary by the C ity to assist in evaluating the c la im s or acti on . 1-09.13 Claims Resolution (April 4, 2006 COP GSP) Revise Section 1-09.13 as fol lows: 1-09.13(2) Nonbinding Alternative Disputes Resolution (ADR) Delete Section 1-09.13(2) in its entirety. 1-09.13(3) Claims $250,000 or Less Delete Section 1-09.13(3) in its entirety. 1-09.13(3)A Administration of Arbitration Delete Section 1-09.13(3)A in its e ntirety. 1-09.13(3)B Procedures to Pursue Arbitration Delete Section l-09.13(3)B in its e ntirety. 1-09.13(4) Claims in Excess of $250,000 Delete Section 1-09 .13( 4) in its entirety. MARCH 2019 CP7-SR-1A-19-00 SS-29 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.,, I .-, ,...., CITY OF PASCO MAY2019 CP7-SR-1A-19-00 SPECIAL PROVISIONS DIVISIONS 2 THROUGH 9 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,_ .., '7 .....,. CITY OF PASCO MAY 2019 CP7-SR-1 A-19-00 DIVISION 2 EARTHWORK 18080 FOSTER WELLS fORCEMAIN IMPROVEMENTS ,..., ,... ,.... ..... ,-, CITY OF PASCO DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.2 Disposal of Usable Materials and Debris 2-01.2(2) Disposal Method No. 2 -Waste Site (Special Provisions) Supplement No waste site has been provided for the disposal of excess or excavated materials. The Contractor shall make his or her own arrangements for obtaining waste sites in accordance with Section 2 03.3(7)C of the Standard Specifications. All costs associated with providing a waste site shall be considered incidental to the various bid items and no additional payment will be made. 2-01 .3 Construction Requirements 2-01.3(4) Roadside Cleanup (Special Provisions) Replacement Section 2-01.3(4) is replaced with the following: Roadside cleanup will include full compensation for all labor, tools, materials , and equipment necessary to relocate, replace, or modify existing private improvements or landscaping where required as a condition of right-of-entry, or w here impact resulting from construction activities is determined by the Eng ineer, prior to the impact occurring, to be unavoidable. Work which may become necessary under this section shall be considered incidental to and included in the cost of other items in the Contract and no additional compensation shall be made. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description (Special Provisions) Supplement For the purpose of this Contract, "Removal of Structures and Obstructions" shall include the removing, resetting, protecting, storing, salvaging, and replacement of miscellaneous objects required to complete the new construction. If requested by a specific adjacent property owner, existing decorative o r landscapi ng items (such as rocks, walls, wood edges, timbers , planter boxes, etc.) shall be protected, salvaged, and returned to the property owner. "Removal of Structures and Obstructions" shall be paid on a lump sum basis. • Satisfactorily remove and dispose of the items specified , backfill, and compact the resulting void. MAY2019 CP7-SR-1A-19-00 SP-1 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 2 EARTHWORK • Satisfactorily abandon the items specified, including plugging, capping , and backfilling with CDF or other materials that are required by the Plans or Specifications. • Satisfactorily salvage the items specified for re-use or to be returned to the property owner. • Satisfactorily reset the items specified , including replacing posts , worn materials , and/or hardware. Specifically included but not limited to the following for Removal of Structures and Obstructions, Incl. Haul: Item Curb Removal Asphalt Removal Location Sta. 4+20, 7+00, 7+50 3+00, 4+00,7+25 ,8+50,20+25 ,23+00 2-02.3 Construction Requirements 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Quantity 55 LF 1,335 SF (Special Provision) Supplement Section 2-02.3(3) is supplemented with the following: Pavement, sidewalks , driveways, and curbs shall be sawcut in such a fashion to form a neat break line . The contractor shall replace any damaged pavement, curbs , sidewalks and driveways designated to remain during the Removal of Structures and Obstructions . Damaged pavement, curbs , sidewalks and driveways shall be replaced in its entirety by the contractor and at the contractors expense . Broken pieces of pavement, sidewalks, and curbing shall not be placed in any embankment or fill on the project site and shall be disposed of at an approved fill site or recycling facility. 2-02.3(4) Sawcutting (Special Provision) The Contractor shall include in the various other bid items all costs necessary to provide sawcutting up to a depth of 12 inches as required by the Standard Specifications and these Special Provisions . New In accordance with the Department of Ecology guidelines, wastewater from Portland Cement Concrete , masonry , and asphalt concrete cutting operations shall not be discharged to storm drainage systems or surface waters . Cutting operations increase the pH of wastewater, therefore , filtering prior to discharge is NOT acceptable. To thoroughly clean saw cuts where necessary, the Contractor shall use high pressure water (high pressure water is considered greater than 1,400 psi). MAY 2019 CP7-SR-1A-19-00 SP-2 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.... .., ..... CITY OF PASCO DIVISION 2 EARTHWORK All wastewater shall be collected using a wet-dry vacuum and transferred into drums for disposal. Impervious surfaces contaminated with sediment and grit from cutting operations shall be cleaned by sweepers to prevent contaminants from entering the storm drainage system or surface waters when it rains . 2-02 .3(5) Removal and/or Resetting of Miscellaneous Items (Special Provision) New Traffic Signs Where traffic signs are in conflict with the proposed improvements, they shall be replaced as indicated on the plans . All associated costs for salvaging and resetting traffic signs shall be considered incidental to and included in the various bid items. Property Corner Markers Where encountered, iron pipes , brass plumbs , rebar , or other surveying devices used to mark property corners shall be preserved and protected from damage and undisturbed as is practically possible. Property corners disturbed by the Contractor's operations shall be replaced per the provisions of the Washington State law. All associated costs shall be considered incidental to and included in the various bid items . 2-02.5 Payment (Special Provisions) Supplement All costs associated with the removal and resetting miscellaneous items shall be co nsidered incidental to the work performed and included in the lump sum "Removal of Structures and Obstructions ." Removal of Structures and Obstructions Lump Sum For the purposes of this Contract. all sawcutting necessary to satisfactorily remove items shall be considered in cidental to and included in th e various bid items and no additional payments will be made. All sawcutting necessary to install new improvements shall be considered incidental to unit contract price of the type and size of material installed. Removal and disposal of material is incidental to the work involved with the various bid items, unless specific bid items have been provided . 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.4 Measurement Gravel Borrow Incl. Haul for Insertion and Pullback Pit will be measured by the cubic yard . Measurement by cubic yard will be made in the hauling vehicle. MAY2019 CP7-SR-1A-19-00 SP-3 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 2-03.5 Payment Payment will be made for the following bid item : DIVISION 2 EARTHWORK Gravel Borrow Incl. Haul for Insertion and Pullback Pit Cubic Ya rd The unit Contract price per cubic yard for "Gr avel Borrow Inc. Haul for Insertion and Pullback Pit" shall be full compensation for all costs incurred for excavating , loading, hauling, and placing the material unless otherwise specified in the Proposal. 2-09 STRUCTURE EXCAVATION (Special Provisions) 2-09.1 Description Replacement A Potholing ahead of tren ch and pit excavation will be required to identify utility conflicts both horizontal and vertical. This specification does not relieve the contractor from the responsibility under RCW 19.122. The contractor and one-call responders representing various utilities is defined in RCW 19.122, and takes precedence over this specification. B . The work shall consist of excavation and removal of existing material to depth required to expose existing utility's in potential or actual conflict. The contractor is required to gather sufficient information abo ut the conflicting utility for avoidance design per the Drawings. The work shall also co nsist of backfilling and compacting the excavation to provide a temporary or permanent repair to the surface per the typical section for trench restoration in the Drawings. 2-09.3 Construction Requirements 2-09.3(1) General Requirements 2-09.3(1)A Preparatory Work (Special Provision) New The Contractor Shall contact the one-call ce nter 8-1-1 sufficiently in advance to allow util ity locates to be marked in the construction zone prior to potholing . The contractor shall consult with the engineer to determine location of potholes. 2-09.3(1)8 Potholing The contractor shall notify the e ng ineer within one (1) working day prior to when potholing will occur, including the date, time, and location where the potholing will be conducted . When pavement, sidewalk, or curb and gutter are to be removed prior to potholing, the saw-cut shall be full depth and carefully removed to avoid spalling with payment made to the original dimension of the pothole. The dimensions of the pothole shall be at least two (2) feet square. MAY 2019 CP7-SR-1A-19-00 SP-4 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.... ,..., ,.... ,... ,...., CITY OF PASCO DIVISION 2 EARTHWORK Excavation shall be by hydro-excavation or hand digging to sufficiently expose and identify the utility in potential or actual conflict with alignment for improvement. Measurements shall be made to the utility in conflict so design can be reviewed to meet the requirements specified in the Drawings. Location notes shall be provided to the engineer by the contractor with in one (1 ) working day of potholing . Each pothole excavated shall be backfilled in accordance with the trench and surface restoration in the Drawings. When a pothole is not in a paved area, surface material existing prior to potholing shall be replaced in kind at no expense to the City. 2-09.3(1)C Avoidance Design If required , a design to avoid the underground facility will be provided by the engineer. If the design requires the contractor to exceed 3' below the elevations shown per the contract Drawings, the work shall proceed under the contract Bid Item "Shoring and Extra Excavation of Trench Class B''. 2-09.3(1 )D Excavation Using Open Pits -Extra Excavation (Special Provisions) Supplement Contractor shall use appropriate shoring for all jack and bore insertion and pullback pits lo cated near roadway areas . Contractor shall perform excavation and shoring to maintain vertical trench walls and prevent sloughing , and to protect existing utilities , in addition to protecting workers. The dimensions shown on the Drawings shall be the limits for all compensation for excavati o n and backfill whether excavation is shored or unshared. Existing roadway experienc ing undermining from establishing the insertion and pull back pits must be replaced to full extents of undermining and approved by the Engineer. No Compensation for the additional excavation , disposal , hauling, or stockpiling material, ba c kfill , backfill ing or other construction activities that fall outside of the pit limits shown on the Drawings will be made by the City of Pasco. 2-09.4 Measurement Measurement for "Potholing " will be per each for the time for labor, equipment, and materials to effectively expose utilities in potential or actual conflict. 2-09.5 Payment For location approved by the engineer, payment will be made for the following Bid item when included in the proposal. I Potholing I Each The unit contract price for "potholing " shall include all labor, materials , equipment and incidentals required to complete the work including full depth sawcut, pavement removal and disposal, temporary pavement restoration or road plates , excavation, shoring , location measurement and backfill and compaction where temporary restoration is required as directed MAY 2019 CP7-SR-1A-19-00 SP-5 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 2 EARTHWORK by the engineer. Payment for pavement, sidewalk, cu rb and gutter, excavation, backfill, compaction, surface restoration, and disposal of materials that will be ultimately removed by construction of pipe improvements, shall be covered under contract bid items specified herein. This bid item is not subject to Section 1-04.6, Variation in Estimated Quantities. 2-11 TRIMMING AND CLEANUP 2-11.3 Construction Requirements (Special Provisions) Supplement The Contractor shall take every possible precaution to preserve the existing improvements. All damages to e xisting improvements from the Contractor's operation, whether within the road right-of-way or in private property, shall be the sole responsibility of the Contractor to remedy. All such areas shall be restored to their preconstruction equivalent. All areas disturbed by the Contractor shall be smoothed, finished , cleaned, and dressed to appear uniform in all respects in accordance with Section 2-11 of the Standard Specifications. Compensation to perform this work shall be incidental to other bid items . No specific bid item is provided. MAY 2019 CP7-SR-1A-19-00 END OF DIVISION 2 SP-6 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS r r. ,..., ,..., '7 ...., ..., CITY OF PASCO MAY2019 CP7-SR-1 A-19-00 DIVISION 4 BASES 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ,.., ,_. ,.... CITY OF PASCO DIVISION 4 BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.1 Description (Special Provision) Supplement This Work consists of constructing one or more courses of crushed stone upon a prepared Subgrade in accordance with these Specifications in conformity with the lines, grades, depth, and typical cross-sections shown in the Plans or as established by the Engineer. Surfacing materials and ballast may also be specified to be placed in stockpiles for future use only upon approval of the Project Engineer. 4-04.2 Materials (Special Provision) Supplement Contractors are encouraged to consider using recycled concrete that meets the requirements of Section 4 04 of the Standard Specifications and these Special Provisions . Recycled concrete is encouraged for use as a base course or top course material under cement concrete sidewalk or portland cement concrete pavement. 4-04.3 Construction Requirements (Special Provision) 4-04.3(1) Equipment Supplement All equipment necessary for the satisfactory performance of this construction shall be on the project and approved by the Engineer prior to beginning work. If central mix plant methods are used , the central mixing plant shall comply with the following requirements : The cold aggregate feeder shall be mechanically operated and adjustable to the extent necessary to provide a uniform and continuous flow of materials. These materials shall be deposited in an approved mixer with a sufficient amount of water being added to obtain the required density when spread and compacted. The water shall be weighed or metered , and dispensed through a device providing uniform dispersion across the mixer. The mixing plant shall be provided with weighing or calibrating devices, feeders, provisions for sampling, and other devices and equipment so designed, coordinated, and operated to produce a uniform mixture, and to permit the sampling of the materials before and after mixing. The mixer shall be kept in good condition, and mixing blades or paddles shall be of proper size, adjustment, and clearance to provide positive and uniform mixing of the mixture at all times . The capacity of the plant and equipment furnished for the Work shall be adequate at all times to provide for efficient and continuous operations insofar as practical. MAY 2019 CP7-SR-1A-19-00 SP-7 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 4 BASES 4-04.3(2) Subgrade The Subgrade shall be prepared as specified in Section 2-06 and shall be approved by the Engineer before placing ballast or surfacing materials. 4-04.3(3) Mixing Unless otherwise specified, the Contractor may use either, or both, of the following described methods: 4-04.3(4) 1. Central Plant Mix Method -The surfacing material and water shall be mixed in an approved mixing plant as described in Section 4-04.3( 1 ). The completed mi xture shall be a thoroughly mixed combination of proportioned materials and water, uniform in distribution of particle sizes and moisture content. A mixture containing water in excess of the proportion established by the Engineer will not be accepted. 2. Road Mix Method -After material for each layer of surfacing has been placed, the material shall be mixed until uniform throughout by motor graders or other equ ipment approved by the Engineer. Water to facilitate mixing and co mpacting shall be added in amounts approved by the Engineer. Placing and Spreading 1. Central Plant Mix Method -After mixing , material for each layer of surfacing shall be transported to the Roadway in approved vehicles. Vehicles for hauling the mi xture shall be capable of depositing the mixture within th e receiving hopper of the spreading equipment, or in windrows of uniform size in front of the spreading equipment, with a minimum of segregation of the mi x. A motor grader ma y be used as the spreading machine or the spreading machine shall be capable of receiving the material by direct deposit in its hopper from the hauling vehicle or from a uniform windrow, and be capable of spreading and screeding the material to a depth and surface that when compacted will be true to line , grade , depth of course, and cro ss-section without further shaping. 2. Road Mix Method -Each layer of surfacing material shall be spread by equipment that is approved by the Engin eer. Equipment that causes segregation of the surfacing material during the spreading operation will not be allowed. Similar types of spreading equipment shall be used throughout the limits of each separate spreading operation. Spreading on small areas of less than 2,000 square yards or on areas irregular in shape, may be accomplished by other means as approved by the Engineer. MAY 2019 CP7-SR-1A-19-00 SP-8 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,...., ,..,, ,-, ,-, ,-, CITY OF PASCO DIVISION 4 BASES The following nominal depth of compacted material shall not be exceeded in any one course without the approval of the Engineer: Crushed Surfacing 0.35 foot 4-04.3(5) Shaping and Compaction Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 95 percent of the standard density determined by the requirements of Section 2 03.3(14)0 before the next succeeding layer of surfacing or pavement is placed. The determination of field in-place density shall be made by the Nuclear gauge. When the thickness of surfacing is less than 0.15 foot, density testing will not be required and the Engineer will determine the number of coverages required for the particular compaction equipment available. Vibratory compactors and rollers shall obtain the specified density for each layer. A mist spray of water shall be applied as needed to replace moisture lost by evaporation . The completed layer shall have a smooth , tight , uniform surface true to the line , grade, and cross-section shown in the Plans , or as staked. 4-04.3(7) Miscellaneous Requirements The surface of each layer of surfacing material shall be maintained true to line, grade, and cross-section by grading, watering, and rolling until placing the next succeeding course. The first course of surfacing material shall be placed on all available Subgrade before placing the succeeding course unless otherwise authorized by the Engineer. Unless otherwise approved , there shall be a distance of not less than one station between the construction of any two courses of surfacing or ballast. Should irregularities develop in any surface during or after compaction, they shall be remedied by loosening the surface and correcting the defects after which the entire area including the surrounding surface shall be thoroughly recompacted. Any additional materials necessary to make the repairs shall be furnished by the Contractor at the unit Contract price. 4-04.3(8) Weather Limitations When, in the opinion of the Engineer, the weather is such that satisfactory results cannot be obtained, the Contractor shall suspend operations until the weather is favorable. No surfacing materials shall be placed in snow or on a soft , muddy, or frozen Subgrade . 4-04.3(9) Hauling Hauling equipment shall be routed over the Roadway in a manner to be most effective in the compacting of the surfacing . Hauling over any of the surfacing in the process of co nstruction will not be permitted when, in the opinion of the Engineer, the effect will be detrimental. All loads shall be of uniform capacity unless deviation is expressly au thorized by the Engineer. MAY 2019 CP7-SR-1A-19-00 SP-9 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 4.04.4 Measurement (Special Provision) DIVISION 4 BASES Supplement "Crushed Surfacing Top Course" shall be measured per ton installed to the lines and grade defined on the Contract Plans. "Crushed Surfacing Base Course" shall be measured per ton installed to the lines and grade defined on the Contract Plans. "Screened Gravel Surfacing" shall be measured per ton installed to the lines and grade defined on the Contract Plans. 4-04.5 Payment (Special Provision) Supplement Payment shall be made under the following bid item(s) when included in the Proposal : Crushed Surfacing Base Course Ton Crushed Surfacing Top Course Ton Screened Gravel Surfacing Ton "Crushed Surfacing Base Course" per ton shall be full compensation for all labor, material , tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications, these Special Provisions , and the Contract Plans. "Crushed Surfacing Top Course" per ton shall be full compensation for all labor, material , tools and equipment necessary to satisfactoril y complete the work as defined in the Standard Specifications, these Special Provisions , and the Contract Plans. "Screened Gravel Surfacing" per ton shall be full compensation fo r all labor, material , tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications, these Special Provisions , and the Contract Pl ans. All costs associated with removing, stockpilin g, and re-using native materials for embankments, roadway bases, or for trench backfill shall be considered incidental to the va rious bid items, and no additional payment shall be made . MAY 2019 CP7-SR-1A-19-00 END OF DIVISION 4 SP-10 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS '7 ,...., CITY OF PASCO MAY2019 CP7-SR-1A-19-00 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 18080 FOSTER WELLS fORCEMAIN IMPROVEMENTS ,.., ,.., ,... ,.... ,.., CITY OF PASCO DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT 5-04.1 Description (Special Provisions) Section 5-04 is supplemented with the following: Supplement This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications . WMA processes include organic additives, chemical additives, and foaming . HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials (Special Provisions) Supplement The grade of paving asphalt used in HMA shall be PG 64-28 unless otherwise directed by the Engineer. 5-04.3 Construction Requirements 5-04.3(4) Preparation of Existing Paved Surfaces 5-04.3(4)C Pavement Repair (Special Provisions) Replacement Section 5-04 .3(4)C is replaced with the following: The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as staked . The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall not excavate more area than can be completely finished during the same shift. The minimum width of any pavement repair area is shown in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03 .21. Asphalt for tack coat shall be required as specified in Section 5-04.3(5)A. A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.17-foot compacted depth . Each lift shall be thoroughly compacted by a mechanical tamper or a roller. MAY 2019 CP7-SR-1A-19-00 SP-11 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04.3(6) Mixing 5-04.3(6)A Mix Design (Special Provision) Supplement Section is supplemented with: 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350- 042 and the percent of asphalt binder is required . In no case shall the paving begin before th e determination of anti-strip requirements has been made . Anti-strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718. b. Testing by Contractor in accordance with WSDOT TM 718. c . Historical aggregate source ant-strip use provided by WDOT. The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced . Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 2. Mix Design Verification . Verification shall be accomplished by one of the following processes : MAY 2019 CP7-SR-1A-19-00 a. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process . c. Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of verification. At the discretion of the Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. SP-12 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,...., - ..... ...., ,-, ,. CITY OF PASCO DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04.3(9) 3. Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance wi th section 5-04.3(8)A for field verification per the requirements of Section 9-03.8(7). b. If the test results from the first Production Sample are within the tolerances of section 9-03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. c. If the test results from the first Prod uction Sample are outside the tolerances of section 9-03.8(7), the other two samples will be tested and the results of all three tests w ill be used for acceptance in accordance with Section 5-04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00 . 4 . Prior to the first day of paving , six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 728. HMA Mixture Acceptance 5-04.3(9)A Test Sections (Special Provision) Modification Section 5-04.3(9)A is modified as follows : Test sections are not required . Visual evaluations per section 5-04.3(10)0 will be the basis for acceptance. Incidental uses for HMA Incidental uses for Asphalt Concrete Pavement shall consist of restoration and adj ustment to paved areas such as the back of sidewalks, sidewalk ramps , behind driveway approaches and other such uses where directed by the Engineer. Incidental uses for HMA shall be measured and paid as "HMA Class 1/2" PG 64-28 Pavement Repairs." 5-04.4 Measurement (Special Provisions) Section 5-04.4 is supplemented with the following : Modification No specific measurement is provided for Pavement Repair Excavation including Haul and shall be considered incidental to the project. MAY 2019 CP7-SR-1A-19-00 SP-13 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HMA Class 1/2 " PG 64-28 will be measured by the ton in ac cordance with Section 1-09.2 with no deductions being made for the weight of the asphalt binder, blending sand, mineral filler, or any other component of the mixture . No specific method of measurement is provided for Temporary Pavement Restoration or Road Plates and shall be incidental to the project and included in other bid items. No specific method of measurement is provided for Temporary Pavement Markings and shall be incidental to the project and included in other bid items. No specific method of measurement is provided for Removing Temporary Pavement Markings and shall be incidental to the project as required by the City and included in other bid items. No specific method of measurement is provided for Adjusting Utilities upon completion of asphalt paving activities and shall be incidental to the project and in cluded in other bid items. HMA placed to patch trenches for underground utilities shall be measured and paid under the "HMA CL. 1/2" PG 64-28" bid item. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11 ), the material removed will not be measured . 5-04.5 Payment (Special Provisions) Section 5-04.5 is revised with the following section : I HMA CL. 1/2" PG 64-28 Supplement J Ton Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal : "HMA CL. 1/2" PG 64-28," per ton . The unit Contract price bid shall be full compensation for all costs incurred to perform the work described in Section 5-04 .3(5)E. No specific method of payment is provided for Adjusting Utilities upon completion of asphalt paving activities and all costs to perform this work shall be incidental to the project and included in other bid items. All costs associated with Temporary Pavement Restoration or Road Plates shall be considered incidental to and included in the cost for HMA. All costs associated with anti-stripping additive shall be considered incidental to and included in the cost for HMA. All costs for asphalt tack coat shall be included in the unit contract price per ton of the HMA CL . 1/2" PG 64-28. MAY2019 CP7-SR-1A-19-00 END OF DIVISION 5 SP-14 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS .... ..... -, ,.... ,..., '7 CITY OF PASCO MAY2019 CP7-SR-1A-19-00 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,..., ..., CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-09 WATER MAIN 7-09.4 Measurement Shoring or Extra Excavation Class B for Insertion and Pullback Pit will be measured per cubic yard and otherwise as specified in Section 2-09.4 for shoring or extra excavation Class B. 7-09.5 Payment Shoring or Extra Excavation Class B for Insertion and Pullback Pit Cubic Yard The unit Contract price per cubic yard for Shoring or Extra Excavation Class B for Insertion and Pullback Pit shall be full pay for all excavation, backfill , compaction, and other work required when extra excavation is used in lieu of constructing shoring . Add the following NEW section : 7-20 PIPE AND FITTINGS FOR FORCEMAINS (Special Provisions) 7-20.2 Materials HOPE Pressure Pipe (4 inches and over) 1. Pipe for main line shall conform to the following specifications: High Density Polyethylene Pipe (HOPE) per Section 9-30.1 (7). 3. Appurtenances shall be fittings for HOPE pipe conforming to Section 9-30.2(12). Aggregates Bank Run Gravel for Trench Backfill Crushed Surfacing Native Material for Trench Backfill Permeable Ballast 7-20.3 Construction Requirements 7-20 .3(1) Grade and Alignment 9-03.19 9-03 .9(3) 9-03.15 9-03 .9(2) New MAY 2019 CP7-SR-1A-19-00 SP-15 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS Pipe shall be laid to specified alignment as staked in the field. Alignment deviation shall not exceed 0.5 feet. Replacement of stakes lost or destroyed shall be made at the Contractor's expense and in accordance with Contract Plans , including modifications called for by the City. 7-20 .3(2) Trench Excavation Clearing and grubbing where required shall be performed within the easement or public right-of-way as permitted by the c ity and/or governing agencies. Debris resulting from the clearing and grubbing shall be disposed of by the owner or contractor in accordance with the terms of all applicable permits. Trenches shall be excavated to the line and depth designated by the approved plans to provide a minimum of 54 inches of cover over the pipe. Except for unusual circumstances where approved by the city, the trench sides shall be excavated vertically and the trench width shall be excavated only to such widths as are necessary for adequate working space as allowed by the governing agency. The trench shall be kept free from water. Surface water shall be diverted so as not to enter the trench . The contractor shall maintain sufficient pumping equipment on the job to ensure that these provisions are carried out. The contractor shall perform all excavation of every description and whatever substance encountered and boulders, rocks , roots, and other obstructions shall be entirely removed or cut out to the width of the trench and to a depth six inches below forcemain grade. Where materials are removed from below forcemain grade, the trenc h shall be backfilled to grade with material satisfactory to the city and thoroughly compacted. Trenching and shoring operations shall not proceed more than 300 feet in advance of pipe laying without approval of the City, and shall be in conformance with Washington Industria l Safety and Health Administration (WISHA) and Office of Safety and Health Administration (OSHA) safety standards. The bottom of the trench shall be finished to grade with hand tools in such a manner that the pipe will have bearing along the entire length of the barrel. The bell holes shall be excavated with hand tools to sufficient size to make up the joint. 7-20.3(3) Bedding the Pipe Bedding material shall be crushed surfacing top co urse, and shall conform to section 9- 03.9(3) of the Standard Specifications . All rigid pipe shall be placed in bedding material of the type specified in standard specifications. The bedding shall be placed from a minimum of four ( 4) inches and max ( 1) foot below the pipe barrel to the spring line of the pipe as shown on the Standard Details. Bedding material shall be worked by hand under, around and over the pipe to the depths required for the full width of the tren ch. If sand is used, it shall be hand compacted around the sides of the pipe to ensure uniform support under the pipe. Bedding shall be placed in more than one lift. The first lift, to provide at least 4-inch thickness under any portion of the pipe, shall be placed before the pipe is installed and shall be spread smoothly so that the pipe is uniformly supported along the barrel. Subsequent lifts of not more than 6-inch thickness shall be placed as shown on the Standard Details and individually compacted to 90 percent of maximum density. MAY2019 CP7-SR-1A-19-00 SP-16 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,., .... ..... ..., CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-20.3(4) Backfilling the Pipe Backfilling and surface restoration shall closely follow installation of pipe so that not more than 300 feet is left exposed during construction hours without approval of the city. Selected backfill material shall conform to 9-03.19 of the Standard Specifications be placed and compacted around and under the forcemains by hand tools to a height of six inches above the top of the forcemain. The remaining backfill shall be compacted to 95 percent of the maximum density in traveled areas, 90 percent outside traveled area . Where governmental agencies other than the city have jurisdiction over roadways, the backfill and compaction shall be done to the satisfaction of the agency having jurisdiction. Native material may be used for backfill only upon the approval of the city engineer. If suitable backfill material, as determined by the city engineer, is not available from trenching operations, the city may order the placing of bedding conforming to Section 9-30 . 7 A of the Standard Specifications around the forcemain and gravel base conforming with Section 9 , 30. 7(3) of the Standard Specifications for backfilling the trench . MAY 2019 CP7-SR-1A-19-00 SP-17 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-20.3(5) General Pipe Installation A. Fusion Process 1. Butt and saddle fusion of PE4 710 pipe and fittings shall be in accordance with ASTM F2620 and the manufacturer's re com mended join ing procedure. 2 . Electrofusion of PE4710 pipe and fittings shall be performed in accordance with ASTM F1290 and the electrofusion fitting manufacturer's recommended procedure. 3. PE4710 pipe and fittings shall be fused by qualified fusion technicia ns, as documented by the fusion provider. Training records for qualified fusion technicians shall be available to Owner or Engineer upon request. 4. As each fusion joint is constru cted , pressure, time and temperature parameters shall be recorded and logged by an electronic monitoring device (data logger) affi xed to the fusion machine. Jo int data shall be submitted as part of the As- Recorded information , in accordance with this specification . 5. Butt fusion ma ch ines shall incorporate the following properties, including the following elements: a . HEAT PLATE -Heat plates and the non-stick coatings on heating surfaces shall be in good condition without hea ting surface gouges or scratches . The non-stick coating shall be intact, clean and free of any contamination . Heater co ntrols and temperature indicators shall function properly, and electrical cords and connections shall be in good condition. Th e heat plate shall maintain a uniform and consistent temperature on all areas of the heating surfaces on both sides of the heat plate. b. CARRIAGE -Carriage shall travel smoothly with no binding at less than 50 psi for hydraulic fusion ma chi nes. Clamps shall be in good condition with proper inserts for the pipe size being fused . c. GENERAL MACHINE -Overview of machine body shall yield no obvious defects, missing parts, or potential safety issues during fusion. d . DAT A LOGGER -The current version of the pipe supplier's recommended and compatible software shall be used. Protective case shall be utilized for the hand held wireless portion of the unit. Data logger operations and maintenance manual shall be with the unit at all times. If fusing for extended periods of time , an independent 11 OV power source shall be available to extend battery life. 6. Other equipment specifi cally required for fusion processes shall include the following : MAY2019 CP7-SR-1A-19-00 SP-18 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS a. Pipe rollers shall be used to support pipe to either side of the butt fusion machine and provide for vertical and lateral pipe alignment straight through the butt fusion machine . b. A protective enclosure that provides for full machine motion of the clamps, heat plate, fusion assembly and carriage shall be provided for fusion in inclement and/or windy weather. Pipe ends shall be covered or blocked where open pipe ends could allow prevailing winds to blow through the pipe. c. Fusion machine operations and maintenance manual shall be kept with the fusion machine at all times . B . HOPE Pipe Installation 1. The PE4710 pipe and fittings shall be installed such that PE4710 pipe curvature is not less than the minimum bending radius recommended by the pipe manufacturer. 2. Direct burial installation of PE4710 pressure pipe shall be in accordance with ASTM D277 4 and the pipe manufacturer's recommendations. 3. Direct burial installation of PE4710 non-pressure pipe shall be in accordance with ASTM D2321 and the pipe manufacturer's recommendations. 4. Installation of PE4710 pipe by horizontal directional drilling shall be in accordance with ASTM F1962 or PPI TR-46 and the pipe manufacturer's recommendations . 5. Installation of PE4710 pipe by sliplining or insertion within a casing or host pipe shall be in accordance with ASTM F585 and the pipe manufacturer's recommendations. 6 . Tracer Wire -All PE4 710 piping shall be installed with a continuous, insulated TW, THW, THWN, or HMWPE insulated copper, 10 gauge or thicker wire for pipeline location purposes by means of an electronic line tracer. a . The wires shall be installed along the entire length of the pipe. b . Sections of wire shall be spliced together using approved splice caps and waterproof seals . Twisting the wires together is not acceptable. C. Fusion Joints 1 . Unless otherwise specified, PE4710 pipe and fittings shall be assembled in the field with butt fusion, saddle fusion or electrofusion joints. ASTM F2620 and the pipe manufacturer's recommended procedure 0NL Plastics WL 101) shall be observed for butt fusion and saddle fusion joints. ASTM F1290 and the electrofusion fitting manufacturer's recommended joining procedure shall be observed for electrofusion joints. MAY2019 CP7-SR-1A-19-00 SP-19 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 2. Field butt fusion, saddle fusion and electrofusion joints shall be made by Fusion Technicians that are qualified in accordance with this specification to make the specific fusion joint type. 3. Field fusion joints shall be recorded and documented in accordance with this specification. a. Joint Recording 1) Each fusion joint shall be recorded and logged by an electronic monitoring device (data logger) connected to the fusion machine that shall register and/or record the parameters required by the manufa cturer and these specifications. Data not logged by the data logger shall be logged manually and be included in the Fusion Technician 's joint report . D. Quality Assurance 1. References : a. This section as well as section 9-30.1 (7) and 9-30.2(12) contain references to the following documents. They are a part of this section to the extent referenced in this specification. Where a referenced document contains referen ces to other standards, those documents are in cl uded as references unde r this section as if referenced directly. In the event of a co nflict between the requirements of this section and those of the referenced documents , the requirements of this specification shall prevail. b. Unless otherwise specified , references to documents shall mean the latest published edition of the referenced document in effect at the time of construction. MAY2019 CP7-SR-1 A-19-00 Reference AWWA C651 ANSI/AWWA C901 ANSI /AWWA C906 ASTM C923 AWWA M55 ASTM D1603 Standard for Disinfecting Forcemains Polyethylene (PE) Pressure Pipe and Tubing , ½ In . (13 mm) Through 3 In . (76 mm) for Water Service Polyethylene (PE) Pressure Pipe and Fittings, 4 In . (100 mm) Through 63 In. (1 ,600 mm), for Water D istribution and Transmission Standard Specifi ca tion for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals Manual of Water Supply Practices, PE Pipe-Design and Installation Standard Test Method for Carbon Black in Olefin Plastics SP-20 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS ,.... ,.., ,.., ,-, ..... CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS MAY 2019 CP7-SR-1A-19-00 Reference ASTM D2321 ASTM D2774 ASTM D3035 ASTM D3261 ASTM D3350 ASTM D4218 ASTM F585 ASTM F714 ASTM F1055 ASTM F1290 ASTM F1417 ASTM F1962 ASTM F2164 ASTM F2206 ASTM F2620 ASTM F2786 NSF/ANSI 61 Title Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications Standard Practice for Underground Installation of Thermoplastic Pressure Piping Standard Specification for Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlled Outside Diameter Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing Standard Specification for Polyethylene Plastics Pipe and Fittings Materials Standard Test method for Determination of Carbon Black Content in Polyethylene Compounds by the Muffle-Furnace Technique Standard Practice for Insertion of Flexible Polyethylene Pipe Into Existing Sewers Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter Standard Specification for Electrofusion Type Polyethylene Fittings for Outside Diameter Controlled Polyethylene Pipe and Tubing Standard Practice for Electrofusion Joining Polyolefin Pipe and Fittings Standard Test Method for Installation Acceptance of Pl astic Gravity Sewer Lines Using Low-Pressure Air Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under Obstacles , Including River Crossings Standard Practice for Field Leak Testing of Polyethylene (PE) Pressure Piping Systems Using Hydrostatic Pressure Standard Specification for Fabricated Fittings of Butt-Fused Polyethylene (PE) Plastic Pipe , Fittings, Sheet Stock, Plate Stock, or Block Stock Standard Practice for Heat Fusion Joining of Polyethylene Pipe and Fittings Standard Practice for Field Leak Testing of Polyethylene (PE) Pressure Piping Systems Using Gaseous Media Under Pressure (Pneumatic Leak Testing) Drinking Water System Components-Health Effects SP-21 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS Reference PPI TR-4 PPI TR-46 PPI Listing of Hydrostatic Design Basis (HOB), Strength Design Basis (SOB), Pressure Design Basis (PDB) and Minimum Required Strength Ratings for Thermoplastic Piping Materials for Pipe Guidelines for Use of Mini-Horizontal Directional Drilling for Placement of High Density Polyethylene Pipe 2. Manufacturer Requirements a. High density polyethylene (HOPE) pipe and fittings shall be manufactured in accordance with the following standards 1) ASTM 03035 -½ in through 24-in pipe 2) ASTM F714 -3-in through 54-in pipe 3) AWWA C901 -1/2 In. (130 mm) through 3 In . (76 mm) pipe and tubing 4) AWWA C906-4 In . (100 mm) through 63 In (1,600 mm) pipe and fabricated fittings 5) ASTM 03261 -butt fusion fittings , saddles and flange adapters 6) ASTM F1055 -electrofusion couplings and saddles. 7) ASTM F2206 -fabricated fittings 3. Fusion Technician Requirements a. Each Fusion Technician shall be separately qualified to make each type of fusion joint. Fusion joint types are butt fusion, saddle fusion and electrofusion. Qualification to make one type of fusion joint shall not qualify a Fusion Technician to make a different type of fusion joint. b. Each Fusion Technician making butt fusion joints shall be qualified to make butt fusion joints in accordance with ASTM F2620. Qualification shall have occurred not more than 12 months before performing fusion joining on site in accordance with this specification. Qualification shall be a documented demonstration of proficiency by making joints in accordance with ASTM F2620 that are proved to be satisfactory by destructive testing in accordance with ASTM F2620. c. Eac h Fusion Technician making saddle fusion joints shall be qualified t o make saddle fusion joints in accordance with ASTM F2620. Qualification shall have occurred not more than 12 months before perform ing on-site fusion joining in accordance with this specification . Qualification shall be a documented demonstration of proficiency by making joints in accordance with ASTM F2620 that are proved to be satisfactory by destructive testing in accordance with ASTM F2620. d. Ea c h Fusion Technician making electrofusion fitting joints shall be qualified to make electrofusion fitting joints in accordance with ASTM F1290 and the electrofusion fitting manufacturer's recommended procedure. Qualification MAY 2019 CP7-SR-1A-19-00 SP-22 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,..., ...... ,.., .., CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS shall have occurred not more than 12 months before performing on-site fusion joining in accordance with this specification . Qualification shall be a documented demonstration of proficiency by making joints in accordance with ASTM F1290 and the electrofusion fitting manufacturer's recommended procedure that are proved to be satisfactory by destructive testing in accordance with ASTM F1290 and the electrofusion fitting manufacturer's recommended procedure. 4. Approved Suppliers a . Pipe and fitting suppliers shall be approved by the Project Engineer. 1) The following pipe manufacturers are approved : b . WL Plastics 5. Warranty a . Pipe and fitting suppliers shall provide a one-year warranty covering defects in product material and workmans hip . A successful pressure test or pressure leak test prior to the expiration of the warranty period shall not relieve the supplier of warranty responsibility for the full warranty term . b . Fusion providers shall provide a one-year warranty from the date of installation acceptance covering defects in fusion joining workmanship that shall provide for remaking defective butt fusion , saddle fusion or electrofusion joints. A successful pressure test or pressure leak test prior to the expiration of the warranty period shall not relieve the installer of warranty responsibility for the full warranty term . 6 . Submittals a. The following information shall be submitted by pipe and fitting suppliers: MAY2019 CP7-SR-1A-19-00 1) Name of the pipe manufacturer and a list of the piping and quantities to be provided by manufacturer. 2) Name(s) of fitting manufacturer(s) and lists of fittings and quantities to be provided by manufacturer. 3) Pipe and fitting product data indicating conformance with this specification , applicable standards, and warranty provisions, including written documentation regarding any intended variance from this specification and applicable standards . 4) At the time of shipment, the supplier shall provide certified documentation of pipe and fitting conformance with this specification and applicable pipe and fitting standards specified herein. SP-23 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-20.3(6) b. The following information shall be submitted by Fusion Providers. 1) Documentation that each Fusion Technician has met requirements for joining proficiency for each type of fusion joint performed by the Fu sion Technician under this specification. 2) Documentation of conformance with this specification and applicable standards, in c luding written documentation regarding any intended variance from this specification and applicable standards. This will include fusion joint warranty information and recommended project specific fusion parameters, including criteria logged and recorded by data logger. 3) The following AS-RECORDED DATA is required from the Contractor and/or Fusion Provider: c. Fusion reports for each fusion joint performed on the project , including joints that were rejected . Submittals of the Fusion Technician's joi nt reports are required as requested by the Owner or Engineer. Specific requirements of th e Fusion Technician's joint report shall include : DIVISION 5, Pipe or fitting size and DR or pressure class rating i. Fusion equipment size and identification ii. Fusion Technician Identification iii. Job Identification Number iv . Fusion Number v. Fusion joining parameters vi . Ambient Temperature Handling and Storage of HOPE A. Pipe lengths should be placed and stored on level ground. Pipe should be stored at the job site in the unit packaging provided by the manufacturer. The interi or of the pipe , as well as all end surfaces, should be kept free from dirt and foreign matter. 1. Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. Use of hooks, chains, wire rope or a ny other handling device which c reates the opportunity to damage the surface of the pipe is strictly prohibited . 7. Covering or shading of PE4 710 pipe and fittings against exposure to ultraviolet light from sunlight is not required . 8. All piping shall be bundled or packaged for transportation by co mmercial carrier to the site. MAY 2019 CP7-SR-1A-19-00 SP-24 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS ,..., ..... CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-20.3(7) 9. Before off-loading , pipe shall be inspected for damage . Any pipe damaged in shipment shall be assessed and either accepted or rejected as directed by the Owner or Engineer, and the pipe supplier shall be notified of rejected pipe within 7 days of delivery at the site . Rejected pipe shall be quarantined fo r disposition . Each pipe shipment shall be checked for quantity and proper pipe size, color and type. 10. Pipe shall be off-loaded and handled in accordance with the pipe manufacturer's instructions and AWWA M55. Connections A. HOPE Connections 1. Pipe connectio ns shall be installed per applicable standards and regulations , as well as per the connection manufacturer's recommendations and as indicated on the drawings. Pipe connections to structures shall be installed per applicable standards and regulations, as well as per the connection manufacturer's ,.., recommendations. .... , ,..., 7-20.3(8) Hydrostatic Pressure Test A. Prior to the acceptance of the work, the installation shall be subjected to a hydrostatic pressure test of two and one-half times the static pressure or 250 psi minimum, for 15 minutes . Any drop in pressure must be within the allowable limits set by the State of Washington Department of Health. Any leaks or imperfections developing under said pressure shall be remedied by the contractor. No main shall be hydrostatically tested until the lines are flushed . The main shall be tested between valves. Insofar as possible, no hydrostatic pressure shall be placed against the opposite side of the valve being tested . Test pressure shall be maintained while the entire installation is inspected . B . The contractor shall provide all necessary equipment and shall perform all work connected with the tests. Tests shall be made after all connections have been made and the roadway section is constructed to subgrade . This is to include any and all connections and hydrants as shown on the plan. The contractor shall perform the test to assure that the equipment to be used for the test is adequate and in good operating condition and the air in the line has been released before requesting the city to witness the test. C. Testing against existing valves shall not be allowed. D. Hydrostatic leakage testing shall comply with ASTM F2164. Joint leakage and any defective materials and/or workmanship shall be repaired or replaced by the Contractor at no additional cost to the Owner. E. Pneumatic (compressed air) leakage testing of PE4710 pressure piping is prohibited . MAY2019 CP7-SR-1 A-19-00 SP-25 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-20.3(9) Tracer Wire Testing A. Upon co mpletion of installation by direct burial, sliplining, directional boring or pipe bursting, the Contractor shall demonstrate that the tracer wire is co ntinuous and unbroken through the entire run of the pipe. 1. Demonstration shall in cl ude full signal conductivity (incl uding splices) when energizing for the entire run in the presence of the Owner or Engineer. 2. If the wire is broken, the Contractor shall repair or replace it. Pipeline insta llation will not be accepted until the tracer wire passes a continuity test. 7-20.4 Measurement HOPE , DR 11 , 20-inch Dia . (IPS ). Diam . shall be measured as the linear feet of comp leted installation measured along the invert and will include th e length through elbows, tees and fittings. The number of linear feet will be measured between the connections to the existing piping. Excavation for pipe trench will not be measured for payment. Such excavation shall be deemed incidental to and included in the price bid per linear foot for pipe. Forcemain pipe testing and inspection will not be measured for payment and all testing and disinfection shall be included in the cost for this contract bid item. Connection to Existing PWRF Influent Pipe shall be measured per Lum p Sum for the connection to the existing piping in the screening facility and all components necessary for connection to the Foster Wells and Columbia East Force mains. Excavation for connection to the Foster Wells and Columbia East forcemains will not be me as ured for payment. Such excavation shall be deemed incidental. Bypass system required for co nnection to the existing pipe shall be deemed incidental to making t he connection to the existing piping. Connection to Existing Foster Wells Pump Station shall be measured per Lump Sum for each connection to the existing piping . Excavation for con nection to the existing piping will not be measured for payment. Such excavation shall be deemed incidental to and included in the price bid per each for connection to existing forcemain. Bypass system required for connection to the existing pipe shall be deemed incidental to making the connection to the existing piping. Bank Run Gravel for Tren c h Backfill shall be measured by the CY measured in the trucks at the point of delivery . Extra Trench Excavation shall be measured by the CY and account for every additional one ( 1) foot below the grade of pipeline as indicated on the plans. Removal and Replacement of Un suitable Material shall be measured by the CY and include all material deemed unsuitable by the engineer below the pipe zone bedding when removed in excess of one ( 1 ) foot. MAY2019 CP7-SR-1A-19-00 SP-26 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ..., ,..... ,...., ,-, ,...., ,-, CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-20.5 Payment Section 7-09.5 is revised with the following section: HOPE, DR11, 20-inch Diam . (IPS) Linear Foot Connection to Existing PWRF Influent Piping Lump Sum Connection to Existing Foster Wells Pump Station Lump Sum Bank Run Gravel for Trench Backfill Cubic Yard Extra Trench Excavation Cubic Yard Removal and Replacement of Unsuitable Materials Cubic Yard The Contract Price for "HOPE , DR11 , 20-inch Diam . (IPS)" per linear foot installed shall be full compensation for, but is not limited to , all labor, material , fittings, pre-fabricated bends, fusion welding, incidentals, tools, bedding, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and as shown on the Contract Plans . All labor, equipment and material required for excavation and backfill with native material is considered incidental to the contract price. Bedding per the standard detail shall be considered incidental to this contract bid Item. The Contract Price for "Connection to Existing PWRF Influent Piping " per lump sum shall be full compensation for, but is not limited to all labor, material, fittings, plug valves , temp connections, blocking , incidentals , tools, and equipment necessary to satisfactorily complete the work as defined in the Specifications and as shown on the Contract Plans. Incidental work to the lump sum bid price includes but is not limited to removal and disposal of existing pipe, excavation , backfill and restoration , alterations made to screening building , necessary to make the connection . Also included in unit bid price for making the connection will be all labor, materials, equipment and other associated items required for bypassing the existing piping to the screening building and making the connection is considered incidental to this contract Bid Item. The Contract Price for "Connection to Existing Foster Wells Pump Station" per lump sum shall be full compensation for, but is not limited to , all labor, material, incidentals, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Specifications and as shown on the Contract Plans. The Contractor is reminded that specifically included in, but not limited to , the unit prices for Connection to Existing Foster Wells Pump Station are all costs for existing pipe removal as specified on the contract plans and these specifications as necessary to connect to the existing piping system. All labor, materials, equipment and other associated items required for bypassing required for making the connection is considered incidental to this contract Bid Item . The Contract Price for "Bank Run Gravel for Trench Backfill" per CY shall be full compensation for, but is not limited to, all labor, material , incidentals , tools and equipment necessary to furnish imported trench backfill from a Contractor supplied source in accordance with the Standard Specifications and these Specifications. The maximum trench width for payment shall not exceed the width shown in the contract plans and the minimum width required MAY2019 CP7-SR-1A-19-00 SP-27 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS to accommodate the trench support. Gravel Borrow for Trench Backfill for trench widths in excess of this amount will not be paid for. Placing and compacting trench backfill and furnishing compaction testing reports is incidental to and included in the Contract Price bid for the various items of work. The Contract Price for "Extra Trench Excavation " per CY shall be full compensation for, but not be limited to , all labor, material , incidentals, shoring , tools and equipment necessary to satisfactorily complete the work and ensure worker safety as defined in the Standard Specifications , these Specifications and as shown on the Contract Plans. The cost of all trench/excavation protection for the entire project shall be included in the CY Contract Price for Trench/Excavation and backfill. In accordance with Chapter 39.04.180 RCW, a bid item is provided in the Proposal/Construction Contract for the cost of trench/excavation safety systems for the work performed under this contract meeting the requirements of Chapter 49.17 RCW. The Contract Bid Price for "Removal and Replacement of Unsuitable Material" shall be measured by the CY and include all material deemed unsuitable by the engineer below the pipe zone bedding . Payment for this contract bid item shall begin when unsuitable material is removed in excess of one (1) foot below the pipe invert elevation . The unit contract bid price shall be considered full compensation for additional trench safety, haul, place, compacting backfill material. For the Purpose of establishing a common basis for evaluating bids , an allowance quantity is included in the bid form and does not represent the quantity that may be necessary for work. The "Significant Change" provisions of section 1-04.4 of the Standard Specifications shall not apply and exact quantities will be determined in the field as work progresses. 7-21 PIPE BORING AND JACKING 7-21.1 Description A Requirements: 1. All work shall be done in accordance with the requirements of the agency in control of the facility being bored or jacked. 2. The Contractor shall furnish and install bored or jacked steel casing, complete and in place , all in accordance with the requirements of the Contract Documents. Carrier pipe installation within the steel casing shall be in accordance with the requirements contained within this Section . B . Quality Assurance 1. All boring or jacking operations shall be done by a qualified contractor with at least five (5) years' experience involving work of a similar nature . 2. The Contractor shall give the Engineer a minimum of two (2) days advance notice of the start of an excavation or boring operations. MAY 2019 CP7-SR-1A-19-00 SP-28 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ,..., ...., ,..... CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 3. All work shall be performed in the presenc e of the En g ineer, unless the Eng ine e r has granted prior approval to perform suc h work in the Engineer's absence . 4. Welding Requirements : a . All welding procedures used to fabricate steel casings shall be prequalified under the prov isions of ANSI /AWS 01 .1. Welding procedures shall be required for, but not necessarily limited to , longitudinal and girth or special welds for pipe cylinders , casing joint welds, reinforcing plates and grout coupling connections. b. All welding shall be done by skilled welders, w elding operators, and tackers who have had adequate experience in the type of materials to be used . Welders shall be qualified under the provisions of ANSI /AWS 01 .1 by an independent local approved testing agency not more than six (6) months prior to commencing work on the casing or pipeline; unless having been continuously employed in similar weld ing jobs since last certification . Machines and electrodes similar to those used in the work shall be used in qualification tests . The Contractor shall furnish all material and bear the expense of qualifying welders. 7-21 .2 Materials 7-21.2(1) General A The casing pipe shall be welded steel pipe conforming to the requirements of ANSI /ASME A36-1987 . Casing pipe shall be new pipe and have the equivalent strength of A36 or greater. The casing pipe wall thi ckness called out on the plans are minimums for in-place casing pipe . The Contra ctor shall increase the w all thickness and may in crease the diameter to suit his parti cular boring and jacking operation provided it will not hit other utilities . C . Annular spaces between the carrier pipe and the casing shall be filled with dry sand. D . Grout for pressure grouting voids outside of the casing shall consist of a sandy cement with 2 percent Bentonite by weight added, or a mix approved by the Engineer. 7-21 .3 Construction Requirements 7-21.3(1) Installation of Encasing Pipe A . Equipment. Equipment selection shall be the Contractor's responsibility. Equipment shall be designed for boring, tunneling , or jacking of casings of the diameter and length indicated on the drawings . Equipment shall prov ide accurate alignment and grade control, as specified herein , and shall protect against subsidence or other disturbance of ground and improvements above. MAY 2019 CP7-SR-1A-19-00 SP-29 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS B. Jacking Pit. The excavations for the boring or jacking operations shall be adequately shored and dewatered to safeguard personal and existing substructures and surface improvements and to ensure against ground movement. C . Control of Alignment and Grade. Deviations in line and grade of the casting pipe will only be allowed to the extent that the carrier pipe can be shifted within the casing to compensate for the deviation. Carrier pipe line and grade will conform to the plans. The Contractor shall remove all augers and check the alignment and grade of the leading end of the casing often enough to be able to correct any line or grade deviations while the boring is in progress. In no event shall the line and grade checks be at intervals exceeding forty (40) feet. The Contractor shall correct any deviation from grade or alignment resulting from the bore at no cost to the Owner. Laser control shall be used for both vertical and horizontal alignment. D. Grouting. During jacking operations , particular care shall be exercised to prevent caving ahead of the pipe which will cause voids outside of the pipe. The Contractor "shall install three 1 ½-inch grout ports, on a 120 degree arc, centered on the top of the casing and at 8 foot intervals. The Contractor shall notify the Engineer as to the date boring is expected to be complete. The auger shall not be withdrawn until the inspector is on site . If a void is located, cement grout shall then be pumped into each port under low pressure . Grout shall be placed by positive displacement pumps capable of placing grout at pressures up to 50 psi unless otherwise approved by the Engineer. Grout shall be placed at pressures which are requisite for the conditions encountered and will normally be less than 10 psi except in cases where large cave- ins or other adverse conditions may require higher pressures . Gauges shall be provided to indicate grout pressure attained. All voids shall be filled to the satisfaction of the Engineer. 7-21.3(2) Installation of Carrier Pipe A. Carrier Pipe. The carrier pipe shall be installed in the casing using restrained polyethylene spacers/insulators as manufactured by Ford Meter Bo x Co., Inc., or approved equal. Following installation , the casing shall be filled with dry sand and capped with neoprene , water-tight seals at the ends. The Contractor shall submit details on casing , spacers/insulators, and filling for the Engineer's approval prior to proceeding with installation. Maintain a truck count of sand volume for estimating the volume placed in the annular space between the casing pipe and the carrier pipe . B. Sand Backfill for Annular Space in Jacking Casing. The Contractor shall furnish the necessary sand, equipment, hoses, valves, and fittings for the operation . Pressures shall be controlled to avoid deforming the steel casing or the carrier pipe . The dry sand shall be free of lumps to flow unimpeded and to completely fill all voids. In general, sand backfill will be considered completed when no more sand can be forced into the annular space . The Contractor shall protect the interior surfaces of the steel casing from damage . C . Closing of Pits. After jacking equipment and excavated materials from the boring or jacking operations have been removed from the jacking pit, the Contractor shall prepare the bottom of the jacking pit as a pipe foundation . The Contractor shall MAY2019 CP7-SR-1A-19-00 SP-30 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ,-, ,-, ,-, ,. CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS remove all loose and disturbed materials below pipe grade to undisturbed earth and recompact the material. 7-21.4 Measurement Measurement for 36" Steel Casing by Jack and Bore shall be by linear foot. All work associated with excavation and construction of Insertion and Pullback pits for Jack and Bore shall not be measured and shall be included in the cost for this contract bid item. 7-21.5 Payment 36 " Steel Casing by Jack and Bore Linear Foot The unit contract price per lineal foot for 36" Steel Casing by Jack and Bore shall be considered full compensation for all labor, equipment, materials, and tools necessary or incidental to furnish and install pipe with HDD construction methods as described in 7-21 .3 . This includes but is not limited to full compensation for all labor, materials, tools and equipment for disposal of unsuitable material, excavation and haul , shoring , foundation , grading, dewatering, welding the casing , fencing , maintenance of existing utilities, backfill , restoration and all associated items necessary to provide and construct insertion pit and pull back pit in accordance with WISHA requirements. Add the following NEW Section: 7-22 VALVES FOR FORCEMAINS (Special Provisions) 7-22.2 Materials New A. Valves . All valves and fittings shall be Stainless Steel with ANSI flanges or mechanical joint ends. All existing valves shall be operated by city employees only. B. Valve Box. All valv es shall hav e a standard cast iron valve box set to grade . If valves are not set in paved area , a three-foot by three-foot by four-inch concrete pad shall be set around each valve box at finished grade. In areas where valve bo x falls in road shoulder, the ditch and shoulder shall be graded before placing asphalt or concrete pad. Valve Box Lid shall be labeled "Forcemain" and the notches to accommodate the valve box lid in the box are to be aligned parallel with the pipe below it in order to show the direction of the pipe. C . Valve Marker Post. Valve marker posts shall be four-inch by four-inch reinforced concrete or schedule 40 steel posts 5 feet long stamped with "FM" and distance to valve . Post shall be painted with one base coat and two coats blue oil-base enamel. MAY2019 CP7-SR-1A-19-00 SP-31 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 7-22.3 Construction Requirements 7-22.3(1) Combination Air Valves for Wastewater A. SCOPE 1. This specification is intended to cover the design , manufacture, and testing of 2 in through 8 in. Combination Wastewater Air Valves for working pressures up to 250 psig designed specifically for use in sewage applications. 2. Combination Air Valves shall be float operated valves designed to release accumulated air or gas from a piping system while the system is in operation and under pressure. In addition the valves shall discharge large quantities of a ir during pipe filling operations and intake large quantities of air during pipe draining and water column separation. B . STANDARDS, APPROVALS and VERIFICATION 1. The valve manufacturer shall have ISO 9001 and ISO 14001 & OHAS 18001 certifications. C . DESIGN 1. The valve body shall be conical in shape to maintain maximum air gap between the wastewater and the sealing mechanism. Wastewater shall not come in contact with the sealing mechanism at any time during normal operation at the valve's working pressure. The valve shall have a single f loat design. The float shall be located in the main body of the valve. The valve shall be designed to ensure a drip tight sealing at back pressure as low as 1.5 psi. 2. A spring cushioned joint between the sealing mechanism and float/stainless steel rod assembly shall perform without jamming or allowing air escape under vibrations or float bouncing related to the turbulence from pump start and stop or flow fluctuations . High veloc ity air will not shut the valve . 3. The resilient seal shall provide smooth positive opening , closing , and leak free sealing over the range of pressures 1.5 psi and higher, that the system will experience including static system pressure. 4. The valve shall have a(¼" for 2", 1" for 3" -8") inch ball valve connected to the lower valve body to relieve internal pressure for cleaning and for use in flushing the valve. 5. The valve shall have a funnel shaped lower body to automatically drain wastewater and other debris from the valve . 6. The working pressure shall range from 1.5 to 250 psi and the valve shall be tested to 360 psi. Air valves which are not rated for minimum sealing pressure of MAY 2019 CP7-SR-1A-19-00 SP-32 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS .... ,... ,..., ,.., ,.... ,-, ,-. CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS, AND CONDUITS 1.5 psi or less and maximum working pressure of 250 psi shall not be considered equal or acceptable . The maximum working temperature shall be 140 degrees F with maximum intermittent temperatures of up to 194 degrees F. 7. The valve shall have an optional Non-Slam (NS) or anti surge device which can be connected to the discharge of the air valve to throttle the air discharge to prevent surge or hammer during a vacuum or water column separation event. 8. The valves shall be designed and tested in accordance to AWWA C512-15 9. The float shall operate in concert with a spring/lever guided seal design that creates the closure of the valve preventing water from escaping the valve at system operation under pressure of 1.5 psig and higher, while being able to automatically adjust its position to allow for controlled intermittent air release . Valves that do not incorporate this seal solution shall not be considered equal or acceptable. Valve designs that do not intentionally allow for intermittent release of air during operation shall not be considered equal or acceptable. D. MATERIALS 1 . The body and lower flange shall be constructed of 316 stainless steel (standard 3" -8" sizes) or reinforced nylon (standard 2" only, 316 stainless steel optional). (Alternate materials of construction are available. Please consult with your local authorized representative for appropriate material combinations). 2. The drainage cover shall be constructed of 316 stainless steel (2 " and 3") or PVC (4") or polyethylene (6" & 8"). (Alternate materials of construction are available. Please consult with your local authorized representative for appropriate material combinations). 3. The float shall be constructed of 316 stainless steel or polypropylene as indicated on the drawings or in this specification and shall have a minimum clearance of 1" from each side wall to prevent blockage of the float. 4 . All metal hardware shall be 316 stainless steel. The sealing disc shall be E.P.D .M . All O-rings shall be of BUNA-N with pressure ratings equivalent to the overall working pressure of the valve. E. TESTING 1. All valves supplied under this section shall be hydraulically tested to a minimum pressure of 360 psi. Valves which are not tested to a minimum pressure of 360 psi shall not be considered equal or acceptable . F. MANUFACTURER 1. All valve manufacturers shall have a minimum of Ten (10) years' experience in manufacturing air valves for water and waste water applications . MAY 2019 CP7-SR-1A-19-00 SP-33 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS , AND CONDUITS 2. All air valves shall be accompanied by a written One (1 ) year warranty for epoxy coated steel and Five (5) years for SS and nylon valves . 3. All combination air valves shall be model ARI D26 as manufactured by ARI or approved equal. 4. All valves shall be installed in accordance with the manufacturers' recommendations and the installation shall include an isolation valve for control and valve maintenance. 7-22.4 Measurement Section 7-22.4 is supplemented with the following: Plug Valve shall be measured per each for each valve and valve Box installed. Combination Air Valve Assembly shall be measured per each valve and valve box installed . 7-22.5 Payment Section 7-22.5 is revised with the following section : Plug Valve Each Comb . Air Valve Assembly Each The unit price per each for Plug Valve shall be full compensation for the valves complete, tested, installed with all materials, tools , labor and equipment necessary for construction. The Contractor is reminded that specifically included in, but not limited to, the unit prices for Plug Valve are all costs for the furnishing and placing of all materials shown on the plans for these assemblies: valve extensions where required , valve boxes, valve markers, and painting valve markers. The unit price per each for Comb . Air Release Assembly shall be full compensation for the valves complete , tested , installed w ith all materials, tools , labor and equipment necessary for construction . The Contractor is reminded that specifically included in , but not limited to, the unit prices for Comb. Air Release Assembly are all costs for the furnishing and placing of all materials shown on the plans for these assemblies: valve extensions where required , valve boxes, valve markers, and painting valve markers. MAY2019 CP7-SR-1A-19-00 END OF DIVISION 7 SP-34 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS r - ,-, '1 CITY OF PASCO MAY 2019 CP7-SR-1A-19-00 DIVISION 8 MISCELLANEOUS CONSTRUCTION 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ..... ,.., ..., ,..., ,.. CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 Description (Special Provisions) Replacement This Work consists of furnishing, installing, maintaining , removing and disposing of high visibility fence, and water pollution and erosion control items in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8-01 .2 Materials (Special Provisions) Replacement Materials shall meet the requirements of the following sections of the WSDOT Standard Specifications for Road , Bridge, and Municipal Construction, current edition, as modified herein: Erosion Control Devices High Visibility Fence Construction Geotextile Plastic Covering 9-14.5 9-1 4.5 9-33 9-14.5(3) At a minimum, the Contractor shall have the following erosion control materials and associated incidentals stockpiled onsite, ready for use : • Contractor shall have 1000 square feet of plastic sheeting on hand. These materials are to be held in reserve and only used to address unanticipated or emergency-type situations. These materials m ay or may not be utilized during the course of the project. If used during the co urse of the work, they shall be replenished by the Contractor at no additional cost to the City. 8-01 .3 Construction Requirements (Special Provisions) 8-01 .3(1) General Replacement The Contractor shall ensure that materials, equipment, and experienced labor are available and on-hand to implement additional erosion control BMPs to address unanticipated situations. Minimum Water Pollution/Erosion Control Requirements These specifications are the minimum water pollution/erosion control requirements for City projects. Additional requirements or modifications of these spec ifications may be set forth in the related permits. Additional measures, beyond what are set forth herein , may be necessary in MAY2019 CP7-SR-1A-19-00 SP-35 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION order to accommodate the Contract schedule, or materials and construction methods employed by the Contractor. It is the Contractor's responsibility to assess water pollution/erosion control needs to maintain water quality in accordance with the requirements, conditions, and regu lations of applicable codes, orders, ordinances, laws , specifications and permits. This assessment shall be reflected in the Contractor's bid . The Contractor shall install and maintain all temporary and permanent erosion control Best Management Practices (BMPs) in accordance with the Contract Plans, Standard Specifications, these specifications, the Construction Stormwater Pollution Prevention Plan (CSWPPP), permit conditions or as directed by the Engineer prior to clearing, grubbing, or grading or as necessary, as work progresses. Erosion control BMPs as described in these specifications are based on the Washington State Stormwater Management Manual for the Puget Sound Basin (Ecology manual), 2014. To the degree possible, th e Contractor shall coordi nate this temporary work with permanent drainage and erosion control work the Contract requires. The Contractor shall coordinate with the Engineer on required erosion con trol BMPs prior to beginning construction activities. As construction progresses and seasonal conditions dictate, more erosion control BMPs may be required to ensure com plete erosion control. Therefore , during the course of construction, it shall be the obligation and responsibility of the Contractor t o address any new conditions that may be created by his or her activities. Additional erosion control BMPs may be required by the Engineer in the event of an emergency, and as weather and field conditions dictate. Construction Sequence for Erosion Control The Contractor shall consider and include the following construction sequence steps when preparing the project schedule, order of work and the Construction Stormwater Pollution Prevention Plan (CSWPPP), for each phase of the work. Any changes or modifications to this sequence can be proposed by the Contractor by describing an alternate construction sequence in the project CSWPPP (including modification to the Temporary Erosion/Sedimentation Control (TESC) Plan/Notes where appropriate) and then submitting the CSWPPP for review and approval to the Engineer. A. The Contractor shall install silt fences, straw wattles, interceptor swales , ca t ch basin inserts and other perimeter erosion control BMPs as shown on the Contract/TESC Plans and as construction activities may dictate. 1. The Contractor shall install sediment ponds, check dams, stormwater bypass systems, diversion swales, and other interior erosion control BMPs as shown on the Contract/TESC Plans and as construction activities may dictate. 2. The Contractor shall then perform clearing, grubbing, and grading required for construction of the various phases of work as required. MAY2019 CP7-SR-1A-19-00 SP-36 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,-, ,.., ,...., .. CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION 3 . The Contractor shall inspect daily and maintain all erosion control BMPs to provide the required protec tion of downstream water quality and the storm drain system . 4 . The Contractor shall i nstall permanent site stabilizati on measures as shown on the Contract/TESC Plans or as directed by the Engineer. 5. Adjacent properties shall be protected from sediment deposition by appropriate use of erosion control BMPs. The Engineer may impose additional restrictive measures at no additional cost to the City in order to protect water quality if the BMPs employed by Contractor are not effective in preventing the degradation of surface water quality. 8-01.3(1)A Submittals The Contractor shall provide a phone list of the project manager, the site superi ntendent, erosion control lead , the foreman and other key personnel who can be reached at any time in the event of onsite problems. 8-01.3(1 )B Certified Erosion and Sediment Control Lead (CESCL) (Special Provisions) Add the following NEW Section : The Contractor shall identify the Certified Erosion and Control Lead and include conta ct information including 24 hour a day c ontact phone and cell phone numbers. For projects with one acre (43,560 sq . ft.) or more of disturbance , a Certified Erosion and Sediment Control Lead (CESCL) must routinely inspect the site . The CESCL must conduct weekly visual inspections of the site to ensure the best management practices (BMPs) are functioning properly. New The CESCL shall implement the Temporary Erosion and Sediment Control (TESC) Plan. Implementation shall include , but is not limited to: 1. Installing and maintaining all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC Plan to assure continued performance of their intended function . Damaged or inadequate TESC BM P's shall be corrected immediately. 2. Updating the TESC Plan to reflect current field conditions. 3 . Noting the inspection results in the site's monitoring Log Book and making the Monitoring Log Book available to the Engineer and any regulatory agency for review. 4 . Noting modifications or changes made to the onsite erosion c ontrol measures to respond to weather or site conditions in the monitoring Log Book . MAY 2019 CP7-SR-1 A-19-00 SP-37 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01.3(1)61 Erosion Control and Water Quality Monitoring Logbook Water quality monitoring is not required for this project. 8-01.3(1 )C Water Management (Special Provision) Replacement Section 8-01.3(1 )C shall be deleted and replaced with the following : The Contractor shall be responsible for preventing water pollution due to construction materials, methods, or equipment. Repair, replacement, or corrective action shall be implemented immediately where needed or as directed by the Engineer. Equipment shall be free of excessive fluid leaks and in good working order. The Contractor shall designate fueling area(s) and receive approval of the Engineer prior to using the fue ling area(s). All equipment must be fueled and serviced in the designated area(s). The Contractor shall clean up, dispose , and restore any area contaminated with fuel, grease, oil , solvents, etc., at no additional cost to the City. Disposal of the contaminants shall be in accordance with WDOE requirements. At no time shall concrete , concrete by-products , vehicle fluids , paint, chemicals , or other polluting matter be permitted to be discharged to the temporary or permanent drainage system or to be discharged from the project site to surface waters. Violators are subject to fines and are responsible for all costs associated with clean up and restoration. Wastewater from Portland cement concrete, masonry, and asphalt concrete cutting operations shall be collected by vacuum or pumped into containers for disposal. Such wastewater shall not be discharged to the storm drain system or surface waters. Catch basin inserts are not effective in removing the fine particles and other pollutants found in wastewater from cutting operations. Impervious surfaces contaminated with grit and cuttings shall be cleaned to prevent the contaminants from entering the storm drain system or surface waters when it rains. Wastewater from cutting operations must be disposed at the concrete wash facility, if one is required for concrete truck washing activities. Otherwise , cuttings can be discharged to onsite soil or other porous surfaces as long as no wastewater is allowed to enter storm drains and surface waters . If the Engineer, under WSDOT Standard Specifications Section 1-08.6, orders the Work suspended , the Contractor shall continue to control erosion , pollution, and runoff during the suspension . Payment for excavation or trench dewatering and the control of the discharge thereof shall be deemed incidental to and included in the various bid items of work requiring dewatering (e .g ., structure excavation) unless a specific bid item is set forth in the Proposal/Construction Contract. MAY 2019 CP7-SR-1A-19-00 SP-38 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS M ,-. ,.., ..... ., , .. ,-, ,-, CITY OF PASCO 8-01.3(1)F Permits (Special Provisions) Section 8-01 .3(1) is supplemented with the following: DIVISION 8 MISCELLANEOUS CONSTRUCTION Supplement For Work within the Right of Way -A completed Clearing and Grading Permit, including a Temporary Erosion and Sedimentation Control (TESC) Plan and a Construction Stormwater Pollution Prevention Plan (CSWPPP) including monitoring requirements is included in the Contract Documents. Contractor is responsible to retain the TESCP and CSWPPP on the construction site with the Contract Documents and to amend the plan sheet(s) as changes are made to erosion control in the field. All required monitoring including monitoring of erosion control Best Management Practices (BMPs) and water quality shall be noted in the project log book and made available to the City and regulatory agencies upon request. 8-01 .3(1 )G Reporting A. Site Discharges of Stormwater Site discharges of stormwater with a turbidity testing result greater than or equal to 250 NTUs, must be reported by phone immediately by the Contractor to: 1. The Department of Ecology -425-649-7000; and 2. The Utilities Construction Inspector; and 3. The City of Pasco Public Works Department Contractor shall record testing results in monitoring Log Book along with an y remedial actions taken to resolve the high turbidity discharge . B . Spill If any haz ardous materials, inc luding diese l fuel , gasoline, or hydraulic fluid , etc is disc harged to surface waters or the storm drain system, the Contractor shall immediately report by phone to : 1. Department of Ecology 24-Hour Spill Response Team at 1-800-258-5990; and 2. Call the National Response Center at 1-800-424-8802 ; and 3 . Call City of Pasco Public Works Department The Contractor shall also submit a detailed written report to the Washington State Department of Ecology (Ecology Eastern Regional Office , 4601 N. Monroe, Spokane, WA 99205-1295) within five (5) days that describes the nature of the event, corrective action taken and/or planned , steps to be taken to prevent a recurrence, results of any samples taken, and any other pertinent information. A copy of the report shall also be provided to the City. MAY 2019 CP7-SR-1A-19-00 SP-39 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO C. Fish Kill or Distress The Contractor shall immediately report by phone to: DIVISION 8 MISCELLANEOUS CONSTRUCTION 1. Washington State Department of Fish and Wildlife Area Habitat Biologist Larry Fisher. Office 425-313-5683; and 2. Call City of Pasco Inspector If artifacts or bones are observed, the Contractor shall call 1. City of Pasco Construction Inspector; and 2 . Army Corps of Engineers , Pasco office , 509.547.5751. If there is no response and there is a need for immediate help, call Dr. Whitlam at the Washington State Office of Histori c and Archaeological Program (OHAP). 360.407 .0771 . 8-01 .3(1)H Sediment Trapping The Contractor shall install erosion control BMPs to trap sediment onsite . Permanent detention ponds, pipes or vaults may only be used for sediment containment when specifi cally indicated on the Contract Plans. Such permanent facilities shall be cleaned of all sediment and debris prior to final project acceptance . Where shown on the Contract Plans, and at other sensitive areas (wetlands , streams, lakes, etc.) or as directed by the Engineer, the Contractor shall install double silt fencing at the proposed toe of the embankment to be constru cted and/or area to be cleared , grubbed or graded . Installation of additional sediment trapping BMPs shall be as directed by the Eng ineer should the need arise , at no additional cost to the City. 8-01.3(1)1 Temporary Stabilization All soils disturbed by construction activities must be stabilized and/or protected from erosion when measurable precipitation is forecasted or as directed by the Engineer. During May 1 through September 30, unworked soils and stockpiles shall not be exposed for longer than seven (7) days before being covered or stabilized . When there is the likelih o od of measurable precipitation (0.1 inch or more in a 24 hr. period), the Contractor shall temporari ly cover disturbed soils and stockpiles with plastic sheeting to protect them from erosion . Plastic sheeting is not to be used for long-term stabilization. Straw mulch (two inches deep) may be used for providing immediate protection to disturbed soils, and can be applied to slopes up to 2:1 for up to four months . The use of straw mulch alone is c onsidered temporary . If conditions warrant , straw mulch shall be anchored by crimping , covering with netting , or spraying with a tackifier. MAY2019 CP7-SR-1A-19-00 SP-40 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION Constructed slopes steeper than 10% shall be roughened by stair-step grading , grooving , furrowing, or tracking to produce indentations parallel to ground contours prior to seeding and mulching . Erosion control blankets (ECBs) shall be used on graded slopes greater than 2:1 or where directed by the Engineer. The Contractor may propose other suitable alternatives to stabilize disturbed areas. The Contractor shall submit the proposal along with all necessary supporting information to the Engineer for review. Only those suitable alternatives that have been approved by the Engineer may be implemented . Review and approval of alternative stabilization methods and/or materials by the Engineer does not alleviate the Contractor's responsibility for ensuring effective erosion control. If the alternative erosion control BMPs fail, the Contractor shall be responsible for stabilizing the disturbed area to prevent erosion at no additional cost to the City. It is the Contractor's responsibility to carefully select and implement appropriate erosion control alternatives given the site conditions. 8-01.3(1)J Permanent Stabilization When final grades have been established, areas disturbed by construction activities shall be permanently stabilized within 7 calendar days by hydroseeding , seeding and mulching , sodding and/or landscaping as shown on the Contract Plans if the TESC plan , or as directed by the Engineer. Additional hydraulic mulch shall supplement the typical hydroseed mi x due to site, seasonal or weather constraints as directed by the Engineer. Disturbed interior slopes and bottom for bio-swales and permanent drainage ditches shall be sodded . Contractor shall water the sod as needed to maintain a healthy, viable c ondition until final project acceptance. Ditches and swales which are not s uitable for sod placement due to continuous soil saturation , steep channel slope , seasonal conditions, etc., shall be protected with an appropriate non-eroding lining . 8-01.3(1 )K Erosion Control Best Management Practices An erosion co ntrol system using the following BMPs shall be installed prior to any clearing or grading. Additional erosion controls may be required by the Engineer as weather and field conditions dictate . If the Contractor removes BMPs in order to facilitate the c ompletion of the work, the Contractor shall immediately reinstall the BMPs in order to c ontrol erosion at no additional cost to the City . MAY2019 CP7-SR-1A-19-00 SP-41 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 8-01.3(8) Street Cleaning (Special Provisions) Section 8-01 .3(8) is supplemented with the following: DIVISION 8 MISCELLANEOUS CONSTRUCTION Supplement Dirt, mud , and debris shall be removed from the roadway by shoveling or sweeping and transported to an appropriate disposal area. The Contractor will not be allowed to use water to wash impervious surfaces or areas during construction. Vacuum sweepers with dust suppression shall be used as frequently as deemed necessary by the Engineer. If the City is forced to clean up after the Contractor's operations , the cost of time and materials will be deducted from the Contractor's payment. 8-01.3(9) Sediment Control Barriers Sediment control barriers shall be installed in accordance with TESC Plan or manufacturer's recommendations in the areas of clearing , grubbing , earthwork , or drainage prior to starting those activities . The sediment control barriers shall be maintained until the soils are permanently stabilized . 8-01 .3(15) Maintenance The Contractor shall inspect and maintain the temporary and permanent erosion control BMPs in a satisfactory working condition until such time that construction is complete , and the potential for erosion has passed . BMP maintenance activities shall be noted in the monitoring logbook . The Contractor shall inspect daily and immediately following a storm event, all areas containing permanent and temporary erosion control BMPs . The Contractor shall implement necessary repairs to or replacement of erosion control BMPs promptly. Repairs or replacement shall be performed immediately following a storm event and during prolonged rainfall. Sediment deposits shall be removed after each storm event or when the level of deposits reach approximately one-half the maximum potential depth or as directed by the Engineer. Disposal of any excavated material from the construction site and deposited on property within the city limits must be done in compliance with a valid permit. 8-01.3(1 S)A Temporary Suspension of Work (Special Provision) New It is the Contractor's responsibility to control water pollution and erosion resulting from his or her activities. All minimum required BMPs shall be installed and fully operational. If the Contractor is unable to satisfactorily abate water pollution or erosion problems due to adverse weather or construction methods, the Engineer shall suspend all or parts of the work until such problems are resolved to the satisfaction of the Engineer. The Contractor shall work diligently to implement additional BMPs or alternate construction methods to control water pollution and erosion and/or complete those parts of the project not affected by the suspension until the Engineer authorizes the suspended work to begin again. MAY 2019 CP7-SR-1A-19-00 SP-42 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,-, CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01.3(1 S)B Monitoring (Special Provision) The Contra ctor shall implement any mon itoring requirements set forth in the Contract Documents. New To document the effectiveness of the Contractor's efforts to control erosion , the Engineer may take samples to monitor the runoff flow for Total Suspended Solids (TSS) concentrations to analyze discharge quality from the project site . The State Surface Water Quality Standards (WAC 173 .201A) for turbidity are : 1. No more than five (5) Nephelometric Turbidity Units (NTU) increase over background levels when ba c kground turbidity is 50 NTU or less; or 2 . No more than a 10% increase over background levels when background turbidity is greater than 50 NTU. A copy of th e monitoring report will be provided to the Contractor. Based on the effectiveness of the Contractor's erosion control measures, work may be suspended during periods of rainfall or when rain is forecasted , if water quality protection cannot be maintained. The following enforcement procedure will be employed to ensure compliance with this spe cification and appli cable codes , regulations, laws and permits: Minor Violations: These include maintenance of existing BMPs and addressing minor deficiencies (more straw mulch, repairing silt fence, covering stockpiles , etc.). Minor Violations are those which have not yet resulted in water pollution, sediment, or turbid water leaving the site. Initial notice of minor violations may be verbal or written . Failure to correct these violations within the time set forth by the Engineer shall result in written Correction Notice . Correction Notice : Failure to comply with Initial Notice of Minor Violation(s) and/or a release of pollutants, turbid water, or sediment from the site shall result in a Correction Notice. The Correction Notice shall : 1) identify the work which needs to be performed to control water pollution or erosion: and 2) establish a specific timeframe for completion of such work. Other work on the site may be suspended as directed by the Engineer until the corrections are completed . Stop Work Order: Failure to address a Correction Notice within the timeframe specified shall result in the issuance of a Stop Work Order. Upon issuance of the Stop Work Order, all work on the site not directly related to correcting the water pollution or erosion problems shall be suspended as directed by the Engineer. W o rk on other aspects of site shall not resume until such problems are resolved to the satisfaction of the Engineer and the Stop Work Order is removed. 8-01.3(16) Removal The Contractor shall remove all temporary erosion control BMPs within twenty (20) days after final stabilization of disturbed areas is achieved and the permanent drainage facilities are MAY2019 CP7-SR-1A-19-00 SP-43 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION operational (e.g., vegetated swales are vegetated) and accepted by the City. Trapped sediment shall be removed unless otherwise approved by the Engineer. Disturbed soil resulting from removal of temporary erosion control BMPs shall also be permanently stabilized. If the installation and use of the erosion control BMPs have compacted or otherwise rendered the soil inhospitable to plant growth , such as construction entrances, the Contractor shall take measures to rehabilitate the soil to facilitate plant growth. This may include, but is not limited to , ripping the soil, incorporating soil amendments, or other horticultural practices . 8-01.4 Measurement (Special Provisions) Section 8-01.5 is revised with the following section: Water Pollution/Erosion Control shall not be measured for payment. 8-01.5 Payment (Special Provisions) Section 8-01 .5 is revised with the following section : Water Pollution and Erosion Control Lump Sum Replacement Replacement The Contract Price for Water Pollution and Erosion Control per lump sum shall include all costs for the work required at each site to furnish, install , maintain, and remove water pollution/erosion control measures for which a specific bid item has not been prepared , all i n accordance with these specifications and as directed by the Engineer. Specifically included in, but not limited to, the Contract Price bid for this item are all costs for: on hand erosion control material, stockpiling the specified quantities of erosion control materials on site , ready for use, street sweeping , repair and maintenance of water pollution and erosion control BMPs if work is suspended, covering and recovering stockpiles with plastic sheeting , installing, maintaining , and removing catch basin inserts, maintaining an Erosion Control, Sedimentation , and Water Quality Monitoring Log Book on the job site , recording weekly Erosion Control inspections preparing and submitting revisions to the TESC and CSWPPP to reflect erosion and sediment control measures that may differ from those shown in the Contract Plans, and compliance with the rainy season requirements. 8-01.6 Penalties (Special Provisions) New Failure of the Contractor to implement water pollution and erosion control BMPs that then results in a discharge of pollutants, sediment or turbid water to surface waters (lakes, streams, wetlands , ponds, etc.) shall result in monetary penalty and the issuance of a Stop Work Order and may be subject to an enforcement action under Chapter 1.18 BCC including monetary penalties in excess of that listed in the paragraph below. The issuance of three Stop Work Orders as a result of the Contractor failing to implement BMPs shall be grounds for termination of the Contract by the City. MAY 2019 CP7-SR-1A-19-00 SP-44 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS .... ..., - CITY OF PASCO 8-01.7 Clean-up (Special Provisions) DIVISION 8 MISCELLANEOUS CONSTRUCTION Replacement If pollutants or sediments are released from the project site , the Contractor shall be responsible for the immediate clean-up of impacted storm drainage facilities (e .g ., pipes, catch basins , ditches, swales, detention ponds) and the clean-up and/or restoration of surface waters as deemed appropriate by the Engineer. If the City is forced to clean up after the release of pollutants or sediments , the cost of such clean-up shall be deducted from any funds due or might become due to the Contractor. Such costs may include: A. Staff time (in c luding travel t ime and supervision) at the actual salary cost plus 100 perc ent (100%) for overhead; plus B . Actual expenses for materials; plus C. Actual expenses or rental rates for tools and equipment; plus D . Actual expenses for contracted services. The Contract Documents shall set forth the measurement and payment criteria associated with water pollution and erosion control activities . If specific bid item(s) have not been set forth in the Proposal/Construction Contrac t to address water pollutio n and erosion control activ ities, such work shall be deemed in c idental to and included in the various bid items of work and no additional payment will be allowed. 8-02 ROADSIDE RESTORATION 8-02 .4 Measurement (Special Provisions) Supplement this section with: Supplement Roadway Restoration will be as directed by the Engineer and paid under Force Account per Standard Specification Section 1-09.6 . Topsoil, mulch, and soil amendments will be measured by the cubic yard along the grade and slope of the area covered immediately after application. 8-02.5 Payment Payment will be made for the following listed Bid items that are included in the proposal : Roadway Restoration Topsoil, Type A MAY2019 CP7-SR-1A-19-00 SP-45 Force Account Cubic Yard 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS CITY OF PASCO DIVISION 8 MISCELLANEOUS CONSTRUCTION The unit Contract price per cubic yard for "Topsoil, Type A" shall be full payment all costs for the specified work 8-22 PAVEMENT MARKINGS 8-22.2 Materials (Special Provisions) Replacement Materials shall be provided in accordance with Section 9-34 .2 of the Standard Specifications for Roads , Bridges, and Municipal Construction . Thermoplastic materials shall be provided in accordance with Section 9-34.3 of the 2016 Standard Specifications for Roads, Bridges, and Municipal Construction: 1. MLE type R200 80 hot thermoplastic, manufactured by MLE Ind. Ltd ., Calgary, Alberta, Canada . 2. Catatherm® 30 125 mil thickness, hot extruded or sprayed thermoplastic manufactured by Cataphote Division, Jackson , Mississippi 39205 3. An approved equal. The initial skid resistance of the material shall be not less than 40 BPN when tested with a British Portable Tester in accordance with ASTM 303. 8-22.3 Construction Requirements (Specia l Provisions) Replacement Contractor shall restore all painted and thermoplastic markings damaged or removed by his activities with like materials in accordance with Section 8-22 Pavement Markings of the Standard Specification . Prior to installing pavement markings the Contractor shall pre-mark the layout of all channelization and receive approval from the Engineer. Pre-marks shall consist of painted spot markings. The Contractor shall notify the Engineer of his/her intention to receive approval of the pre-mark channelization at least 48 hours in advance. No specific method of payment is provided for pavement markings and all costs for this work shall be incidental to the project and included in other bid items . MAY2019 CP7-SR-1A-19-00 END OF DIVISION 8 SP-46 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS r 7 ,..., ,.., r, ,, ,.., ,.... 7 .., CITY OF PASCO MAY 2019 CP7-SR-1A-19-00 DIVISION 9 MATERIALS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ...., ,.., ,.., ,..., ,..., ,..., ,-, ,..., ..... CITY OF PASCO 9-03 AGGREGATES Add the following new section : 9-03 .16 Structural Soil (Special Provisions) DIVISION 9 MATERIALS A . The structural soil material shall be CU-Structural Soil as provided by a licensed Amereq, Inc., producer or approved equal. New D . The structural soil material shall be a mix consisting of the following proportions by weight, crushed stone: 100 lbs; clay loam: 20 lbs; hydrogel: 0.03 lbs. Total moisture at mixing shall be 10% (AASHTO T-99 optimum moisture). E . Washed crushed stone shall be granite graded from ¾" to 1 ½", highly angular with no fines . F . Clay loam shall conform to the USDA soil classification system (gravel <5%, sand 25-30%, silt 20-40%, clay 25-40%). G. Organic matter shall range between 2% and 5%. H . Hydrogel, a potassium propanoate/propenamide, co-polymer shall be added in a small amount to act as a tackifier. 9-14 EROSION CONTROL AND ROADSIDE PLANTING The materials for roadside planting shall meet the requirements of Section 9 14 of the Standard Specifications supplemented as follows. Irrigation water shall conform to the provisions of Section 9-25.2. 9-14.1 Topsoil 9-14.1(1) Topsoil, Type A (Special Provision) Supplement A. Topsoil Type A shall be a two-way mix or approved equal, consisting of the following : I. Soil shall be a mixture of 50% pure compost, and 50% sand, sandy loam, or silty sand. The compost shall be fully composted and mature organic materials. No fresh sawdust or other fres h wood by-products shall be added to extend the volume after the composting process. Refer to Section 9-14.4(8) Compost, of the Standard Specifications. J . Chemical/physical c haracteristics shall comply with the following: MAY 2019 CP7-SR-1A-19-00 SP-47 18080 FOSTER WELLS FORCEMAJN IMPROVEMENTS CITY OF PASCO Screen Size (approx. Particle size) Total Nitrogen Organic Matter pH Range Conductivity 7/16" maximum 0.25% minimum 50% 5.5-7.5 5 mmhos/cm maximum DIVISION 9 MATERIALS K. Compost shall be 98% minimum material derived from the aerobic decomposition of recycle plant waste and/or secondary sewage treatment. It shall be free of viable weeds and other plant propagules and shall have a moisture content that has no visible free water or dust produced when handling the material. L. Contractor shall provide a complete analysis of the Topsoil Type A, with a (1) cubic foot sample for review and approval. 9-14.2 Seed (Special Provision) Supplement Section 9-14.2 shall be supplemented with the following: A. The dealer shall mix the grass seed for hydroseeding. The Contractor shall furnish to the Engineer the dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Hydroseeded lawn shall be composed of the following varieties mixed in the properties indicated . B . Hydroseeded/Seeded Lawn Mix : Kind and Variety of Seed in Mixture Kentucky Bluegrass Blend (3 Varieties) Perennial Ryegrass Creeping Red Fescue % Bv Weight 50% 30% 20% % Pure Seed 99% weed free 99% weed free 99% weed free Minimum % Germination 90 90 90 C. Seed shall be applied at a rate of 6 lbs per 1,000 sq . ft. or 250 lbs pounds per acre on areas requiring Seeded Lawn Installation . D . All seed shall be Pure Live Seed. Inert and other crop material shall not exceed 5%, noxious weeds not to exceed 0%. E . "Erosion Control Seed Mix " shall be composed of the following varieties mixed in the proportions indicated: Name Durar Hard Fescue Covar Sheep Fescue Crested Wheatgrass Intermediate Wheatgrass Sherman Big Blue Basin Wildrye MAY2019 CP7-SR-1A-19-00 SP-48 % By Weight 25% 20% 20% 20% 5% 5% 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,-, ..., ,...... ,.... ,..., CITY OF PASCO DIVISION 9 MATERIALS F. Seed shall be applied at a rate of 2 lbs per 1,000 sq. ft. or 80 lbs pounds per acre on areas requiring erosion control seeding, fertilizi ng a nd mulc hing . G . Wood fiber mulch and fertilizer shall be applied at rate and type per seed supplier's recommendations . 9-14.3 Fertilizer (Special Provision) Supplement A. Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as specified herein. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients and manufacturer's guaranteed statement of analysis clearly marked, in accordance with State and Federal law . B . Fertilizer provided for hydroseeding applications shall be 10-10-10, applied at a rate that provides 1 pound of nitrogen per 1000 square feet. C. Fertilizer for trees and shrubs shall be Best-Paks, Bi odeg radable Packet, 20-10-5 Fertilizer or approved equal. 9-14.4 Mulch and Amendments 9-14.4(3) Bark or Wood Chip Mulch (Special Pro vision) Supplement A. The Contractor shall provide "Bark mulch ", 100% medium grade composted ground fir or hemlock bark B. Bark shall be uniform in color, free from weed seeds, sawdust and splinters. Mulch shall not contain resin , tannin , wood fiber or other compounds detrimental to plant life . Moisture content of bagged mulch shall not exceed 22 %. The acceptable size range of bark mulch material is ½ inch with a maximum of 20% passing the ½ inch screen . 9-14.5 Erosion Control Devices 9-14.5(2) Biodegradable Erosion Control Blanket (Special Provision) A . Erosion Control Blanket Approval Supplement this section with the following: Supplement For temporary erosion co ntrol blanket for Road embankment areas indi cated on the Plans, the Contractor shall submit product sample and technical data to the Engineer for approval, prior to installation. MAY2019 CP7-SR-1A-19-00 SP-49 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 9-14.6 Plant Materials 9-14.6(1) Quality (Special Provision) DIVISION 9 MATERIALS Supplement A. Plant material shall be free from disfiguring knots, swollen grafts, sunscale injuries, bark abrasions, evidence of improper pruning or other objectionable disfigurement. B . Potted and container stock shall be well rooted and vigorous enough to ensure survival and healthy growth . Shrubs shall have full foliage (not leggy). Container stock shall be grown in its delivery container for not less than six (6) months, but not for more than two (2) years. Root bound or broken containers will not be accepted. Bare root, liner and root stock with dried or shriveled roots from exposure will not be accepted. C . Trees will be provided with untapped, straight, single leaders , except for multiple stem (clump) trees . Trees shall have full crowns and balanced branching. 9-14.6(3) Handling and Shipping (Special Provision) Supplement A. All plant material shall be transported to planting locations with care to prevent damage. Tie back branches as necessary, and protect bark from chafing with burlap bags. Do not drag plant materials along ground without proper protection of roots and branches. Protect rootball from environmental or mechanical damage and water as necessary to keep roots moist. Do not store plants for more than one week . B . Within 14 days after award of this contract, the Contractor shall submit to the Engineer written documentation that all specified plant material has been located: 1. List supplier's names, addresses and phone numbers 2. List respective growing or storage locations C. Plant delivery is to be scheduled as close to plant installation as possible to avoid extended storage of materials on site . 9-14.6(4) Tagging (Special Provision) Supplement All plant material except ground cover shall be legibly tagged . Tagging may be by specie or variety. Remove all tagging prior to final acceptance. 9-14.6(5) Inspection (Special Provision) Supplement The Project Engineer shall reserve the option of selecting and inspecting plant material at the nursery. The contractor shall provide the Engineer with at least one week notice prior to preparing plants for shipping and delivery. The Contractor shall neither deliver to site nor install plant materials until authorized by the Project Engineer. MAY 2019 CP7-SR-1A-19-00 SP-50 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,... ,-, ,.., ,..., ,.., ,.., ,..., CITY OF PASCO DIVISION 9 MATERIALS Plants trimmed from larger sizes to meet the specified sizes will not be accepted . Plants shall not have any cuts in excess of 0 .75-inch in diameter that have not completely healed over. Leaders shall be intact on all plants . Trees shall not be pruned before delivery. Any plant that, in the opinion of the Engineer, does not comply with these general conditions will be rejected. The review and approval of all plant material by the Engineer prior to planting is required. The Contractor is to immediately remove rejected plants from the site. 9-14.6(6) Substitution of Plants (Special Provision) Supplement No substitution of plant species, varieties, sizes or shapes will be allowed without written authorization by the Project Engineer. Contractor shall provide the Project Engineer with at least (3) nursery sources, including phone numbers , showing material is unavailable before requesting a substitute for specified plant material. 9-14.6(7) Temporary Storage (Special Provision) Supplement Cold storage of plants will not be permitted . If planting is delayed more than 24 hours after delivery, set balled and burlapped plants on the ground , well protected with soil or wet peat. Adequately cover all roots of bare root material with soil or wet peat. Protect rootball from freezing, sun , drying winds or mechanical damage. Water material as necessary until planted. Plants shall not be stored for more than one week. Longer storage period at project site will result in rejection of plant materials by the Project Engineer. 9-14.8 Landscape Miscellaneous Items (Special Provision) New Section The contractor shall provide the material submittals for approval by the Engineer for all materials required . Materials Required: A. Decorative Rock with Landscape Fabric Provide a material source and 2 pound sample of the decorative rock mulch proposed for each property. Provide a material source and product specification sheet for the proposed landscape fabric. The product shall be a non-woven landscape fabric with a min . weight of 4 .0 oz / square yard and a tensile strength of MD 55 per ASTM D-4632 MAY2019 CP7-SR-1A-19-00 SP-51 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 9 MATERIALS B. Landscape Border (Pressure Treated) Materials detailed in the plans. C. Concrete Lawn Edging Match existing concrete lawn edging. Notify Engineer prior to substituting items. 0 . Concrete Block Landscape Edging Provide a material source and one concrete block representing the selected color choice for approval by the Engineer. The block shall be a precast rounded face concrete wall block measuring approximately 12-inch wide by 8-inch by 4-inch height or similar. E. Landscape Boulders Provide material source with proposed size submittal for approval. Landscape boulders shall conform to section 9-03.11(3) 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe (Special Provisions) Supplement Section 9-30.1 is supplemented with the following: 9-30.1(7) High Density Polyethylene Pipe (HOPE) A. PE4710 pipe and fitting material (compound): 1. PE4710 material (compound) shall conform to material requirements specified in [AWWA C906 or ASTM 03261] as applicable for the pipe or fitting. PE4710 material (compound) shall meet the requirements of ASTM 03350 and shall meet or exceed a cell classification of 445574 per ASTM 03350. 1. PE4710 material (compound) shall have a hydrostatic design stress (HOS) rating for water at 73°F (23°C) of not less than 1000 psi that shall be listed in PPI TR-4 in the name of the pipe manufacturer. 2 . PE4710 material (compound) shall have a hydrostatic design basis (HOB) rating at 140°F (60°C) of not less than 1000 psi that shall be listed in PPI TR-4 in the name of the pipe manufacturer. 3. PE4710 pipe and fitting material (compound) in PE4710 pipe and fittings shall contain color and ultraviolet (UV) stabilizer meeting the requirements of Code C or E per ASTM 03350. Code C material shall contain 2 to 3 percent carbon black to provide indefinite protection against UV degradation when material from MAY 2019 CP7-SR-1A-19-00 SP-52 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,.., ,...., ,..., ,.., ,..., ,. . r CITY OF PASCO DIVISION 9 MATERIALS the pipe is tested in accordance with ASTM 01603 or ASTM 04218. Code E material used for coextruded OD color stripes or a coextruded ID color layer shall contain sufficient UV stabilizer to protect the pipe against UV degradation for at least 24 months of unprotected outdoor exposure. Coextruded color PE compound material shall be PE4710 pipe material compound, varying only by color and UV stabilizer. 4. Clean rework materials derived from pipe production by the same manufacturer are acceptable as part of a blend with new material for the production of new pipe provided that the rework material is the same PE4710 material designation as the new material (compound) to which it is added . Finished products containing rework material shall meet the requirements this specification . B . PE4 710 pipe and butt fusion fittings shall have plain ends for butt fusion. C. PE4710 pipe 1. Nominal straight lengths of 3 inch and larger pipe shall be 40 ft . or 50 ft. 2. Nominal coil lengths of 4-inch and smaller pipe shall be 500 ft. Longer or shorter coils such as 800 ft for 4-inch pipe, 1000 ft for 3-inch pipe , or 2000 ft for 2 inch or smaller pipe shall be acceptable . Pipe shall be black. Coextruded lavender or purple stripes or a coextruded lavender or purple layer shall be an acceptable option. 3. Pipe shall be permanently marked using heated indent printing in accordance with [ASTM 03035] as applicable for the pipe size including : a. Nominal size and sizing system, e.g., IPS or 0100 b . DR or SOR c . Standard Designation , [AWWA C906], material designation, and pressure rating or pressure class for water at 73°F . MAY 2019 CP7-SR-1A-19-00 1) Marking the Standard Designation on the pipe shall serve as the manufacturer's certification that the pipe has been manufactured, sampled and tested and has been found to comply with the requirements of the standard . 2) The ASTM 03035 or ASTM F714 pipe pressure rating for water at 73 °F shall be "PE4710 PRXXX " where XXX = pressure rating in psi 3) The AWWA C901 pipe pressure class for water at 73°F shall be "PE4710 PCXXX" where XXX = pressure class in psi. 4) The AWWA C906 pipe pressure class for water at 73 °F shall be "PE3408 PCXXX" where XXX = pressure class in psi. Per AWWA C906, PE3408 marking and PE3408 PCXXX is required . Pipe may be manufactured SP-53 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO DIVISION 9 MATERIALS using PE4710 material (compound) that is listed in PPI TR-4 as meeting PE3408 requirements. d . Extrusion production-record code e. Manufacturer's Trademark or trade name 9-30.2 Fittings (Special Provisions) Supplement Section 9-30.2 is supplemented with the following new section: 9-30.2(12) High Density Polyethylene Pipe (HOPE) Fittings A. PE4710 Fittings 1. PE4710 butt fusion , saddle fusion , electrofusion and fabricated fittings shall be manufactured from PE4710 material (compound) in accordance with this specification . 2. PE4710 fittings shall comply with ASTM D3261 for molded butt fusion and saddle fusion fittings, flange adapters and MJ adapters, or shall comply with [AWWA C906] for fabricated butt fusion fittings , or shall comply with ASTM F1055 for electrofusion fittings. 3. PE4710 fittings shall comply with the marking requirements of ASTM D3261 for molded butt and saddle fusion fittings , flange adapters and MJ adapters or shall comply with the marking requirements of [AWWA C906] for fabricated butt fusion fittings, or shall comply with the marking requirements of ASTM F1055 for electrofusion fittings. 4. PE4710 fittings shall have pressure class ratings not less than the pressure class rating of the pipe to which they are joined . (This clause may be omitted for non- pressure service .) B . Fusion Joints 1. Unless otherwise specified , PE4 710 pipe and fittings shall be assembled in the fi e ld with butt fusion, saddle fusion or electrofusion joints. ASTM F2620 and the pipe manufacturer's recommended procedure (WL Plastics WL 101) shall be observed for butt fusion and saddle fusion joints. ASTM F1290 and the electrofusion fitting manufacturer's recommended joining procedure shall be observe d for electrofusion joints. 2 . Field butt fusion , saddle fusion and electrofusion joints shall be made by Fusion Technicians that are qualified in accordance with this specification to make the specific fusion joint type. MAY2019 CP7-SR-1A-19-00 SP-54 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS - ,... ,... ,-, ,... CITY OF PASCO DIVISION 9 MATERIALS 3. Field fusion joints shall be recorded and documented in accordance with this specification. C. Connections and Fittings for Pressure Applications 1. Connections shall be defined in conjunction with the linking of proje ct piping, as well as the tie-ins to other piping systems. 2. 3. Mechanical Fittings a . Acceptable mechanical fittings for use with PE4710 pipe and fittings shall be mechanical fittings that are qualified by the mechanical fitting manufacturer for use with HOPE pipe and fittings . b. Mechanical fittings for use with HOPE pipe shall provide restrai nt aga inst longitudinal separation that is inherent to the design of the joint. Mechanical joints that do not provide restraint against pull-out or push-off are prohibited. c. Mechanical co nnections to non-HOPE devices and appurtenances shall be by bolted flange adapter or MJ adapter. Flange adapter and MJ adapter connections shall be asse mbled , installed and tightened in accordance with flange adapter or MJ adapter manufacturer's instructions . Flange bolt tightening shall be in accordance with PPI TN 38. 4. Gasketed , Push-O n Fittings a. Gasketed push-on fittings shall be fitted with external mechanical restraints that span across the joint and are assembled in accordance with restraint manufacturer's instructions . 1) Thrust blocking does not provid e acceptable restraint and is prohibited . 2) Where plain-end PE4710 pipe is assembled with push-on fittings, the PE4710 pipe end shall be fitted with electrofusion restraints so that external mechanical restraint may be secu red to the PE4710 pipe . b. Where PE4710 pipe is connected to gasketed mechanical joint fittings or appurtenances, the connection shall be made by butt fusing a PE4710 MJ Adapte r to the PE4710 pipe and connecting the PE4710 MJ Adapter to the mechanical joint fitting or appurtenance. 5. Sleeve-Type Couplings a . Sleeve-type mechanical couplings shall be manufactured for use with HOPE pipe, and shall be restrained as indi cated on the drawings an d in th ese specifications . Unrestrained s leeve-type couplings are prohibited. MAY2019 CP7-SR-1A-19-00 SP-55 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS CITY OF PASCO 6. Expansion and Flexible Couplings b. Expansion-type mechanical couplings are prohibited . 7. Connection Hardware DIVISION 9 MATERIALS a . Bolts and nuts for buried service shall be made of non-corrosive , high- strength, low-alloy steel having the characteristics specified in ANSI /AWWA C111 /A21.11 , regardless of any other protective coating. MAY 2019 CP7-SR-1A-19-00 END OF DIVISION 9 SP-56 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS ,-, ,..., ,-, ,... ...., ..., CITY OF PASCO MAY2019 CP7-SR-1A-19-00 APPENDIX A PERMITS 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS City of Pasco Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborer s Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers April 2019 CP7-SR-1A-19-00 Cleaning; Not Construction Debris Cleanup) Firewatch Form Cleaning Machine Feeder, Stacker Form Setter, Paving General Laborer Grade Checker Grout Machine Header Tender Guard Rail Gunite Hazardous Waste Worker (level A) Hazardous Waste Worker (level B) Hazardous Waste Worker (level C) Hazardous Waste Worker (level D) Hdpe Or Similar Liner Installer High Scaler Jackhammer Operator Miner, Class ""b" Laser Beam Operator Miner, Class ""a"" Miner, Class ""c"" Miner, Class ""d"" Monitor Operator, Air Track Or Similar Mounting Mortar Mixer Nipper Nozzleman Nozzleman, Water (to Include Fire Hose), Air Or Steam Pavement Breaker, 90 Lbs. & Over Pavement Breaker, Under 90 Lbs. Pipelayer Pipelayer, Corrugated Metal Culvert And Multi-plate Pipewrapper Plasterer Tenders Pot Tender Powderman Powderman Helper Power Buggy Operator $39.29 $39.29 $39.56 $39.29 $41.82 $39.29 $39.29 $39.83 $40.11 $39.83 $39.56 $39.29 $39.29 $39.83 $39.56 $39.83 $39.29 $39.83 $40.11 $39.83 $39.83 $39 .29 $39 .83 $39 .56 $39.83 $39.56 $39.83 $39 .56 $39.83 $39.83 $39.56 $41.48 $39.56 $39.56 $39.56 Appendix B, Page 4 of 32 State Prevailing Wage Rates 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 18080 Foster Wells Forcemain Improvements ,... ..... ,...., ....., City of Pasco Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborer s Franklin Laborers Franklin Laborer s Franklin Laborers Franklin La borers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers Franklin Laborers · Underground Sewer & Water Franklin Laborers · Underground Sewer & Water Franklin LandscaQe Construction Franklin LandscaQe Construction Franklin LandscaQe Maintenance Franklin Lathers Franklin Marble Setters Franklin Metal Fabrication {In ShoQ) Franklin Metal Fabri cation {In ShoQ) April 2019 CP7-SR-1A-19-00 Power Tool Operator, Gas , Electric, Pneumatic Railroad Equipment, Power Driven, Except Dual Mobile Railroad Power Spiker Or Puller, Dual Mobile Remote Equipment Operator Remote Equipment Operator (i.e. Compaction And Demolition) Rigger/signal Person Riprap Person Rodder & Spreader Sandblast Tailhoseman Scaffold Erector, Wood Or Steel Stake Jumper Structural Mover Tailhoseman (water Nozzle) Timber Bucker & Faller (by Hand) Track Laborer (rr) Traffic Control Laborer Traffic Control Supervisor Trencher, Shawnee Trenchless Technology Technician Truck Loader Tugger Operator Vibrators, All Wagon Drills Water Pipe Liner Welder, Electric, Manual Or Automatic (hdpe Or Similar Pipe And Liner) Well-point Person Wheelbarrow, Power Driven General Laborer & Topman Pipe Layer Landscape Laborer Landscape Operator Groundskeeper Journey Level Journey Level Fitter Laborer $39.56 $39.56 $40.11 $39.56 $39.56 $39.29 $39.56 $39.29 $39.29 $39.29 $39.29 $39.29 $39 .29 $39.29 $37.19 $38.19 $39.56 $39.83 $39.29 $39.56 $39.83 $39.56 $39.56 $40.11 $39.29 $39.56 $39.29 $39.83 $37.19 $44.55 $15.09 $45.11 $49.04 $12.76 $12.00 Appendix 8 , Page 5 of 32 State Prevailing Wage Rates 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B SA SA 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M BT 1M BS 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M BT 1M 8D 1 1B 8N 1M 1 1 18080 Foster Wells Force main Improvements City of Pasco Franklin Metal Fa brication {In Sho12 ) Franklin Metal Fabrication {In Sho12) Franklin Metal Fabrication {In Sho12 ) Franklin Millwright Franklin Modular Buildings Franklin Painters Franklin Pi l e Driver Franklin Pl asterers Franklin Playground & Park Egui12ment Installers Franklin Plumbers & Pi12efitters Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12erators Franklin Power Eg ui12ment O12erators Franklin Power Eg ui12ment O12erators Franklin Power Egui12ment O12 erators Franklin Power Egui12ment O12 erators Franklin Power Egui12ment O12 erators Franklin Power Egui12ment O12erators Franklin Power Eg ui12ment O12 erators Franklin Power Eg ui12ment O12 erators Franklin Power Eg ui12ment O12erators Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12 erators Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12 erators Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12er ators Franklin Power Eg ui12ment O12 erators Franklin Power Eg ui12ment O12erators Franklin Power Egui12ment O12erators Franklin Power Egui12ment O12erators April 2019 CP7-SR-1A-19-00 Machine Operator Painter Welder Journey Level Journey Level Journey Level Journey Level Journey Level Journey Level Journey Level A-frame Truck (2 Or More Drums) A-frame Truck (single Drum) Asphalt Plant Operator Assistant Plant Operator, Fireman Or Pugmixer (asphalt) Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) Assistant Refrigeration Plant (under 1000 Ton) Automatic Subgrader (ditches & Trimmers) Backfillers (cleveland & Similar) Backhoe & Hoe Ram (under 3/4 Yd.) Backhoe (45,000 Gw & Under) Backhoe (45,000 Gw To 110,000 Gw) Backhoe (over 110,000 Gw) Backhoes & Hoe Ram (3 Yds & Over) Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) Bagley Or Stationary Scraper Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) Batch Plant & Wet Mix Operator, Single Unit (concrete) Batch Plant (over 4 Units) Belt Finishing Machine Belt Loader (kocal Or Similar) Belt-crete Conveyors With Power Pack Or Similar Bending Machine Bit Grinders $12.66 $12.00 $12.76 $64.25 $12.00 $34.65 $46 .24 $42.88 $12.00 $80.93 $44.39 $43.78 $44.99 $43.78 $44.39 $43.78 $44.99 $44.39 $44.71 $44.71 $44.99 $45.26 $45.26 $44.99 $43 .78 $44.99 $44.39 $44.99 $43.78 $44.39 $44 .39 $44.39 $43.46 Appendix B, Page 6 of 32 State Prevailing Wage Rates 5A 62 5A 7K 62 7B 7B 78 78 7B 78 7B 78 7B 7B 78 78 78 78 78 78 78 78 78 78 78 78 78 1 1 1 18 8N 1 1W 18 8N 1N 1 1.Q. 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements r ,.., ...., City of Pasco Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Frankli n Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power Egu i Qment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators April 2019 CP7-SR-1A-19-00 Blade (finish & Bluetop), Automatic, Cmi, Abe, Finish Athey & Huber & Similar When Used As Automatic Blade Operator (motor Patrol & Attachments) Blower Operator (cement) Boat Operator Bob Cat (skid Steer) Bolt Threading Machine Boom Cats (side) Boring Machine (earth) Boring Machine (Rock Under 8 inch Bit -Quarry Master, Joy Or Similar) Bump Cutter (wayne, Saginau Or Similar) Cableway Controller (dispatcher) Cableway Operators Canal Lining Machine (concrete) Carrydeck & Boom Truck (under 25 Tons ) Cement Hog Chipper (without Crane) Cleaning & Doping Machine (pipeline) Clamshell, Dragline Compactor (self-propelled With Blade) Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) Compressors (under 2000 Cfm , Gas, Diesel Or Electric Power) Concrete Cleaning / Decontamination Machine Operator Concrete Pump Boon Truck Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) Concrete Saw (multiple Cut) Concrete Slip Form Paver Conveyor Aggregate Delivery Systems (c.a.d.) Crane Oiler-Driver (cdl Required) & Cable Tender, Mucking Machine $45.26 $44.99 $43.78 $43.46 $44.39 $43.46 $44.99 $44.39 $44.39 $44.39 $44.99 $45.26 $44 .39 $44 .71 $43.78 $44 .39 $46.36 $44.99 $43 .78 $43.46 $45.26 $44.99 $44.55 $43.78 $44.99 $44.99 $43.46 Appendix B , Page 7 of 32 State Prevailing Wage Rates 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements City of Pasco Franklin Power Egui Qment OQerators Franklin Power Egui12ment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQer ators Franklin Power EguiQment OQerators Franklin Powe r Eg ui12ment OQerators Franklin Powe r Eg ui12ment OQerators Franklin Power Eg ui 12ment OQerators Franklin Powe r Eg uiQment OQerators Franklin Power EguiQmen t OQerators Franklin Power EguiQment O12erators Franklin Power Eg uiQment OQerators Franklin Power EguiQment OQerators Franklin Powe r Eg ui 12ment O12erators Franklin Power Eg ui12ment O12erators Franklin Power Eg ui 12ment OQerators Franklin Powe r Egui12ment OQer ators Franklin Power Eg uiQment OQerators Franklin Power EguiQment OQerators Franklin Power Egu i Qment OQerators Franklin Power Egui12ment OQerators Franklin Power Egui Qment OQerators Franklin Power Egui 12 ment OQerators Franklin Power Egu i Qment OQerators Franklin Power Egui Qment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators April 2019 CP7-SR-1A-19-00 Cranes (25 Tons ft Under), All Attachments Incl. Clamshell, Dragline Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline Cranes (85 Tons ft Over) And All Climbing, Overhead, Rail ft Tower. All Attachments Incl. Crusher Feeder Crusher, Grizzle ft Screening Plant Operator Curb Extruder (asphalt Or Concrete) Deck Engineer Deck Hand Derricks ft Stifflegs (65 Tons ft Over) Derricks ft Stifflegs (under 65 Tons) Distributor Leverman Ditch Witch Or Similar Dope Pots (power Agitated Dozer I Tractor (up To D-6 Or Equivalent) And Traxcavator Dozer I Tractors (d-6 ft Equivalent ft Over) Dozer, 834 R/t ft Similar Drill Doctor Driller Licensed Drillers Helper Drilling Equipment (8 inch Bit ft Over -Robbins, Reverse Circulation ft Similar) Drills (churn, Core, Calyx Or Diamond) Elevating Belt (holland Type) Elevating Belt-type Loader (euclid, Barber Green ft Similar) Elevating Grader-type Loader (dumor, Adams Or Similar) Elevator Hoisting Materials Equipment Serviceman, Greaser ft Oiler Fireman ft Heater Tender $44.71 $44.99 $45.26 $46 .36 $43.46 $44.99 $44.55 $44.39 $43.46 $45.26 $44 .71 $43.78 $43.78 $43.78 $44.39 $44.99 $44.99 $44.99 $46.36 $43.46 $44.71 $44 .55 $45.26 $44.39 $44 .39 $43.78 $44.55 $43.46 Appendix B , Page 8 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements r ,... ,.., ,.... City of Pasco Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerato r s Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Frank lin Power Egu i Qment OQerators Franklin Power EguiQment OQerators Franklin Power Egu i Qment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQe rators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators April 2019 CP7-SR-1 A-19-00 Fork Lift Or Lumber Stacker, Hydra-life & Similar Generator Plant Engineers (diesel Or Electric) Gin Trucks (pipeline) Grade Checker Gunite Combination Mixer & Compressor H.d. Mechanic H.d. Welder Heavy Equipment Robotics Operator Helicopter Pilot Helper, Mechanic Or Welder, H.D Hoe Ram Hoist (2 Or More Drums Or Tower Hoist) Hoist, Single Drum Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) Hydro-seeder, Mulcher, Nozzleman Lime Batch Tank Operator (recycle Train) Lime Brain Operator (recycle Train) Loader (360 Degrees Revolving Koehring Scooper Or Similar) Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) Loaders (bucket Elevators And Conveyors) Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) Loaders (overhead & Front- end, Under 4 Yd s .. R/t) Loaders (overhead And Front- end, 10 Yds. & Over) Locomotive Engineer Longitudinal Float Master Environmental Maintenance Technician Mixer (portable • Concrete) Mixermobile Mobile Crusher Operator (recycle Train) Mucking Machine $43.78 $44 .39 $43 .78 $44 .71 $44 .39 $45 .26 $45 .26 $45 .26 $46.36 $43.46 $44 .71 $44 .55 $43 .78 $45 .26 $43.46 $44.99 $44.99 $45 .26 $44.99 $43 .78 $45.26 $44.55 $46.36 $44.39 $43.78 $45.26 $43.78 $44 .39 $44.99 $44 .39 $44.99 Appendix B , Page 9 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M SD 18080 Foster Wells Forcemain Improvements City of Pasco Franklin Power EguiQment OQerators Franklin Power Egui Qment OQerators Franklin Power EguiQment OQerators Franklin Power Eg ui Qment OQerators Franklin Power Eg ui Qm ent OQerators Franklin Power Egui Qment OQerators Franklin Power Eg uiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power Egu1Qment OQerators Franklin Power Eg uiQment OQerators Franklin Power EguiQment OQerators Franklin Po wer EguiQment OQerators Franklin Power EguiQment OQerators Franklin Power Eg uiQment OQerators Franklin Power EguiQment OQerators Franklin Power EguiQment OQ er ators Franklin Power EguiQment OQerators Franklin Power EguiQment OQerators April 2019 CP7-SR-1A-19-00 Multiple Dozer Units With Single Blade Pavement Breaker, Hydra- hammer & Similar Paving (dual Drum) Paving Machine (asphalt And Concrete) Piledriving Engineers Plant Oiler Posthole Auger Or Punch Power Broom Pump (grout Or Jet) Pumpman Quad-track Or Similar Equipment Railroad Ballast Regulation Operator (self-propelled) Railroad Power Tamper Operator (self-propelled) Railroad Tamper Jack Operator (self-propelled) Railroad Track Liner Operator (self-propelled) Refrigeration Plant Engineer (1000 Tons & Over) Refrigeration Plant Engineer (under 1000 Ton) Rollerman (finishing Asphalt Pavement) Rollers, All Types On Subgrade , Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B Roto Mill (pavement Grinder) Rotomill Groundsman Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) Rubber-tired Skidders (r /t With Or Without Attachments) Scrapers, All, Rubber-tired Screed Operator Shovels (3 Yds . & Over) Shovels (under 3 Yds.) Signalman (whirleys, Highline, Hammerheads Or Similar) $43.78 $44.71 $44.99 $44 .71 $43.46 $44.39 $43.78 $44.39 $43.46 $44.99 $43.78 $43.78 $43.78 $44 .71 $44.71 $44.55 $44.99 $43.46 $44 .99 $44.55 $45 .26 $44 .55 $44.99 $44.99 $45.26 $44.99 $44.71 $44.39 Appendix B, Page 10 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements ,.., ,.., ,.., ,.... ,.., ..... City of Pasco Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguig ment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eguigment Ogerators Franklin Power Eg uigment Ogerators Franklin Power Eguigment Ogerators- Underground Sewer & Water Franklin Power Eguigment Ogerators- Underground Sewer & Water Franklin Power Eg uigment Ogerators- Underground Sewer & Water Franklin Power Eguigment Ogerators- Underground Sewer & Water Franklin Power Eguigment Ogerators- Underground Sewer & Water Franklin Power Eguigment Ogerator s- Underground Sewer & Water Franklin Power Eguigment Ogerators- Underground Sewer & Water Franklin Power Eguigment Ogerators- Underground Sewer & Water Franklin April 2019 CP7-SR-1A-19-00 Soil Stabilizer (p & H Or Similar) Spray Curing Machine (concrete) Spreader Box (self-propelled) Spreader Machine Steam Cleaner Straddle Buggy (ross & Similar On Construction Job Only) Surface Heater & Planer Machine Tractor (farm Type R/t With Attachments, Except Backhoe) Traverse Finish Machine Trenching Machines (7 Ft. Depth & Over) Trenching Machines (under 7 Ft. Depth Capacity) Tug Boat Operator Tugger Operator Turnhead (with Re-screening) Turnhead Operator Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) Vactor Guzzler, Super Sucker Vacuum Blasting Machine Operator Vacuum Drill (reverse Circulation Drill Under 8" Bit) Welding Machine Whirleys & Hammerheads, All A-frame Truck (2 Or More Drums) A-frame Truck (single Drum) Asphalt Plant Operator Assistant Plant Operator, Fireman Or Pugmixer (asphalt) Assistant Refrigeration Plant & Chiller Operator ( over 1000 Ton) Assistant Refrigeration Plant (under 1000 Ton) Automatic Subgrader (ditches & Trimmers) Backfillers (cleveland & Similar) $43.78 $43 .78 $44.39 $43.46 $43.78 $44.55 $43.78 $44.39 $44.99 $44.55 $44.99 $43.78 $44.55 $44 .39 $45.26 $44.99 $45.26 $44.55 $43.46 $45.26 $44.39 $43.78 $44.99 $43.78 $44 .39 $43.78 $44.99 $44.39 $44.71 Appendix B , Page 11 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements City of Pasco Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Eg ui12ment O12erators- Underground Sewer & Water Franklin Power Egui 12 me nt O12era t ors- Underground Sewer & Water Franklin Power Egui12ment O12erators - Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Eg ui12ment O12erators- Underground Sewer & Water Franklin Power Egui 12 ment O12erators- Underground Sewer & Water Franklin Power Egui 12 ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Eg ui12ment O12erators- Underground Sewer & Water Franklin Power Eg ui12m e nt O12erators- Underground Sewer & Water Franklin Power Eg ui12me nt O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12 e rator s- Underground Sewer & Water Franklin Power Eg ui12m e nt O12erators- Underground Sewer & Water Franklin Power Eg ui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Eg ui12ment O12erators- Underground Sewer & Wate r Franklin Power Eg ui12me nt O12erators - Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Eg ui12men t O12erators- Undergr ound Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water April 2019 CP7-SR-1A-19-00 Backhoe & Hoe Ram (under 3/4 Yd.) Backhoe (45,000 Gw & Under) Backhoe (45,000 Gw To 110,000 Gw) Backhoe (over 110,000 Gw) Backhoes & Hoe Ram (3 Yds & Over) Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) Bagley Or Stationary Scraper Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) Batch Plant & Wet Mix Operator, Single Unit (concrete) Batch Plant (over 4 Units) Belt Finishing Machine Belt Loader (kocal Or Similar) Belt-crete Conveyors With Power Pack Or Similar Bending Machine Bit Grinders Blade (finish & Bluetop), Automatic, Cmi, Abe , Finish Athey & Huber & Similar When Used As Automatic Blade Operator (motor Patrol & Attachments) Blower Operator (cement) Boat Operator Bob Cat (skid Steer) Bolt Threading Machine Boom Cats (side) Boring Machine (earth) Boring Machine (Rock Under 8 inch Bit -Quarry Master, Joy Or Similar) $44.71 $44 .99 $45.26 $45 .2 6 $44.99 $43.78 $44 .99 $44 .39 $44.99 $43.78 $44.39 $44 .39 $44.39 $43.46 $45 .26 $44.99 $43.78 $43.46 $44.39 $43.46 $44 .99 $44.39 $44 .39 Appendix B , Page 12 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements ,.., ,... ,.., .... ,.... ,.., .., City of Pasco Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin Power EguiQment 012erators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui12ment 012erators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment 0Qerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui12ment 012erators- Underground Sewer & Water Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui12ment 0Qerators- Underground Sewer & Water Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin Power EguiQment 012erators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin Power EguiQment 0Qerators- Underground Sewer & Water Franklin Power EguiQment OQerators - Underground Sewer & Water Franklin Power Egui12ment OQerators- Underground Sewer & Water Franklin April 2019 CP7-SR-1A-19-00 Bump Cutter (wayne, Saginau Or Similar) Cableway Controller (dispatcher) Cableway Operators Canal Lining Machine (concrete) Carrydeck & Boom Truck (under 25 Tons) Cement Hog Chipper (without Crane) Cleaning & Doping Machine (pipeline) Clamshell, Dragline Compactor (self-propelled With Blade) Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) Concrete Cleaning / Decontamination Machine Operator Concrete Pump Boon Truck Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) Concrete Saw (multiple Cut) Concrete Slip Form Paver Conveyor Aggregate Delivery Systems (c.a.d.) Crane Oiler-Driver (cdl Required) & Cable Tender, Mucking Machine Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $44.39 $44.99 $45.26 $44.39 $44.71 $43.78 $44.39 $46.36 $44.99 $43.78 $43.46 $45.26 $44 .99 $44 .55 $43 .78 $44.99 $44 .99 $43.46 $44.71 $44.99 $45 .26 $46.36 Appendix B , Page 13 of 32 State Prevailing Wage Rates 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements City of Pasco Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12e r ators- Under ground Sewer & Water Franklin Power Egu i 12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators - Underground Sewer & Water Franklin Power Egui12ment O12erators - Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Und erground Sewer & Water Franklin Power Egui12ment O12erators- Und erground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water Franklin Power Egui12ment O12erators- Underground Sewer & Water April 2019 CP7-SR-1 A-19-00 Cranes (85 Tons & Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. Crusher Feeder Crusher, Grizzle & Screening Plant Operator Curb Extruder (asphalt Or Concrete) Deck Engineer Deck Hand Derricks & Stifflegs (65 Tons & Over) Derricks & Stifflegs (under 65 Tons) Distributor Leverman Ditch Witch Or Similar Dope Pots (power Agitated Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator Dozer / Tractors (d-6 & Equivalent & Over) Dozer, 834 R/t & Similar Drill Doctor Driller Licensed Drillers Helper Drilling Equipment (8 inch Bit & Over -Robbins, Reverse Circulation & Similar) Dr ills (churn, Core, Calyx Or Diamond) Elevating Belt (holland Type) Elevating Belt-type Loader (euclid, Barber Green & Similar) Elevating Grader-type Loader (dumor, Adams Or Similar) Elevator Hoisting Materials Equipment Serviceman , Greaser & Oiler $43.46 $44 .99 $44 .55 $44 .3 9 $43.46 $45.26 $44.71 $43 .78 $43 .78 $43 .78 $44 .39 $44 .99 $44 .99 $44 .99 $46 .3 6 $43.46 $44.71 $44.55 $45 .26 $44.39 $44.39 $43 .78 $44.55 Appendix B , Page 14 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements ,..., ,.., ,.., ,.., ,..., ...., City of Pasco Franklin Power Egui12ment O12erators- Underground Sewe r ft Water Franklin Powe r Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators - Underground Sewer ft Water Franklin Power EguiQment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12e r ators- Underground Sewer ft Water Franklin Power Egui12ment O12erators - Underground Sewer ft Water Franklin Power Eg ui12 m ent O12erators- Underground Sewer ft Water Franklin Power Egui 12 ment O12erators- Underground Sewer ft Water Franklin Power Egui 12 m ent O12erators- Underground Sewer ft Water Franklin Power Egui 12 ment O12erators - Underground Sewer ft Water Franklin Power Egui12ment O12erators - Underground Sewer ft Water Franklin Power EguiQmen t O12erators- Underground Sewer ft Water Franklin Power Egui 12ment O12erators- Underground Sewer ft Water Franklin Power Eg uiQment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erator s- Underground Sewer ft Water Franklin Power Egui 12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators - Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water Franklin Power Egui12ment O12erators - Underground Sewer ft Water Franklin Power Egui12ment O12erators- Underground Sewer ft Water April 2019 CP7-SR-1A-19-00 Fireman ft Heater Tender Fork Lift Or Lumber Stacker, Hydra-life ft Similar Generator Plant Engineers (diesel Or Electric) Gin Trucks (pipeline) Grade Checker Gunite Combination Mixer ft Compressor H.d. Mechanic H.d. Welder Heavy Equipment Robotics Operator Helicopter Pilot Helper, Mechanic Or Welder, H.D Hoe Ram Hoist (2 Or More Drums Or Tower Hoist) Hoist, Single Drum Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) Hydro-seeder, Mulcher, Nozzleman Lime Batch Tank Operator (recycle Train) Lime Brain Operator (recycle Train) Loader (360 Degrees Revolving Koehring Scooper Or Similar) Loader Operator (front-end ft Overhead, 4 Yds. Incl. 8 Yds .) Loaders (bucket Elevators And Conveyors) Loaders (overhead ft Front- end, Over 8 Yds. To 10 Yds.) Loaders (overhead ft Front- end, Under 4 Yds .. R/t) Loaders (overhead And Front- end, 10 Yds . ft Over) Locomotive Engineer $43.46 $43.78 $44.39 $43.78 $44.71 $44 .39 $45 .26 $45.26 $45.26 $46.36 $43.46 $44.71 $44.55 $43.78 $45.26 $43.46 $44.99 $44 .99 $45.26 $44.99 $43 .78 $45.26 $44.55 $46.36 $44.39 Appendix B , Page 15 of 32 State Prevailing Wage Rates 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 78 78 7B 7B 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 1M 80 18080 Foster Wells Forcemain Improvements City of Pasco Franklin Power EguiQment OQ erators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui Qment OQerators- Underground Sewer & Water Franklin Power Egui Qment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui Qment OQerators - Under ground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui Qment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Egui Qment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power Eg uiQment OQerators - Underground Sewer & Water Franklin Power EguiQment OQerators - Underground Sewer & Water Franklin Power Egu i Qment OQer ators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Wa t er Franklin Power EguiQment OQerators - Underground Sewer & Water Franklin Power EguiQment OQerators - Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators - Underground Sewer & Water Fr anklin Power EguiQment OQerators - Underground Sewer & Water Frankli n Power EguiQment OQerators- Underground Sewer & Water April 2019 CP7-SR-1 A-19-00 Longitudinal Float Master Environmental Maintenance Technician Mixer (portable -Concrete) Mixermobile Mobile Crusher Operator (recycle Train) Mucking Machine Multiple Dozer Units With Single Blade Pavement Breaker, Hydra- hammer & Similar Paving (dual Drum) Paving Machine (asphalt And Concrete) Piledriving Engineers Plant Oiler Posthole Auger Or Punch Power Broom Pump (grout Or Jet) Pumpman Quad-track Or Similar Equipment Railroad Ballast Regulation Operator (self-propelled) Railroad Power Tamper Operator (self-propelled) Railroad Tamper Jack Operator (self-propelled) Railroad Track Liner Operator (self-propelled) Refrigeration Plant Engineer (1000 Tons & Over) Refrigeration Plant Engineer (under 1000 Ton) Rollerman (finishing Aspha lt Pavement) Rollers , All Types On Subgrad e, Including Seal And Chip Coating (farm Type, $43.78 $45.26 $43 .78 $44.39 $44 .99 $44 .39 $44.99 $43.78 $44 .71 $44 .99 $44 .71 $43.46 $44.39 $43 .78 $44 .39 $43.46 $44.99 $43 .78 $43.78 $43 .78 $44.71 $44 .71 $44 .55 $44 .99 $43.46 Appendix B , Page 16 of 32 State Prevailing Wage Rates 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Impr ovements r ,-, ,-, ,., ,.., ,..., ... City of Pasco Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQerators- Underground Sewer & Water Franklin Power EguiQment OQe rators- Underground Sewer & Water Franklin Power Eg uiQment OQerators- Underground Sewer & Water Franklin Power Eg uiQmen t OQerat ors- Un d erground Se wer & Water Franklin Power Eg ui Qment O12erators- Undergr ound Sewer & Water Franklin Power Eg uiQment OQerators- Undergr ound Sewer & Water Franklin Power EguiQm e nt OQe r ators- Underground Sewer & Water Franklin Power Egu i Qm ent O12e r ators- Un derground Sewer ft Water Franklin Power EguiQment O12erators- Underground Sewer ft Water Franklin Power Eg uiQment OQerators- Underground Sewer & Water Franklin Power Eg uiQment OQerators- Underground Sewer & Water Franklin Power Eg uiQment OQerators- Underground Sewer & Water franklin Power Eg ui12ment OQerators- Underground Sewer & Water Franklin Po wer Eg ui12ment OQ erators- Underground Sewer & Water Franklin Power Eg ui12ment OQerators- Underground Sewer ft Water Franklin Power Eg uiQment OQe rators- Underground Sewer ft Water Franklin Po wer Eg uiQment O12erators- Underground Sewer ft Water Franklin Power EguiQm ent OQerators- Underground Sewer & Water Franklin Power Egui12 ment O12erators - Underground Sewer & Water Franklin Power Egui12men t OQerators- Underground Sewer ft Water Franklin Power Egui12ment OQerators- Underground Sewer ft Water April 2019 CP7-SR-1A-19-00 Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B Roto Mill (pavement Grinder) Rotomill Groundsman Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) Rubber-tired Skidders (r It With Or Without Attachments) Scrapers, All, Rubber-tired Screed Operator Shovels (3 Yds . & Over) Shovels (under 3 Yds.) Signalman (whirleys, Highline, Hammerheads Or Similar) Soil Stabilizer (p ft H Or Similar) Spray Curing Machine (concrete) Spreader Box (self-propelled) Spreader Machine Steam Cleaner Straddle Buggy (ross ft Similar On Construction Job Only) Surface Heater ft Planer Machine Tractor (farm Type R/t With Attachments, Except Backhoe) Traverse Finish Machine Trenching Machines (7 Ft. Depth & Over) Trenching Machines (under 7 Ft. Depth Capacity) Tug Boat Operator Tugger Operator Turnhead (with Re-screening) $44.99 $44.55 $45.26 $44.55 $44.99 $44.99 $45.26 $44.99 $44.71 $44.39 $43.78 $43.78 $44.39 $43.46 $43.78 $44.55 $43.78 $44.39 $44.99 $44.55 $44.99 $43.78 $44.55 Appendix B , Page 17 of 32 State Prevailing Wage Rates 78 78 78 78 78 78 78 78 78 78 78 78 78 78 7B 78 78 7B 7B 7B 7B 78 78 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 1M 8D 18080 Foster Wells Forcemain Improvements City of Pasco Franklin Power Eg uir1ment OQerators- Unde rg round Sewer & Wate r Franklin Power Eg uiQmen t Or1 erators- Under ground Sewer & Water Franklin Power Eg uiQm ent O1:1erators- Underground Sewer & Wate r Franklin Power Eg uiQment Or1 erators- Underground Sewer & Wate r Fr anklin Power Eguir1ment OQerators - Underground Sewer & Water Franklin Power Eg ui Qment OQerators- Und erground Sewer & Water Franklin Power Eg ui r1 ment OQera t ors - Underground Sewer & Water Franklin Power Line Clearance Tree Trimmers Franklin Power Line Clearance Tree Trimmers Franklin Power Line Cl earance Tree Trimmers Franklin Power Line Clearance Tree Trimmers Franklin Power Line Cle arance Tree Trimmers Franklin Re f rigerat ion & Air Conditioning Mechanics Franklin Re siden t i al Brick Mason Franklin Residential Ca rr1 enters Franklin Resi dent ial Cement Masons Franklin Residen t i al D[Y wall AQQ licators Franklin Re sidential Drvwall Ta1:1 ers Franklin Res ident ial Electricians Franklin Re sidential Gl aziers Franklin Res i d en t ial Insulation AQQlicators Franklin Residential Laborers Franklin Residential Marble Se tters Franklin Residential Pain t ers Franklin Residential Pl umbers & Pi Qefitters Franklin Residential Refrigeration & Air Conditioning Mechanics Franklin Re sidenti al Sheet Metal Workers Franklin Residential Soft Floor Laj'.ers Franklin Res i den t ial SQrinkler Fitters (Fire Protection) Franklin Residen t ial Stone Masons April 2019 CP7-SR-1A-19-00 Turnhead Operator $44.39 Ultra High Pressure Wateriet $45.26 Cutting Tool System Operator, (30 ,000 Psi) Vactor Guzzler, Super Sucker $44 .99 Vacuum Blasting Machine $45.26 Operator Vacuum Drill (reverse $44.55 Circulation Drill Under 8" Bit) Welding Machine $43.46 Whirleys & Hammerheads, All $45.26 Journey Level In Charge $49.96 Sp r ay Person $47.37 Tree Equipment Operator $49 .96 Tree Trimmer $44.57 Tree Trimmer Groundperson $33.60 Journey Level $80.93 Journey Level $49 .04 Journey Level $45 .11 Journey Level $43 .20 Journey Level $19.32 Journey Level $40.10 Journey Level $32.69 Journey Level $30.59 Journey Level $45 .11 Journey Level $39 .29 Journey Level $49.04 Journey Level $34.65 Journey Level $58.78 Journey Level $58 .78 Journey Level (Field or Shop) $44.14 Journey Level $23 .11 Journey Level $31.19 Journey Level $49 .04 Appendix B, Page 18 of 32 State Prevailing Wage Rates 78 7B 78 7B 78 78 78 5A 5A 5A 5A 5A 6Z 5A 5A 78 7E 5A 7L 5A 78 5A 6Z 6Z 6Z 5A 5A 7J 5A 1M 8D 1M SD 1M SD 1M SD 1M SD 1M SD 1M 8D 4A 4A 4A 4A 4A 1Q 1M 1B SN 1N 1 1P 1E 4L 1§. SN 1M 1M 1W 1Q 1Q 1X 1N 1R 1M 18080 Foster Wells Forcemain Improvements ,.., ,... ,., ,-, ,-, City of Pasco Franklin Residential Terrazzo Workers Franklin Residential Terrazzo /Tile Finishers Franklin Residential Tile Setters Franklin Roofers Franklin Roofers Franklin Sheet Metal Workers Franklin Sign Makers & Installers {Electrical} Franklin Sign Makers & Installers {Non- Electrical} Franklin Soft Floor Layers Franklin Solar Controls Fo r Windows Franklin SQrinkler Fitters (Fire Protection} Franklin Stage Rigg i ng Mechanics {Non St ructural} Franklin Stone Masons Franklin Street And Parking Lot SweeQer Workers Franklin Surveyors Franklin Telecommunication Techn icians Franklin TeleQhone Line Construction - Outside Franklin TeleQhone Line Construction · Outside Franklin Te leQhone Line Construction - Outside Franklin TeleQhon e Line Construction - Outside Franklin TeleQhone Line Construction - Outside Franklin TeleQhone Line Construction • Outside Franklin TeleQhone Line Construction - Outside Franklin TeleQhone Line Constructi on - Outside Franklin TeleQhone Line Con struction - Outside Franklin TeleQhone Line Construction - Outside Franklin TeleQhone Line Con struction • Outside Franklin TeleQhone Line Con st ruction - Outside Franklin TeleQhone Line Con struct i on - Outside April 2019 CP7-SR-1A-19-00 Journey Level $42.21 Journey Level $34.33 Journey Level $42.21 Irritable Bituminous Roofer $43.21 Journeyman Roofer, $40.21 Waterproofer, Kettleman Journey Level (Field or Shop) $60.31 Journey Level $14.65 Journey Level $14.65 Journey Level $23.11 Journey Level $12.00 Journey Level $56.82 Journey Level $13.23 Journey Level $49 .04 Journey Level $14.00 All Classifications $23.49 Journey Level $41.22 Cable Splicer $41 .22 Hole Digger/Ground Person $23.12 Installer (Repairer) $39.53 Special Aparatus Installer I $41.22 Special Apparatus Installer II $40.41 Telephone Equipment $41.22 Operator (Heavy) Telephone Equipment $38.36 Operator (Light) Telephone Lineperson $38.36 Television Groundperson $21.92 Television $29.13 Lineperson / Installer Television System Technician $34.68 Television Technician $31.18 Tree Trimmer $38.36 Appendix B, Page 19 of 32 State Prevailing Wage Rates SA SA SA 7G 7G SA SA 7J SA 0 21 SA SA SA SA SA SA SA SA SA SA SA SA SA 1M 1M 1M 41 41 1X 1 1 1N 1 1R 1 1M 1 1 ~ 28 28 28 28 28 28 28 28 28 28 28 28 28 18080 Foster Wells Forcemain Improvements City of Pasco Franklin T errazzo Wo r kers Franklin Tile Se t t ers Franklin Tile, Marble & Terrazzo Finishe rs Franklin Traffic Contr ol StriQers Franklin Truck Dr iver s Franklin T ruck Drivers Franklin Truck Drivers Franklin Truck Drivers Franklin Truck Driver s Franklin Truck Drivers • Read~ Mix Franklin Truck Drivers -Read~ Mix Franklin Truck Drivers · Re ad ~ Mix Franklin Truck Dr ivers · Read~ Mix Franklin Well Drillers & Irrigation PumQ Installers Franklin Well Drillers & Ir ri gation PumQ Installers Frankli n Well Driller s & Irrigation PumQ Ins t allers April 2019 CP7-SR-1A-1 9-00 Journey Level Journey Level Journey Level Journey Level Asphalt Mix Over 20 Yards Asphalt Mix To 20 Yards Dump Truck Dump Truck & Trailer Other Trucks Transit Mixers 3 yards to include 6 yards Transit Mixers over 10 yards to include 20 yards Transit Mixers over 20 yards Transit Mixers over 6 yards to include 10 yards Irrigation Pump Installer Oiler Well Driller $42 .21 $42 .21 $34 .33 $46 .23 $46 .64 $46 .64 $46.64 $46 .64 $46 .53 $46 .20 $46.64 $47 .18 $46 .64 $18.45 $12 .00 $18 .00 Appendix B, Page 20 of 32 State Prev ail ing Wage Rates 5A SA 5A 7A 5D SD SD SD SD 5D SD 5D 5D 1M 1M 1M 1K 1V BM 1V BM 1V BM 1V 8M 1V BM 1V BM 1V BM 1V BM 1V BM 1 1 1 18080 Foster Wells Forcemain Improvements ,.., ,., ,.., ,.., ,.., ,..., ,...., ,..., City of Pasco Benefit Code Key-Effective 3/3/2019 thru 8/30/2019 Appendix B, Page 21 of 32 State Prevailing Wage Rates ************************************************************************************************************ 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. I. ALL HOURS WORK.ED IN EXCESS OF E IGHT (8) HOURS PER DAY OR FORTY ( 40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RA TE OF WAGE. B. All hours wo rked on Saturdays shall be paid at one and one-halftimes 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 s hall be paid at one and one-half times the hourly rat e 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. E. F. G. H. 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 s hall be paid at one and one-halftimes the hourly rate o f wage. All additional hours worked and all worked on Sundays and holidays s hall be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regul ar 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. The first two (2) hours after e ight (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, s hall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourl y rate of wage. The first ten ( 10) hours worked on Saturdays and the first ten ( I 0) 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 (I 0) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) s hall 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 a t 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 e ight (8) regular hours Monday through Friday and the first ten (I 0) hours on Saturday shall be paid at one and one-halftimes the hourl y 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-halftimes the hourl y 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 inc lement weather conditions) shall be paid at one and one-ha! f 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-halftimes the hourly rate of wage. All hours worked on Sundays and holidays s hall be paid at double the hourly rate of wage. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements City of Pasco Appendix B, Page 22 of 32 State Prevailing Wage Rates I. 0. Benefit Code Key -Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued The first ten (10) hours worked o n Saturday shall be paid at one and one-halftimes the hourly rate of wage. All hours worked on Sundays, holidays and after twelve ( 12) hours, Monday through Friday and after ten ( I 0) hou rs on Saturday shall be paid at double t he 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-ha If 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 (I 0) hours worked on Saturdays shall be paid at one and one-halftimes the hourly rate of wage. All hours worked in excess often (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-halftimes the hourly rate of wage. R. All hours worked on Sundays and holidays s hall b e paid at two times the hourly rate of wage. S. 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-halftimes the hourly rate of wage. All hours worked on holidays and 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. U. All hours worked o n 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 o ne and one-half times the hourly rate of wage. All hours worked on Thanksgiving D ay and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked o n 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 tim es the hourly rate of wage. All hours worked over twelve (I 2) hours Monday through Saturday, Sundays and holidays sha ll 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 s hall be paid at double th e hourl y rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such ot her hours as may be agreed upon by any employer and the emplo yee) and all hours worked in excess of eight (8) hours per day (IO hours per day for a 4 x I 0 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 s hall be paid at the straight-time rate until they have worked 8 hours in a day (IO in a 4 x I O 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 hourl y rate of wage. Z. All hours worked on Saturdays and Sundays shall b e paid at one and one-halftimes the hourly rate of wage. All hou rs worked on holidays s hall be paid the straight time rate of pay in addition to holiday pay. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements - ,... ,..... ,.... r City of Pasco Benefit Code Key -Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued Appendix B, Page 23 of 32 State Prevailing Wage Rates 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 RA TE OF WAGE. B. All hours worked on holidays shall be paid at one and one-halftimes the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two 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 holida y pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. 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-halftimes the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-halftimes the hourly rate of wage. 0 . 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-halftimes 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 hourl y rate of wage. W. 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 Monda y 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 first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth , sixth , and seventh da ys and on 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 RA TE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (I 0) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of st raight 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. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays s hall be paid at doubl e the straight time rate of pay. Any s hift starting between the hours of 6:00 pm and midnight shall receive an add iti onal one dollar($ 1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime si tuations. After an employee ha s worked eight (8) hours at an applicable overtime rate, all additional hours shal l be at the applicab le overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten ( I 0) hours of straight time per day when four ten (I 0) hour shifts are established, or fo rt y (40) hours of straight time per week, Monday through Friday, or outside the normal 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 shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an appli cable overtime rate, all additional hours shall be at the applicable overtime rate until s uch time as the emp lo yee has had a break of eight (8) hours or more. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements C ity o f Pasco A p pen dix 8 , P a ge 24 o f 32 State Prev a il in g W a g e Rate s 3. E. Be nefit Co d e Key -Effective 3/3/2019 thru 8/30/2019 O vertime Codes C ont inued Al I hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over IO hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-halftimes 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 s hall be paid at two and one-halftimes t he ho ur ly 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 perfonned on Sundays between October 15th a n d March 15th shall be compensated at one and one half (1-1 /2) t imes the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-halftimes the hourly rate of wage. I n the event the job is down due to weath er conditions during a five day work week (Monday through Friday,) or a four day-ten hour work week (Tuesday through Friday,) t hen Sat urday may be worked as a voluntary make-up day at the straight time rate. H owever, Satu rday shall not be utilized as a make-up day when a holiday falls on Friday. 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. J. A ll hours worked between the hours of I 0:00 pm and 5:00 am, Monday through Frid ay, and a ll hours worked on Saturdays shall be paid at a one and one-halftimes the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work perfonned in excess of eight (8) hours of straight time per day, o r 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 t he normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-halftimes the hourly rate of wage. All wor k performed after 6:00 pm Saturday to 5:00 am Monday a nd Holidays, and all hours worked in excess of twelve (12) hours in a single s hift 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 appl icable overtime rate until such time as the emp loyee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours t ime off since their previous shift, all such time shall be a continuation of shift and paid at the appl icable overt ime rate until he/she shall have the eight (8) hou rs rest period. 4. ALL HOURS WORK.ED IN EXCESS OF E IGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-H A L F TIMES THE HOURLY RA TE OF WAGE. A. All hours worked i n 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 hol idays shal l be paid at double the hourly rate of wage. B. A ll hours worked over twelve (12) hours per day and a ll hours worked on holidays shall be paid at double the hourly rate of wage. C. On Mon day through Friday, t he first four (4) hour s 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 fou r (4) day ten (I 0) hour workweek has been established. On a four (4) day ten (IO) hour workweek scheduled Monday through Thursday, or Tuesday through F r iday, the first two (2) hours of overtime after ten (I 0) ho u rs of straight t ime work shall be paid at o n e and one half(l-1/2) times the s traight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half(l -1/2) times the straight time rate of pay, except that if the job is down on Monday through F riday d ue t o weather conditions or o t her conditions outside the control of t he employer, th e first ten ( I 0) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twel ve ( I 2) hours in a day and all hours worked on S u nday and Holidays shall be paid at two (2) t imes t he straight time r ate of pay. Apri l 2 019 C P 7 -S R -1A-1 9 -0 0 1 8080 Foster Wells F o rcemain Im p roveme nt s r ,... ,.., ,.., ,..., r, f ' City of Pasco Appendix B , Page 25 of 32 State Prevailing Wage Rates 4. D. Benefit Code Key -Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 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 assi gned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generati ng 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-halftimes the hourly rate of wage. All hours in excess often (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(l-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 th e 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 o n e 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. On a four-day, ten-hour weekly schedul e, e ither 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 (I ½) times the regular shift rate for the fir st 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. 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. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays s hall be paid at double the hourly rate of wage. G . All hours worked on Saturdays s hall be paid at o ne and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twe l ve ( I 2) 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 ho urly rate of wage. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourl y 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 (I 2) 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 a s Saturday is the sixth consecutive day worked. All hours worked over twel ve (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. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements City of Pasco Appendix B, Page 26 of 32 State Prevailing Wage Rates 4. 5 . L. Ben efit Code Key -Effective 3/3/2019 thru 8/30/2019 The first twelve (12) hours worked on a Saturday shall be paid at one and one-halftimes the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours s hall 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-halftimes t he hourly rate of wage, except that all hours worked on Labor Day s hall be paid at double the hourly rate of pay. M. All hou rs worked on Sunday and Holidays s hall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-hal f times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-halftimes the hourly rate of wage. All hours worked on Sundays and holidays, a nd all work performed between the hours of midnight ( 12:00 AM) and eight AM (8:00 AM) every day s hall be paid at double the hourly rate of wage. 0. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourl y rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours s hall be at the applicable overtime rate until such time as the employee has had a break of s ix (6) hours or more. All hours worked on Holidays shall be paid at doub le the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-halftimes the hourly rate of wage. Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday sha ll be paid at one and o ne-half times the hourly rate of wage. A ll hours worked over twelve (12) hours Monday through Saturday s hall be pai d at double the hou rl y rate. A ll hours worked on Sundays and holidays s hall be paid at double the hourl y rate of wage. R. All hours worked on Saturdays shall be paid at one and one-ha If times the hourl y rate of wage, so long as Saturday is the s ixth consecutive day worked. All hours worked o n Sundays and h olidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Ho lidays shall be paid at one and one-halfti mes the hourly rate of wage. A ll hours worked on Sundays shal I be paid at double the hourly rate of wage. T. The fi rst two (2) hours of overtime for hours worked Monday -Friday shall be paid at one and one-halftimes the hourly rate of wage. A ll hours worked in excess of ten (10) hours per day shall be paid at double the hou rl y rate of wage. All hours worked on Sundays a nd holidays s hall be paid at double the hou rl y rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday, the first six (6) hours work s hall be paid at one a nd one-half times the hourly rate of wage, and a ll hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the c lose of shift on Friday, a ll work shal l be paid at doubl e the hourly rate of wage. U. The first fou r (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) ho urs on Saturday shall be p a id at one and one-hal ftimes 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 t he regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and al l hours worked on Sundays and holi days shall be paid at double the hourly rate of wage. A. Holidav Codes Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving D ay, and C hri stmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before C h rist mas, and Christmas Day (8). April 2019 CP7-SR-1 A-19-00 18080 Foster Wells Forcemain Improvements ,... ,.... ,..., ,-, City of Pasco 5. C. D . H. I. J. K. L. N. P. Q. R. S. T. z. 6. A. E. Benefit Code Key -Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued Appendix B , Page 27 of 32 State Prevailing Wage Rates Holidays: New Year's Day, Presidents ' Day, Memorial Day, Independence Day , Labor Day, Thanksgiving Day. the Friday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Da y, Labor Day, Thanksgiving Da y, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Da y, Memorial Day, Independence Day, Thanksgivi ng Day, the Day after Thanksgiving Day, And Christmas (6). Holidays: New Year's Day, Memorial Day , Independence Day, Labor Day, Thanksgiving Day , and Christmas Day (6). Holidays: New Year's Day, Memorial Day, Indep endence Day, Thanksgi ving Da y, Friday after Thanksgi ving Day, Christmas Eve Day, And Ch ristmas Day (7). Holidays : New Year's Da y, Presidents ' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Da y, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). Holidays : New Year's Day, Martin Luther King Jr. Day , Memorial Day, Ind epende nce Day, Labor Day, Thanksgi ving Da y, Friday after Thanksgiving Da y, And Christ ma s Day (8). Holidays: New Year's Day , Pre sidents ' Day , Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day , And Christmas Day (9). Holidays: New Year's Day, Memorial Da y, Independen ce Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiv ing Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Fall s On Sunday, The Following Monday Shall Be Considered As A Holiday. Paid Holidays : New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Da y (6). Paid Holidays: New Year's Day, Memorial Da y, Independence Day, Labor Day, Thanksgiving Day , Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). Paid Ho lidays: New Year's Day, Pres idents' Day, Memorial Day, Independence Da y, Labor Day, Thanksgiving Day. And Christmas Day (7). Paid Holidays: ew Year's Day, Washington 's Birthday, Memorial Day , Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Chri stmas Day, And The Day Before Or After Christmas (9). Holidays: New Year's Day, Memorial Da y, Independence Day, Labor Day, Veterans Da y, Thank sg iving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Paid Holidays: New Year·s Day, Presidents· Day, Memorial Day, Independence Day, Labor Day , Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Paid Holidays: New Year's Day, Day Before Or After New Year's Day, President s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day , the Friday after Thanksgiving Da y, Christma s Day, and a Half- April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements City of Pasco A ppendix B , Page 28 of 32 State Pre va il ing Wag e Rates 6. 6. 7. G. Benefit Code Key -Effect ive 3/3/2019 thru 8/30/2019 Day On Christmas Eve Day. (9 1/2). Holiday C ode s Continued Paid Hol idays: New Year's Day, Martin Luther King J r. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans ' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Chris tmas Eve Day(ll). H. Paid Holi days: 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). I. Paid Hol idays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Pa id Ho lidays: New Year's Day. P residents · Day, Memorial Day, Indepen dence 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 ho liday falls on Sunday, the following Monday shal I be considered as the hol iday. A. Holidays: New Year's Day, Memorial Day, I ndependence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any H ol iday Which Fall s O n 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 afler Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday s hall be obs erved as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the precedi ng Friday. C . Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, I ndependence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday wh ich falls on a Sunday s hall be observed as a ho liday on the following Monday. Any holiday which fal ls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, I ndependence Day. Labor Day, Veteran's Day, Thanksgiving Day. t he F riday after Thanksgiving Day, And Chr is tmas Day (8). Unpaid H olidays: P residenfs Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the foll owing 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 fa l ls on a Sunday shal l be observed as a hol iday on the following Monday. Any ho liday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Ho lid ays: New Year's Day, Memori a l Day, In d e p end e nce Day, La bo r Day, Thanksgivin g Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shal l be observed a s a holiday on the fo ll owing 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, I ndependence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which fa ll s on a Sunday shall be observed as a ho li day on the fo llowing Monday. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forc emain Improveme nts r M ,.... .... .... r • City of Pasco Appendix B , Page 29 of 32 State Prevai ling Wage Rates 7. H. I. Benefit Co de Key -Effective 3/3/2019 t hr u 8/30/2019 Holiday Codes Cont in ued 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 fall s 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. Ho lidays: New Year's Day, President"s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgi ving Day, The Day Before Christmas Day And Christmas Day (9). Any ho liday which falls o n 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 s hall be observed as a ho liday on the following Monday. Any holiday which fa lls 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. M . Paid Holidays: New Year's Day, The Day after or before New Year·s Day, Pres ident 's Day, Memorial Day. Independence Day, Labor Day, Thanksgi vi ng Day, the Friday after Thanksgiving Day, Christmas Day, And the Da y after or before Christmas Day (I 0). Any holiday which falls on a Sunday shall be observed as a hol iday on the following Monday. Any holiday which fall s on a Saturday s hall 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 Thanksgivi ng Day, And C hri stmas Day (7). Any holiday which fall on a Sunday s hall be observed as a hol iday on the following Monday. When Christmas falls on a Saturday, the preceding Friday s hall 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 s hall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thank sgiving Day, the Friday after Thanksgi vi ng Day, th e 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. R. Paid Holi days: New Year's Day, the day after or before New Year's Day, Presi dent 's Day , Memoria l Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (I 0). If any of the listed holidays fall on Saturday, the preceding Friday s hall be observed as the holiday. If any of the li s ted ho lidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compen sated accordingly . s. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgi vi ng Day, C hri stmas Day, the Day after C hristmas, and A Floating H oliday (9). If any of the listed holidays fall s on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. April 2019 C P7-S R-1 A-19-00 18080 Foster Wells Forcemain Improve men ts City of Pasco Append ix 8, Page 30 of 32 State Prevai ling Wage Rates 7. 15. T. Benefit Code Key -Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued Paid Holidays: New Year's Day, the Day after o r before New Year's Day, P resident's Day, Memorial Day, I ndependence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (I 0). If any of the listed holidays falls on a Sunday, the day obser ved by the Nation s hall be considered a holiday and compensated accordingly. Any holiday which fa lls on a Saturday shall be obser ved as a holiday on the preceding Friday. V. Holidays: New Year's Day, President's Birthday. Memori a l Day, Independence Day, Labor Day, Thanksgiv ing Day, the Friday after Thanksgiving D ay, C hri stmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above li sted holidays falls on a Sunday, the day observed by t he Nation shall be considered a holiday and compensated accordingly. W . H olidays: New Year's Day , Day After New Year's, Memorial Day, Independence Day. Labor Day, Thanksgivin g Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas D ay, the day after Christmas, the day before New Year's Day, and a Floati ng Holiday. X. H o lidays: New Year's Day, Day before or after New Year's Day, Presid ents' 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 wi ll be taken on the last normal workday. I f the holiday falls on a Monday that is the normal day off or on a Sunday, t hen the hol iday will be taken on the next normal workday. Y. Ho li days: New Year's Day, Presidents· Day, M emorial 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 s hall be considered a holiday and compensated accordingly. Z. Ho li days: ew Year's Day, President 's Day. Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed a s a holiday on the following Monday. Any holiday which falls on a Saturda y shal l be observed a s a holiday on the preceding Friday. A. H o lidays: New Year's Day, Memorial Day, Indep e nd ence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the d ay before Christmas Day and Christmas Day. (8) Any hol iday which fall s on a Sunday sha ll be observed as a holiday on the following Monday. B. Ho lid ays: New Year's Day, Marti n Luther King Jr. Day, Pres ident's Day, Memorial Day, Inde pendence Day, Labor Day, Veteran 's Day. Thanksgivi ng Day, and C hri stmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Indepe ndence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day , the day before C hri stmas Day and C hrist mas Day. (8) D Holidays: New Year's Day, Presidents' Day, Memorial Day , Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgivi ng Day, C hri stmas Day , a nd th e day after Christmas. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvement s .... ,..., ,..., I"""! , 1 r ' City of Pasco 8. D . L. M. N. P. Q. R. s. T . u. Benefit Code Key -Effective 3/3/2019 thru 8/30/2019 Note Codes Appendix B , Page 31 of 32 State Prevailing Wage Rates Workers work in g with suppli ed air on hazmat projects receive an additi onal $1.00 per hour. Workers on hazmat projects receive addi tion al ho ur ly premiums as follows -Level A: $0.75, Leve l B: $0.50, And Leve l C: $0.25. Workers on hazma t projects receive additional hourly premium s as follows: Leve ls A & B: $1.00, Levels C & D: $0.50. Wo rkers on hazmat projects receive add itional hourly premiums as follows -Level A: $1 .00 , Level B: $0 .75, Leve l C: $0.50, And Level D: $0.25. Workers on hazmat projects receive additional hourl y premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, C lass C Suit: $1.00, And Cla ss D Suit $0.50. The hi g hest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes duri ng the shift shall be used in determining the sca le paid. Effective August 31 , 20 12 -A Traffic Control Supervisor sha ll be present on the project whenever fl agging or spott ing or other traffi c control labor is being utili zed . A Traffic Cont rol Laborer perform s the setu p, maintenance and rem oval o f all temporary traffi c contro l devic es and cons tru ctio n signs necessary to contro l vehicular, bicycle , and pedestrian traffic during construction operat ions. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engine er. All flaggers and spotters shall possess a curren t flag ging card issued by the State of Washington , Oregon, Montana, or Id aho. T hese classifications are only effective on or afte r Augus t 31 , 2012 . Effective August 31 , 20 12 -A Traffic Con trol Sup e rvisor s ha ll be present on the project whenever flagging or spotting or other traffic control labor is being uti lized. Flaggers and Spotters s hall be posted whe re shown on approved Traffic Contro l Pl ans or where directed by the Engineer . All flaggers and spotters shall possess a curren t flagging card iss ued by the State of Was hington , Oregon, Montana, or Idaho. This c lassifi cation is only effective on or after August 31 , 2012. Effective August 3 1, 2012 -A Traffic Con trol Laborer performs the setup, maint enan ce and removal of all temporary traffic con trol devices an d co nstruction s ign s necessary to control veh icular, bicycle, and pedestria n traffi c during construct ion operations. Flaggers and Spotters s hall be posted where s hown on approved Traffic Control Pl ans or where direc ted by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washingto n, Oregon, Montana, or Idaho. Thi s classification is onl y effective on or after August 3 1, 2012. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2 .0 0, Cla ss B Suit: $1.50, And Class C Suit: $1.00. Workers pe rforming underground wo rk receive an add itional $0.40 per hour for any a nd all work performed underground, including operating, servicing and repairing of equi pm en t. The premium fo r underground work shall be paid for th e e ntire shift worked. Work ers who work suspended by a rope or cabl e recei ve an additional $0.50 pe r hour. The premium fo r work suspended sha ll be paid for the entire shift wo rked. Workers who do "pionee r·• work (b reak open a cut , build road, etc.) more than one hu ndred fifty (150) feet above grade e levation receive an additional $0.50 per hour. April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements City of Pasco Appendix B, Page 32 of 32 State Prevail ing Wage Rates 8. V. Benefit Code Key-Effective 3/3/2019 th ru 8/30/2019 Note Codes Continued 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 offifty feet or more. Over 50' to I 00' -$2.00 per foot for each foot over 50 feet. Over IO I' to 150' -$3.00 per foot for each foot over IO I feet. Over 151' to 220' -$4.00 per foot for each foot over 220 feet. Over 22 1' -$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 di stance travelled from the entrance. 25' to 300 ' -$1.00 per foot from entrance. 300 ' to 600' -$ I.SO per foot beginning at 300'. Over 600 ' -$2.00 per foot beginning at 600". W. Meter Installers work on s ingle phase l 20/240V 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 re quires that work can only be perfonned 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 s pecial shift premium does not wai ve the overtime requirements for work pe rfonned on Saturday or Sunday.) April 2019 CP7-SR-1A-19-00 18080 Foster Wells Forcemain Improvements ..... ..., r-, '7 '7 '7 ~ , r CITY OF PASCO VOLUME 2 : CONSTRUCTION DRAWINGS MAY2019 CP7-SR-1A-19-00 18080 FOSTER WELLS FORCEMAIN IMPROVEMENTS i i i i ~ i f; !"' BYPASS PLAN CONNECTION SEQUENCING 1. COORDINATE AN'< WORK WHICH MAY IMP,t,CT THE OPERATION OF THE EXISTING FORCE MAIN W1TH THE CONSTRUCTION OF THE BYPASS ANO CONNECTION AT THE PWRF (SEE SHEETS 41-44) 2. INSTAU. TAPPING SLEEVES ANO GATE VALVES AT THE LOCATIONS SHOWN ON SHEETS 33 AND 40. CONFIRM WHETHER OR NOT THE EXISTING e• C-900 PIPE HAS BEEN DRAINED AND IS NON-FUNCTIONING. THE INSERTION V/41.VE ON SHEET 40 MAY BE 0 1.trrTED II' THIS IS THE CASE. 3 . CONSTRUCT THRUST PAD AS SHOWN ON SHEET 40 . 4 . CONSTRUCT All. STAINLESS STEEL PIPING AND PIPE SUPPORTS. CONNECT TO THE GATE VALVES INSTALLED IN NOTE 1. 8 3 BUND fl.ANGE F\/TIJRE WORK NOT IN THIS CONTRACT FOSTER WELLS CONNECTION PLAN VIEW SCALE 1/4" • 1• FLOW 4 3 .92' 6.81 ' 2.26' 2.26' 1.53' 2 .27" 0 fOSTER WELLS SECTION VIEW SCALE 1/4" • 1' :1;:tt;.Rffe;:;f&,lg E~pr SPEC-W<:~ 2. AU. EXPOSED STAINLESS STEEL PIPING TD BE INSULA: NOT APPLICABLE J . AIR-VIC ASSEM6UES LOCATED ON STAINLESS STEEL PIPIHG TO DISCHARGE TD THE AIR-V/oC VAULT SHOWN 15 EXISTING GRADE 16" SCH 80 STAINLESS STEEl 15 16 16" SCH 80 STAINLESS STEEL 16" SCH 80 STAINLESS STEEL 1-----8• SCH 80 STAINLESS STEEL p ~ EXIST. 16" FORCEMAIN ON SHEET JJ 3 18" X 12• ECCENTRIC INCREASER (FUTURE 18" FLOW METER LOCATION) 1 t.5' -E !STING 12" FOSTER WElLS LIFT STATION (t) CONSTRUCTION NOTES t. 18° SCH 80 STAINLESS STEEL PIP( 2. 20" HDPE IPS DR 11 FORCEMAIN 3. 18" SCH 80 STAINLESS STEEl 45" (FLXFL) 4. 18" SCH 80 STAINLESS STEEi. 90' (FLXFL) 5. 18" SCH 80 STAINLESS STEEl CROSS (FLXFL) 6. 1 s·x 18" SCH 80 STAINLESS STEEl TEE (FLXFL) 7. 18" SST ECCENTRIC PLUG VALVE (FL) WITH HANOWHEEL OPERATORS 8 . PIPE SUPPORT PER DETAIL ON SHEET 43 9. AIR-VAC ASSEMELY 10. 18" X 20• SCH 80 STAINLESS STEEL ECCENTRIC INCREASER 11. TRANSITION TO 20• HDPE IPS DR 11 12. ~ GATE VALVE (FL X FL) 13 A-r,ATf VALVE (fl X Fl,) 14. 8" C-900 CAP ~ 4 FOSTER WELLS CONNECTION SECTION VIEW 15. 18" SCH 80 STAINLESS STEEL VO" BEND (FL X FL) 16. e• SCH 80 STAINLESS STEEL 90" BEND (FL X FL) 17. 16" X 16" TAPPING TEE 18 . 16" X 8 " TAPPING TEE 19. e· X s· TAPPING TEE SCALE 1/4 • 1' FOSTER WELLS CONNECTION PLAN VIEW SCALE 1/4 • 1 ® FOSTER WELLS SECTION VIEW SCALE 1/4' • 1' 18" X 20" ECCENTRIC INCREASER EXISTING GRADE # 4 REBAR 12· o.c. EA WAY @ 8" GATE VALVE ( FL x FL) 20. 18" X 16" SCH 80 STAINLESS STEEL ECCENTRIC DECRf.AStR 21. 16" X 8" SCH 80 STAINLESS STEEL ECCENTRIC DECREASER 22. 8" GATE VALVE (FL X MJ) HYDRA-STOP 1VP IVP 250 INSERTION VALVES OR APPROVED EOUAL 2' X 2 ' X 6° ECOLOGY BLOCK FOR THRUST BLOCK © FOSTER WELLS CONNECTION PLAN VIEW SCALE 1/4" • 1' 2 X 3/4" SHACKLE RODS 7 .5' I J B @1--------z 3/4" SHACKLE ROOS ~~ !I # 4 REBAR-._ ''--f-'-'16~,....-~"'-+--,. _J 12·0.c. ~- EA WAY I 9• I I ®------- ®THRUST PAD DETAILS SCALE 1/4" -1' i°:'. BEFORE (TEE & DRAIN) ~ 4. AU. PLUG VALVES To BE DEZURK n. CL NBR, SEE DETAIL c THIS SHEET EXIST. 8 " FORCEMAJN CALL BEFORE CR, 1404CO'MC8-WRJL-N, OR APPROVED EOUAL SEE DETAIL C THIS SHEET YOU~ 811 f THRUST PAD -.._ 11"'1 8 ,'i 5. PLUG VALVES SHALL INCLUDE VALVE eox ANO mi.~ ;t----E-~-E-NOE_o,•_ur_ASr-o-m_R"-'"_E_o_o_N_s,_TE----------..,.--'T"-T'"-r--':::::llllllll!l!l!llllll;:=::'.""'"--1~1~25~5~Knlm1d~~w~~~-:-~-~3:00::--"T------------------------,._r~~vejj:R1~FY~~sFJc;jAELJEr:1~D:ATE;-------T-----------------------~J~OB::-::N~U~MB:E~R~----t -DESIGNED___fili._ Kir1dand,WA98033 BAR IS ONE INCH OS/0 1/1g 19352 jjf~ :~:ED-ML ====:=================================:====:===:===: ~'.i~z::-/~~~7~:y Z;o•DR~·IGl•;•E·~·--~z t-c-SCALE:-,:------1 FOSTER WELLS CONNECTION DETAILS owe NAM£; 40 ~i~i-H_K __ ~---~•~_SYM:[~:::::::::::::::REVl~:~s~10N::::::::::::::::DA::Tc:~=8Y~:1AP~:pt--------------------·-----~---com _____________________________ __.~SCA1.----AC-COR__,D_,NG.,.LY_ . ._ __ A_s_s_H_o_w_N_,._ ________________________ ._s_HE_ET ____ .i:;....::;;.,1 ,.., ,.., ,..., -, ,.. ~ 9 g; ul N "' ;;i 5 ~ l:l :,: ,. " z ii: .., .., 8 §, 0 ~ ~ ;! "' a. ,! ; ~ I o" ua.,. ~;g< ~g?.~ ~;.:2a:: ~QtOI~ f~~~ ~~ Q.U')U,O WWW ~ ::E:l:f< C~of Pasco CITY OF PASCO, WA #18080 FOSTER WELLS FORCE MAIN PROJECT No. CP7-SR-1A-19-00 , I ' Cityof •• Pasco ~I' W~hinh~on MAY 2019 ::::::::-11255 Kirtland Way, Su~e 300 Kirtland, WA 98033 ie) ;;i2j~i~;;/;~:~;1;~:: M Engileerin; Services Company pac:eengrs.com Sheet List Table SHEET NUMBER GENERAL 1 2 3 -3A FORCEMAIN PLAN AND PROFILE 4 -32 33 34 -36 DETAILS AND NOTES 37 -39 40 41 42 43 44 VICINITY MAP SITE MAP SHEET TITLE COVER SHEET LEGENDS AND SYMBOLS OVERALi. PIAN PLAN & PROFILES FOSTER WELLS LIFT STATION CONNECTION TRAFFI C CONTROL PLANS CML DETAILS FOSTER WELLS CONNECTION DETAILS DEMO-PWRF CONNECTION DETAILS PROPOSED-PWRF CONNECTION DETAILS STRUCTURAL DETAILS SCREENING FACIUTY BYPASS PLAN CALL BEFORE YOU DIG 811 ~F=::, ~~3tJlb ~~a.~• .... ---------------------------------------------------------------------------------------------------------------- --(U!A) SHEET _1 __ or ~ ,.., ,.... ,.., ,-, CHANNELIZATION SYM BOLS ~sr.l>ROP. DESCRIPTION + LT.RT.STR.ARROW ¥ LEFT-RIGHT ARROW ~ 2-WAY LEFT TURN <¾ <¾ LEFT TURN ARROW r/1 RIGHT TURN ARROW ~ LEFT-SRAIGHT ARROW p RIGHT-STRAIGHT ARROW .a. .a. SIGN WATER SYMBOLS ~isf.lL DESCRIPTION ,a • PROP. WATER METER (l) WATER VALVE A 2-NOZZLE FIRE HYDRANT -6-... 3-NOZZLE FIRE HYDRANT J:f AIR RELIEF VALVE I BLOW-OFF VALVE cl, BUTTERFLY VALVE JI{ BUTTERFLY M.J. VALVE ~ BUTTERFLY FL M.J. VALVE N CHECK VALVE " CATE/GENERAL VALVE X CATE M.J. VALVE M: CATE FL M.J. VALVE .. PLUG VALVE IN: TAP TEE FL M.J. .i. TAP TEE FL M.J . :iJ'.£ TEE FL .>Le TEE M.J. ,..... 11 BENO v-< 22 BENO _,... 45 BENO _ri 90 BENO ,---;: 11 M.J. BENO y-( 22 M.J. BENO --,<-•5 M.J. BENO ,r;{ 90 M.J. BENO H: ADAPTER FL M .J. p: COUPLING H BENT VERT FL }--{ BENT VERT FL M.J. .. REDUCER Fl J:,C REDUCER M.J. I> REDUCER PE c,( REDUCER Fl M.J. 1" REDUCER M.J. FL l> REDUCER M.J. PE I FLANGE/BUNO FL ( PUSH-ON/HUB J CAP/PLUG I THREAD ( MECHANICAL JOIITT . GUARD POST ~ THRUST BLOCK .. WATER TAP ® WATER MANHOLE @ WATER WELL 8 WATER VAULT SANITARY/STORM SEWER SYMBOLSGAS/POWER/TELEPHONE SYMBOLS ~lf.l,ROP. DESCRIPTION @ • GENERIC STORM ORAJN MANHOLE • • GENERIC STORM ORAIN CATCH B>SIN < CULVERT ENO "' .. PLUG VALVE ~ • SAN SEWER MANHOLE 1&11 AJR-VAC ANO VAULT HATCH PATTERNS SYMBOL ~ CJ DESCRIPTION GRAVEL CONCRETE ASPHALT SURVEY SYMBOLS SYMBOL DESCRIPTION THEOR./ FOUND/ EXIST. PROP. " " ANGLE POINT • -+-BENCH MARK 0 • BLOCK CORNER . IRON PIPE e $ MONUMENT (IN CASE) .. • MONUMENT (SURFACE) t··-\ OWNERSHIP TIE 0 • SOIL BORING 0 0 SIXTEENTH CORNER co,:, -QUARTER CORNER 1f" -r CLOSING CORNER =.., -we MEANDER CORNER 0 SECTION CENTER + + SECTION CORNER 'we "" WITNESS CORNER @ BOLT 0 HUB IRON ROD • MONUMEITT SET NAIL PKNAJL A ROW MARKER RAILROAD SPIKE G STONE i STONE MOUND ? UNKNOWN lli MONUMENT IN HANDHOLE "' • AL ANSI AB ARCH ASS'/ BMP BRG BOT BLDG CB CEM CTR g(c CIP co CLR CONC CMU CNO CJ CONT CPEP cu CMP CUFT DIA DBL OWG EF EW EA ELEC EV EL EO ESC EXIST EJ EXP EXT w FIN FD FHY FTG FON GAL GALV GI GNO GRT HT HP IN INCL ID IE IF ------= -----= --& -& -= ----= ------------= --------= -& ------= ---- SYMBOL DESCRIPTION i1ST. PROP.GAS METER Q GAS VALVE 0 GAS RISER © GAS MANHOLE ~ PAD MOUNTED TRANSFORMER 0 POWER VAULT ~ TRANSMISSION TOWER . p POWER BOX ® POWER MANHOLE -<> UTILITY POLE <-UTILITY POLE ANCHOR , TELEPHONE RISER [D TELEPHONE VAULT 0 TELEPHONE POLE @v TV BOX TV MANHOLE ~ TV VAULT ~ TELEPHONE MANHOLE COMM MANHOLE II] COMM VAULT ABBREVIATIONS ALUMINUM INV -INVERT, INVERSE AMERICAN NATIONAL JT -JOINT STANDARDS INSTITUTE JF -JOIITT FILLER ANCHOR BOLT JST -JOIST ~~rwfI(URAL) LF -LINEAR FEET KCRS -KING COUNTY ROAD STANDARDS BEST MANAGEMENT PRACTICE MH -MANHOLE BEARING MFR -MANUFACTURER BOTTOM MAX -MAXIMUM BUILOING MECH -MECHANICAL CATCH BASIN MJ -MECHANICAL JOINT CEMENT MTL -METAL CENTER MIN -MINIMUM, MINUTE CENTER TO CENTER MISC -MISCELLANEOUS CENTERLINE N -NORTH, NEW CAST IN PLACE NAO -NORTH AMERICAN DATUM CLEANOUT N/A -NOT APPUCABLE CLEAR. CLEARANCE NG\/0 -NATIONAL GEODETIC VERTICAL DATUM CONCRETE NIC -NOT IN CONTRACT CONCRETE MASONRY UNIT NTS -NOT TO SCALE CONDUIT gbc -ON CENTER CONSTRUCTION JOIITT -OUTSIDE OIAMETER CONTINUE.f& OF -OUTSIDE FACE CORRUCA POLYETHYLENE PIPE PVT -PAVEMENT CUBIC PCP -PLAIN CONCRETE PIPE CORRUGATED METAL PIPE PUE -PERMANENT UTILITY EASEMENT 8::&lJET (FOOT) PVC -POL'IVINYl. CHLORIDE PC -PORl\ANO CEMENT DOUBLE LB -POUND (LBS) DRAWING LBS -POUNDS EACH FACE PCF -POUNDS PER CUBlC FOOT EACH WAY PSF -POUNDS PER SQUARE FOOT EACH PSI -POUNDS PER SQUARE INCH ELECTRIC PP -POWER POLE, POWER PANEL ELECTRICAL VAULT RWl. -RAINWATER LEADER ~~TION (W.V.) REINF -REINFORCaE~Gfu: R/C -REINFORC R EROSION AND SEDIMENT CONTROL RCP -REINFORCED CONCRETE PIPE EXISTING REBAR • REINFORCING BAR EXPANSION JOINT RD -ROOF DRAIN EXPOSED, EXPANSION RO -ROUCH OPENING EXTERIOR ss -STAINLESS STEEL. SANITARY SEWER FACE TO FACE SHT -SHEET FEET, FOOT SL -SLOPE FINISHED SPC -SPACE FLOOR DRAIN SQ -SOUARE FIRE HYDRANT STIJ -STANDARD FOOTING STA -STATION FOUNDATION STL -STEEL CALLONflJ SD -STORM DRAIN GALVANI D S1RUCT -STRUCTURE GRATE INLET SWDM -STORM WATER DESIGN MANUAL GROUND TCE -TEMPORARY CONSTRUCTION EASEMENT GROUT w -TOP OF CURB HEIGHT ~ -TOP OF WALL HIGH POINT -TEMPORARY UTILITY EASEMENT INCH TYP -TYPICAL INCLUOE(S) ~ (ING) U.N.0. -UNLESS NOTED OTHERWISE INSIDE DIAM WWF -WELDED WIRE FABRIC INVERT W.VATION to -WITH INSIDE FACE -WITHOUT LINESTYLES EXIST. PROP. DESCRIPTION -o-o-0-0-0-o-o-o---0--0--0--0--CHAJN UNI< F'EHCE IRON FENCE -o-o-o-o-0-0-0-0-o---o--o--•--•--P1PE FENCE --0--0--0--0--0----•--•--•--•--•--WOOD FENCE -:c-x-x_,_.,_,-x-•-x---x--X--X--X--BARB WIRE FENCE SHORING -• -•-•-• -• -•-•-•--•-•-•-•-•-•-•-•-•-t\ANORAIL --------------- ---V'S ,,, ___ ___ ,, ,. ___ __ ,_, __ ," __ w,--,,<--___ ,, ,, ___ ___ ,,. ,,. ___ "" ____ , , ____ ---•• v•--- ---VI V'O--- ----• ·----___ .,. vo--- ' , ____ ___ ,. ,. ___ ___ ,. ,. ___ --___ ., ,, ___ ___ ., $$--- ----· •----w ___ ,. N---FM SAWCUT ROADWAY CENTERLINE PROPERTY LOT LINE 16TH SECTION QTR SECTION SECTION STATE MEANDER PERM EASEMENT TEMPORARY EASEMENT RIGHT OF WAY CONCRETE BARRIER CHAN SKIP STRIPE GUARO RAIL BURRIED TRAFllC SIGNAL TRAmC SIGNAL INTERCON NECT TV BURIED TV OVER HEAD LINE TEUPHONE BURIED TELEPHONE BURIED FIBER OPTICS POWER BURIED POWER GAS STORM DRAIN STORM DRAIN STUB LINE DITCH SAN SEWER SAN SEWER STUB LINE WATER SILT FENCE SEWER FORCEMAJN l I, PF~ ita' ... CALL BEFORE i ~ E ~ YOU~ 811 ' I $1:~f/j az~ --(1.s,j ,~ ml!: ~;;'1------,.--,.----------------,~-"T'-,--r---~=---=:'.""'--~~~~~~~~-'T"-----------------------,ll-1"-'~'-'~'-"~"-'~-'~:_,~,.,~"'~"'~"'-~----,11T.DA~TE~-----r----------------------+-~~~~-QS-/_Ol_/_i,--t ~ 11255 Kincland Way, Su~• 300 V ERIFY SCALE JOB NUMBER OESIGNEO_fil!_ Kincland, WA98033 BAR IS ONE INCH 0S/0 1 /19 19352 iij~ DRAWN -"""'=J-••~---_-..j.+-_-_-_-_-_-_-_-_-:_-_-_-_-_-_-_-_-_-_-_-:_-_-_-_-:_-_-:_-_-_-_-_-_-:_-_-•+--_-_-:_-_-:_-_-_-~+_-_--,1-t NCE :~i2j5 ~: 4 /~~; 7;::y :~ ;':: l:Mz --=--------' LEG END & ABBREVIATIONS 0WC NAIIE:Plg352J.CO-AIJ,' ~i,~~C•H•E•C•K•ED-__filL__--•~•~.SYM~i!:::::::::::::::~R~EVl~~S~ION~::::::::::::::1:~D~A~TE~=t~BY~:tAP~~P°t1o.--•M•-~;;;•~-;;;;;;,;C.,,,,.,;;;;;;;:,. ___ .,.,.,,;;,;;;·•P•ac•""~~~~~-.co.m;... ___ ..... __________________________ ,l,l:~~~SHEET~N:.~CO~~=N~r~LY~-.L,--~A•S;;.,;;S~H~O-W.;.;,;N;,.Jl..,------------------------'-S•H•E•ET_;;;;;;;; 2 ;;;;;;.,;0~a,_;:44;:_i r ,.., ,-, ,.., -, ,..., I (;; 8" p I I I I I I . I L __ / ---- SHT.4 / /'\_ ' / r-7 I SHT. 6 I cdl'llm:, \ fl'ORT Of'JIWO I I I I I I I I I SiT. 9 I 1 sHT.8 I \ PROPOSED FOSTER WEU.S FORCEMAIN ~ SHT. 10 SHT. 14 ~ w ' SHT.17 ,----- < M 1-w w :::c: "' I :r. 11' I I .J I f 1/ I ~i I ~ / I I f I ~ \ \\ c~• \ cw;;:.;.r·r• ii CO~NO I i. I I is ~ I ijzi ~, ~ Iii a ,' a l ::E 1 ' SHT. 13 '-.. '\' -I I ~ -j---f-___ J ___ + ___ L ___ II / Tll.lWRY Cl[Mf_NT ~ r;%-r. "I~ , \ I ~ wi i ! f 1-EXISTING FOSTER / /II \ \ ,__ --J, I ~1 1 -ii -7 I ! < ' ~---WEl.lS UFT STATION /\ I ~ I I I "F;•on.sc;,o / ~"\ SHT. 33 / I \ g I __ j ___ J_ _____ J _______ L '/ ~ / A f,r-~--j \ \ _____ \ +-------------------t --1 i \ /''\/ /I / I \----\I I / \ / '\ / / \ ) I I ''\ / / ) \ \ I I / '\ / I I \ I I ~ I 'y I \ \ I I i ~ i I ,..\ \' i I I \ ~ ---\_ ,1 I i i I ,.-_i, I \ r------\-L-------~i-",---~-i -----..L------- KEY MAP & SURVEY CONTROL HORIZ. 0 150 300 600 Sc.ate In Feet CALL BEFORE YOU [)JG 811 F; ;i ~saa~ ;h'r------.-t--:_1--:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:i:_-:_-:r_-:_1._~-r--~--==~-~~:"""":':::~~--r---------------...... =~~ ....... ~-------------------"---_;,:,_;_-1 rJ1 DESIGNED ___filL t----+----------------+-----l---1-----" c~E m~~-~~8~~r-Suit• 300 ~E~F~~~N~E DATE JOB NUt.lBER ~ p. 425.827.2014 If. 425.827.5043 ONO .,.OR.IGliil"-'l.ilORl(iliiWIN,c_ ...... ___ os_,0_1_,1_9_-f 1 9 3 52 ,;r,;iiill!I DRAWN _H6L t---+-------------+--+----+----1 .,. 1dc! ---·······-·················-·· IF NOT ONE INCH ON SCALE .!lli CHECKED ____filL t--,.SYM:..t-------,_,REVl=siON..,-------+--.,DA=TE....+~BY,.,....!-AP=P :I AnE,,.....,gs-.,._,, ;:1 =::~_!:,1•in9 I Survey ~Hfil ~~Y. AS SHOWN KEY MAP & SURVEY CONTROL SHEET_l_ 0 ,-, ,-, ..... ...., ...., f--------------------+----------------- 1 I I I I I M 1-w w :c fl) w w fl) POSED FOSTER WEUS :EMAJN It ~ " ~HT. 26 SHT. 27 I I I I I I I I I I I I I I I I I I I SHT. 28 I I I I I I I I I I I I I I I I I SHT. 29 SHT. 30 I I I I I I I I I I SHT. 23 / _________________ j ---1----1-------T 7 I I I I II I S HT. 22 I /It I j I " ~ i I SHT. 21 1 SHT~ /11 f i I ! W ~ff /11 ~HT. 20 / Zr-;;~~~~~L-E I I _/_ -----+--:'.jl=----FOSTER-WEl:l:S --/ :c I ----7 RD ~fl 1/ ~ / ~/11 ~--~§ I ~i / ~~ ~ I SHT. 19 SHT. 32 KEY MAP & SURVEY CONTROL I I I I I I --1 I I I I I I I I I I I I ---~ I I HORIZ. 0~~1550iiiiiiii300~~~~600 Scale In Feet A S SHOWN KEY MAP & SURVEY C ONTROL SHEET~ 0 r ,-, ,..., ). ~ ..J ,-, s ~ ~ Cl ~ ,.., ,.., ,..., MDC PASCO FOSTER WELLS FM TL 11312-0321 I ' \ ,.. ______ ,._ ______ "" ______ ,.. _______ ... ------~'-Le 7'S£CURtTY F~C ____ _ _____ ,.., __ R~::i_'"' --+---~..,_ _. __ ___, __ -----==--~~-=--=--------'"" __ _ 7 'S£CUR1T'Y ~ .L ',',, __,,.. ~--_-_-_-_-_ -_-_-_-_-_ -----.. ,~----_-,--------:===--===- =~'~-~,~l~-~-~ ....... ,~,~.=-.~-~----_-_-_-_-!~-~--------~----_-_-____ ~_-_::----= -~:-4.l!,--.. --~-~ -~-- ,. ____ L_:>5------ss-., _____ _ -------5-.00-------------- ~-----------------,--------------------------- '--------•»-- ::.;.! ______ ~ ., __ -------tu w :I: 1/) ~ __ z-•oo~----.,._ /. ~ • CONNECT TO EXISTING ~ --7 //----_ W 4+00 W FOSTER WELLS RD 5+00 w -----+----lW 1/) "" WEU.S PUMP STATION. / 1/ ----_ Z SEE DETAILS SHEETS 33 AND 40 / ~L -----------'~,:r,~;rr-::....:-=..--------------------------------------------1.J STA 1+60.66 18" PLUG Vl>J..VE POWER CROSSINGS DEPTH TO BE CONFlRMED DURING CONSTRUCTION a CRASS -----------------_-_-_-_-!-_-_-_-_-_-_-~-=•--------------~--~-~ '#;.c'7",~....,...=-=--__ -_-_____ ---,--------=-=---<-------,,...--~~=-~~ ------,,----------------------:,;=-==--------1- ---~~~~~;~~~--:-~~-~~~-~-~--~~--~------N---,~------------------~ ( ' __,_,-----r ,' _R/W _/ --~=--,,. SCALED CC"'ITERL ~£ EX•~J''~C f"ORCEMA "-S •• F .l' ,, .,---,-.======--- , ( __ ;----~ I I. ~_-_::_-_-_-_-_-_-_-.,.---:-..'.'::.•::::.====-:a;•=~====:;.,;;::=-~====..,.== _______ , -------,>-----------· \APPROXIMA'TE fORCEMAIN LOCATION TO BE VERIFlED PASCO PROCESSING ( TL 11312-0266 FORCEMAIN -PLAN 0 Lt) -470 -460 / GAS AND WA'TER CROSSINGS COM LINE CROSSING DEP'TM TO BE CONnRMEO DURING CONSTRUCTION j, -450 ... r-.$ ,: •• ... ~~ ..,,,, ..,.., ... ... 1+00 DEP'TM TO BE CONnRMED DURING CONSTRUCTION -------------------------- ~ 1/) w z ---------~-----------------------------------------------------------------~ ~~u 0 ~============================~~========================================~d S . '\ 20" HOPE "" a," 0 ~~ N ~ ~~ ~: ...... :!l ~ ·~ ~~ ~~ ~IO .. ~ ... b3 fZ ..... "'0 "!~ "' ~~ ~ «j :~ .,,.,, O> "' ~~ ~~ .,;;; "';;; :'.l ~ ~~ .... ~~ ~~ ~~ r'l ..-i ~~ as ~~ ~..-; ... ..,.':; ..,,,, .,, ~ ~~ ~a ..,~ ... ~ ~6 ~e .. ~ ..,.., ..,.., 'n ... ~ ..... 8 &? ...... ..... f3 ff ..... 8 ~ S e 2 +00 3+00 4+00 5+00 5 +50 FORCEMAIN • PROFI LE -440 -430 -420 -410 0 HORIZ, 0 VERT. (!) KEYED NOT ES 1. romR WELLS FORCEMAIN TRENCH Tt'l'E 1 SEE DETAIL 1 SHEET 37. 2. FOSlER WELLS FORCEMAIN TRENCH Tt'l'E 2 SEE DETAIL 2 SHE ET 37, 3, POTHOLE UTILITY CROSSING. 4. SAWCUT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5. PROlECT/SUPPORT EXISTING UTILITY DURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7. REMOVE, Sl>J..VAGE, AND REINSTALL SIGN OR EXISTING STRUCTURE. 8. RELOCAlE UTILITY TO EXTENTS SHOWN • 9 . INSTALL AIR REL£ASE Vl>J..VE, SEE DETAIL 1 SHEET 38. 10. SURFACE RESTORATION PER PLAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2, MAltlTAJN HORIZONTl>J.. CLEARANCE or 10· FROM EXISTING WAlER MAINS. MAINTAIN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING WA'TER MAIN IE'S AND CROWN OF FORCEMAIN. FORCEMAIN SHl>J..L NOT CROSS MJO/E WATER MAINS WITHOUT APPR<Nl>J.. BY CITY ENGINEER. 3. MAltlTAIN MINIMUM 5' HORIZOtlfl>J.. CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE or 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTl>J..L PRE-FABRICATED HOPE SOR 9 BEND PER PIAN . 5. MINIMUM BEND RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHl>J..L BE 45 f'EET. 6. SHEETING AND SHORING PIAN FOR INSERTlON AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL. 7 . CONTRACTOR SHl>J..L PREVENT THE EROSION OF MA'IERIAL EXCAVATED DURING CONSTRUCTION AND BACKnU.. FOSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR Of EXCAVATED MATERIAL. Jo1('( MAlERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING. SHOVELING OR OTHER APPROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) DR 11. 9. COlfTRACTOR TO MAltlTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES. 1 O. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTIES. 11. ALL PLUG VALVES TO BE DEZURIK Fl, Cl, NBR, CR, 1404GO'MGB-WR3L-N OR APPROVED EOUAL. KEY MAP 1·-200· 0 10 20 Scole In Fee t 5 10 Scale In Feet 40 20 CALL BEFORE YOU o.G 811 --('-"I r ,.., ,.., ,.., ..., ' ; ;:. MDC PASCO ~TL=--'-1-'"13"'1"'2~--=0""3.,,_21~) _ ------- -----. R/W -------- SSVH R,IJ•4J6.80 1£ Cl CHAN s· PVC (N W)•427.45 a· PVC (SW)•427 3~ ' \ \ \ \ co --------1- w I: II) w ------,-C--~c.=..:::=..::.=.::.:..=..::..=..::.=i W II) \ \ ' ~ -I w z ------~-----7+00 W FOSTER WELLS 'RD c8.tf0o YELLOW STR'PE w 10+00 Z :J,__ ...... c.-_-___ _ I: ---\ \ :J I: 0 ------1-<1-i~-------------==-=-==:".:"=------------,------__JUllil.....QL=:1.!,•1..[I- \ \ \ \ \ \ \ , __ ---~ ::i: C ---\ < ------------------: J'-o<b _f_ ---r r -,r--------~---_-_-_----,----~ -=--~-~-=-.:.----~-~::-::__:-~:.:_~~~-=-=-=-=-=-=-=::.;==:::::::::::::::==~~=,=,=,=,=,=,=,=•=======::;=------_.....::,~,:-----~,-~--~•-¾~_•_ ---,-Re::,..:c__,..,:_ --~--=---~-::i: ------------------- ----~~==,=---.::: ----------4..Jt-------I .,,. .... , ____ ...._ .... .::;,,-01-----__ , -"----' __ , --,, --.... ___ =-~-~ -T I ~,"'' \ t I ,,. ---, I /' \ \ ASPHALT \ I ===:-:;.,.==="-====,.;CB===r,:.,w...====ou,>==='-"Oo..._. ___ ,c,,--=="R{!lbi:c==c::>,====c!!!..==+====~=~~====._'.~-=---______________ ---,"--I .:::;;=====~=.J~':;:+====~"'~SC_:-'L.ID:5::::a::N~T['.'.'.'.Rlft.lE El':JSTl~G F'ORC(MA.NS _______ .,. _______ >-------,--------------_______ .,. ____ ._· ___ .,. ____ =====-.,.~:,.,-_-_-.//"--_-::."'___ ·lt--,-f,'--~1+-"'~ .. -----·---'~'1-_____ .,._"'_-_-_-_-_ PASCO PROCESSING ( TL 11312-0266 FORCEMAIN -PLAN C C -470 -460 IC) + IC) GAS UNE CROSSING DEPTH TO BE CONARMEO DURING CONSTRUCTION WAT[R LINE CROSSING DEPTH TO BE CONARMEO DURING CONSTRUCTION COM LINE CROSSING DEPTH TO BE CONARMEO DURING CONSTRUCTION 6 -450 ,.. <i I- II) ~ II) 440-W z W -44 0 :::i I: z :J _____ ,,,,-.... _ --------------------------------------------------------------~-----------------------------------------~ 0 430-I-< ::i: MIi OO'TM 4.5' I: l=====================================================~========:;;::;;;:::========================================================1 ~ -430 ~~ ::i: 420- 410- --~ ~ ~~ ... ;:i;;,; .., ... ~~ .. ':J ~~ ..... i.ie .. ... ~; r--: ~ ..... ..... .., ., ..,.., ..... .. ... 5+5 0 6+00 DESIGNED ___.llli_ 1--4--------------------+---+--+----1 DRAWN ~ 1--4--------------------4---4--+----I CHECKED _.f!!i_ 1--,SYM=+---------=R"'EV1""s""io=N-------•-o~r,;~:n:~+--,BY~+,.,,=p=I -co irjC? :2~ ..,.,, .. ':J ':J~ 8 fe 7+00 .., co :~ ~~ ..j."! O> oi ., .. ..,:..; ~~ .,~ .. ':J ..,.., .. ... s ft .. .. 8+00 FORCEIIIIAIN • PROFILE 11255 KiotlandWay, Su~• 300 Krkland, WA 98033 p. 425.827.201 4 I I. 425.827.5043 CMI I Sll'U<tlral I Planning I Survey www. Mngrs,eom :;~ ':J~ ., ... :~ .... ~ co '.:l~ •':J 8 ~ 9+00 -420 -410 .. i ~~ co co ':J';J .... ~ .. ... 10 +00 ~i:,;E:.:~.;;.sl"'F;.:..,,::.:c::NC,,A.:,.~E,,_--ll DATE ON ORIGINAi. DRAWING. 0 1· _________ ...., IF NOT ONE INCH ON SCALE 05/01/19 TlffS SHEET, ADJUST SCA ACCORDING Y. AS SHOWN 0 HORIZ. 0 VERT. (l) KEYED NOTES 1. fOSTER WELLS fORCEMAIN TRENCH TYPE SEE DETAIL 1 SHEET J7. 2. FOSTER WELLS fORCEI.WN TRENCH TYPE 2 SEE DETAIL 2 SHEET J7. J. POTHOLE UTILITY CROSSING. 4. SAWClJT, REMOVE ANO RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET J9. 5 . PROT£CT/SUPPORT EXISTING UTIUTY DURING CONSTRUCTION 6. REMOVE ANO RESTORE CURB ANO GlJTTER 7. REMOVE , SALVAGE, ANO REINSTALL SIGN OR EXISTING STRUCTURE. 8. RElOCAT£ UTILITY TO EXTDITS SHOWN. 9. INSTALL AIR RELEASE VAi.VE, SEE DETAIL 1 SHEET JS. 10. SURfACE RESTORATION PER PIAN SEE DETAILS SHEET J9. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING lJTlUTlES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAi. Cl.£ARANCE OF 10' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE Of 18" BETWEEN EXISTING WAT[R MAIN IE'S ANO CROWN OF fORCEMAIN. fORCEMAIN SHALL NOT CROSS ABOVE WATER MAINS W1lHOUT APPROVAi. BY CITY ENGINEER. J. MAINTAIN MINIMUM 5' HORIZONTAi. CLEARANCE FROM POWER, GAS AN O COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERT1CAL ClfAAANCE Of 18" FROM POWER GAS ANO COM AT CROSSINGS. 4. INSTALL PRE-fABRICAT£0 HOPE SOR 9 BEND PER PIAN. 5 . MINIMUM BENO RADIUS fOR 20" IPS SOR 11 HOPE PIPE SHAU. BE 45 FEET. 6. SHEETING ANO SHORING PLAN fOR INSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR fOR ENGINEERING REVIEW ANO APPROVAi.. 7. CONTRACTOR SHAU. PREVENT THE EROSION OF MATERIAi. EXCAVATED DURING CONSTRUCTION ANO BACKALL f OSTtR WELLS ROAD ANO STAT£ ROl/TE 395 TO REMAIN CLEAR OF EXCAVATED MAT£RIAL NM MATERIAi. TRACKED ONTO ADJACENT ROl>DWAY WILL BE REMOVED BY SWEEPING, SHO\IELING OR OTHER APPROPRIAT£ METHODS. 6. 20" HOPE IS IRON PIPE SIZE (IPS) OR 11 . 9. CONTRACTOR TO MAINTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITT: DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTlES. 11. ALL PLUG VAI.VES TO BE OEZURIK f1, C1, NBR, CR, 1404GO'MG8-WRJL-N OR APPROVED EQVAI.. I -;K,.,E==Y~M:!.::A-"P'--__________ d 1·-200· l..l:::J 0 10 20 40 Scole In feet 5 10 20 Scale In feet PLAN & PROFILE CALL BEFORE YOU~ 811 --(Wj JOB NUMBER 19352 SHEET __ S_o ... , I..., I.. ._, .... '-' L-, '-' L..l f;.J 470- 460- 0 0 ------ ---~ ~ ~-----; .::= -;__-..:-= ;;;;-:;,.-.:.::-=-------~-.:= =---c;;;_,;;:,-- ------... -- .,,,., l ~ / \ ,.,.,." ' ,,,,-------·------------,;;;;;. ~-41 ~ ---,;.;;,--,._ -------- -----,,,,,/ , ' , _,,----------------------------·•--------------- ,.✓ C, ::i ,1--------✓ , .~~_:--------' ---------------~ -' --· '" ----- PASCO PROCESSING ( Tl 11312-0266 ) /' / / /'\\ .,,,,."' / / / / ,.,, I,,...✓ I /( \ / d' / ,.✓t•""\ I' o I ', ~}, ...._,,__ \ / ••"'""" 't..S, 9-....,o t'",-si~1\0f'\ ........ \ .~ ' ,,...--I \ I I I I I \ \ FORCEMAIN -PLAN PORT OF PASCO ( Tl 11312-0368 ) ~~ I I R-1ood, -470 -460 450-6 POWER LINE CROSSINGS DEPTH TO BE CONFlRMEO / COM LINE CROSSING 0 It) ~ -450 .... c( • DEPTH TO BE CONFlRMEO DURING CONSTRUCTlON I-DURING CONSTRUCTJON ..-~ ~ 440-W 1-z , ~ ~ --------------------------------------------------------------------------------------:;;~~~------------------------------------~ -440 ~~~ , J c( 2 0° HOPE Q 420- 410- ~ 1--~ <( :i: N.., .... -"'"' ... ..,g ~~ :;;~ "'.; ~~ .. ~ -:2 "':! ..,g ·"' ... !l! :~ :~ ~ ID "' . <O f.0 •• ~,,; ~~ •• I() tn .., ., ID CO .. ~ ~~ ~~ ~~ ..,.., --~ ~~ ..,.., .. ~ ..,.., .-,;!l ~~ s ~ . .., s fr .. ~ .. .., 8 e .. .., .. .., 10+00 11+00 12+00 FORCEMAIN -PROFILE ~~ C! 8 ~6 6~ Se 13+00 ~~ ~a ~~ ........ ..,.., .. .., "' ~ r-: .... .... ..,.., .. .., c,:l ,-.:,..:. ..,.., .. .., ~ ~ ~e S e 1 4+00 CD N - :li :!i .. .., OA~ -420 -410 CD,-.. :~ ..... ~:ii ~~ .. .., S e 14+50 CHECKED_:_ I ~' _Rrus~N I DA~ I ~ IAPP'J AA EnginNmg SerYICfl Corrpany 11255 Kir1<land Way, Sutt• 300 Kirkland, WA 98033 p, 425.827.2014 I I. 425.827.5043 ····•·•••·•·· ............... _ ....................... . CMI I SII\JdlJral I Planning I Survey www.pacetngrs.com VERIFY S CA LE BAR IS ONE INCH ON ORIGINAL DRAWING. Ir O NOT ONE INCH di: , .. SCALE ________ , 05/01 /19 THIS SHEET, ADJUST SCALES ACCORDINGLY. AS SHOWN 0 HORIZ. 0 VERT. (!)KEYED NOTES 1. roSlER WEUS rQRCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET J7. 2. rDSTER WELLS rDRCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET J7. J. POTHOl£ UTILITY CROSSING. 4. SAWCUT, REMOVE ANO RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET J9, 5. PRO~CT/SUPPORT EXISTING VTIU1Y DURING CONSTRUCTION 6. REMOVE AND RESTORE CUR8 AND GUTTER 7. REMOVE. SALVAGE, AND REINSTALL SIGN OR EXISTING STRUCTURE. 8 . RELOCA~ UTILITY TO =NTS SHOWN, 9. INSTALL AIR RELEASE VALVE, SEE DETAIL 1 SHEET JS. 10. SURrACE RESTORATION PER PLAN SEE DETAILS SHEET J9. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVATION . 2. MAINTAIN HORIZONTAL CLEARANCE or 10' f'ROM EXISTING WA~R MAINS. MAINTAIN VERTICAL CLEARANCE or 18" BETWEEN EXISTING WAm MAIN IE'S AND CROWN or rDRCEMAIN. roRCEMAIN SHALL NOT CROSS ABOVE WATER MAINS WITHOUT APPR<JI/AL ~ CITY ENGINEER. J. MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE rROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE or 18° rROM POWER GAS AND COM AT CROSSINGS. 4. INSTALL PRE-rABRICATEO HOPE SDR 9 BEND PER PLAN. 5. MINIMUM BENO RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 fEET. 6. SHEETING AND SHORING PLAN roR INSERTION AND PULL BACK PITS TO BE PROVIDED ~ CONTRACTOR rDR ENGINEERING REVIEW AND APPROVAL 7. CONTRACTOR SHALL PREVENT THE EROS~ OF MATERIAL EXCAVAITD DURING CONSTRUCTION AND 8ACKFllL roSTER WELLS ROAD AND STAIT RO~ J95 TO REMAIN CLEAR OF EXCAVA~D MATERIAL Nl'f MAITRIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED ~ SWEEPING, SHOVEIJNG OR OTHER APPROPR1AIT METHODS. 8 . 20° HOPE IS IRON PIPE SIZE (IPS) DR 11. 9 . CONTRACTOR TO MAINTAIN 10' WORK ING DISTANCE f'ROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITT: DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTI~ CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILITIES. KEY MAP 1·-200· 0 10 20 40 Scale In Feet 5 10 20 Sco!e In Feel PLAN & PROFIL E CAL L BE FORE YOU DIG 811 _,....11-"'l JOB NUMBER 19352 i._, ..... .._, ..... ..... .... '-' ~ I.., ~ li,J .... ----- ~ FOSTER WELLS FM -- ----------- ----, _ -_--:___ _ -=-==--:...:=_-=:.:::sa~ ____ -_ ~ -...::c_ _ -=:_-=,,_, __ 1 _ _, --~~-~,~~~"---,o,~'"' 76 :_;:--:,~~=-I-~---=----\-::---...:: .. ,.====-=-=:=:-=--==--=-~:~ -----= . --«=-----------, ·----------~-/<. _____ --~~ __ _---~----------:_-:_-:_-:_'?""_91C~:;::=-~--=_=-oa_:;;~:'!":":"---~:_-::_-_-_-_-:_:':'.::: :-:::~ =-;;;;;~=--: :c:: ':: _-_-_cc-~:-~ ----------ITT,_ -------/ -' ' ' '. ' L , ------------/ / ,_ ', ' ' . ' ~ I --_. ... ----=-==---::.,..,--__ -------------, <, ',, •, , ', , \ w <><--::,--~------------/ -',, ', ' ', ' ' w ---~-------------"' -------• ',, ', --,.., ., ""'"'""' -' % ------------~-~---__,___ ____ -~s -----~-. , I ' --·•-------------------' '•,,__ •=,. RO ',, ' ', " -' \ ., -----•osTER ,....,.. •, •, ', ' ' ' w ____ '-----W,, · ·,, •,, •,, ', \ \ , w -.• ~ -~. -----., ', ', \ ' ' . .. ---·---', ', '••··-· ' '" , -- 20" PLUG V,J.VE WITH CAST IRON OVERHEAD POWER CONTRACTOR TO USE CAUTlON ------, I I I ·-------~--------------:~-~---~------~---,-:_:_: ''-:~----: ~ -------,. -', J --' ', ----\ i \ • :r -'-----'--~. --~ ~ '--'---o =-·~.:,._ ·------,____ ~ ·• ., I ', -•~. ' -_, ---r ' --~---,. . ,. --~ -----' ~• I , , -~ --- --------- ' ' ' 'I \ " " " " COM LINE CROSSING DEPTH TO BE CONFlRMED DURING CONSTRUCTION , , / PORT dF PASCO/ ( lL 11312-0368 'l ' I I I / , / FORCEMAIN • PLAN .,,,,.,,,,,,, I I I I I , / ' 1 E:Noor // / ,' _____ l2':_~----, / ,, / ( / I --- I ; I I ------------------ OVERHEAD POWER CONTRACTOR TO USE CAUTION --- -470 -460 0 0 + Ol -450 .... <(, V,J.VE BOX Iii ---<i. ~ --------------------------------------------------------~-----------------------------~-----------------------------------Iii :J W -440 ~~=======~l::=====~~~~:!::::=~================;;=;;;;;;;:::::!:================================~==============7z 430-~ HOPE ~ < 0 ::E AR I D-26 2 -... -430 /4JR/WC ASSEMBLY <( SEE OET/4JL 1 SHT 38 ::E ., " "'"' . " q ~ "?~ . "' "'.; ... ~ ~~ ~~ ~~ ~ en 0,., 0,"' ... ~ oi ai oi ai 0,"' 0,"' ,,,,,, ..,,,, "'"' ..,.., ..,.., ..,,.., 8 fe ...... .. ... f3 ~ .. ... ..... ...... ... ... 14+50 15+00 :::~::: ~ LJ REV!~ I MT£ I BY LJ "' -. ,,, ~~ 0, ~s "':"1 0, 0, 0, 0, ,,,,,, ,,,.., 8 e ..... ...... 16+00 "' ... U"?:; ~ii! . "' ., ~ ~ ai 0,'" 0, 0, ... ~ oi ai ..,,..,, ..,,.., ..,,.., .. ... ... ... ~ f2 ...... 17+00 FORCEMAIN -PROFILE 11255 Krklwid Way. Suite 300 Ki1dand, WA 98033 p. 425.827.201 4 j /. 425.827.5043 ...................................................... Civil I Stru<\lral I Planning I Survey www.pacN".i'S.com :~ 6~ ~, ... ~ ... ... -" ci ~ ·O N ; .,.:. ~"'; ::~ ...... ;; .., 8 ~ .. ... 18+00 .. <O ~~ ... ~ ~~ _,,, :~ ;: ; :~ :i .. ... 8 ~ 19+00 DAT£ VERIFY SCALE BAR IS ONE INCH 0~ ORIGINAL ORAWl~-1 05/01/19 I IF NOT ONE INCH ON SCALE lHIS SHEU, AOJUST SCALES N:COROINCL Y. AS SHOWN -420 -410 0 HORIZ. 0 VERT. (!)KEYED NOTES 1. FOSTER WELLS FORCEMAIN TRENCH TYPE I SEE DET/4JL 1 SHEET 37. 2. FOSTER WELLS FORCEM/4JN TRENCH TYPE 2 SEE DET/4JL 2 SHEET 37 . 3. POTHOLE UTll.llY CROSSING. 4. SAWCUT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DET/4JLS SHEET 39. 5 . PROTtCT/SUPPORT EXISTING UTII.IIY DURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7 . REMOVE, S,J.VAGE, AND REINSTAU SIGN OR EXISTING STRUCTURE. 8. RELOCATt UTII.IIY TO EXTENTS SHOWN. 9. INST,J.L /4JR REI.EASE VALVE, SEE DET/4JL 1 SHEET 38. 10. SURFACE RESTORATION PER PLAN SEE OET/4JLS SHEET 39 . GENERAL NOTES 1. CONTRACTOR TD POTHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2. M/4JNT/4JN HORIZONT,J. CLEARANCE OF 1 O' FROM EXISTING WATER M/4JNS. M/4JNT/4JN VERTIC,J. CLE:ARANCE Of 18" BETWEEN EXISTING WATER M/4JN IE'S AND CROWN or FORCEMAIN. FORCEMAIN SHAU NOT CROSS AB<:Nf. WATER M/4JNS WITHOUT APPR<N,J. BY Cl1Y ENGINEER. 3. M/4JNT/4JN MINIMUM 5' HORIZONT,J. CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. M/4JNT/4JN VERTIC,J. CLE:ARANCE OF 18" FROM POWER GAS ANO COM AT CROSS INGS. 4. INSTAU PRE-FABRICAT£D HOPE SOR 9 BEND PER PUN . 5. MINIMUM BEND RADIU S FOR 20" IPS SOR I 1 HOPE PIPE SHAU BE 45 FEET. 6. SHEETING AND SHORING PLAN FOR INSERTION AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL.. 7. CONTRACTOR SHAU. PREVENT THE EROSION OF MATERIAi. EXCAVATED DURING CONSTRUCTION AND BACKFILL FOSTER WELLS ROAD ANO STAT£ ROUTE 395 TO REM/4JN CLEAR Of" EXCAVATtD MATERIAL ,.,,r, MATtRIAI. TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING, SHOVELING OR OTHER APPROPRIATt METHODS. 8 . 20" HOPE IS IRON PIPE SIZE (IPS) DR 11 . 9. CONTRACTOR TO M/4JNT/4JN 10 ' WORK ING DISTANCE FROM OVERHEAD POWER LINES. I 0. CASCADE NATUR,J. GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATIJR,J. GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTIES. 11. AU PLUG V,J.VES TO BE DEZURIK Fl, Cl , NBR, CR, I404GO•MGB-WR3L-N OR APPROVED EQUAL '0 • \ \ \ __ , .. -· \ \ \ \ KEY MAP 1·-200· © EB 10 20 40 Scole In feet 5 10 20 Scale In Feet PLAN & PROFILE CALL BEFORE YOU~ 811 --(Wj JOB NUMBER 19352 DWG NAM£: Pl 9352...PP2 SHEET __ 7 __ 01 ._, .._, I.. ...., .... ~ L-' .... ~ - ;. - I I I I I I I I I I I I I I / / / / / -..... ' ) / / / / ',, ',,,. I I/ / / / I ',, / I I / / / I I I I I I I I I I I I / / J : ,' / // j / / / / I I / / / I Pl:,20+34.~ I I ., I I I .,? / / /.. / // / / -;· _ l _ I ,/ ••,p{,-~ ~• NB•l>TJ~OE • ·~•f'-"--·-::r . "P •i I I __ ..J---~-o,-,. J I .,,.., _, ~~p~::~;p~?F? I g en w \ \ WL . ··' _I 20+-00 I I I I I I I ,; \ \ I • • (l)t,9'58'1.5.( 113.17' , I ' w \ z I ~\ \ LIMITS Of STAT£ RESPONSIBILITY ' PER WSDOT (PASCO TO SAGEMOORE I \ -\ ' -' ,, \ \ \ ~\ RIGI-IT-0.-WAY Pl.AN ) . ' '\-...._ 0 '-~~-....... __ >\. 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MAINTAIN VERTICAL CLEARANCE Of 18" BETWEEN EXISTING WATER MAIN IE'S AND CROWN Of fORCEMAIN. fORCEMAIN SHALL NOT CROSS MJOVE WATER MAINS WITHOUT APPR<:N>J.. BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS ANO COM UNL£SS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE Of 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTAU. PRE-fMJRICAT£0 HOPE SOR 9 BEND PER PLAN. S. MINIMUM BEND RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 FtET. 6. SHEETING AND SHORING PLAN fOR INSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL. 7. CONTRACTOR SHALL PREVENT THE EROSION Of MATERIAL EXCAVATED DURING CONSTRUCTION ANO BACKFILL FOSTER WELLS ROAO ANO STAT£ ROUTE 395 TO REMAIN CLEAR Of EXCAVATED MATERIAL loJ(( MATERIAL TRACKED ONTO ADJACENT ROJoUNAY WILL BE REMOVED BY SWEEPING, SHOVELING OR OTHER APPROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) DR 11. 9. 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WATER MAINS WITHOUT APPROVAL BY CITY ENGINEER. 3. MAINTAIN l.llNIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS ANO COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTAU. PRE-FABRICATED HOPE SOR 9 BENO PER PLAN. 5. MINIMUM BEND RADIUS fOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 fEET. 6. SHEETING AND SHORING PLAN FOR INSERTION AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL. 7. CONTRACTOR SHALL PREVENT THE EROSION Of MATER1AL EXCAVATED DURING CONSTRUCTION AN O BACKFILL FOSTt:R WfllS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATED MATERIAL Nff MATERIAL TRACKED ONTO ADJACENT ROM1/IAY WILL BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER APPROPRIATE METHODS. 8 . 20" HOPE IS IRON PIPE SIZE (IPS) OR 11 . 9 . CONTRACTOR TO MAINTAIN 10 ' WORKING DISTANCE FROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. 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AIR RELEASE VALVE, SEE DETAIL 1 SHEET 38. I 0 . SURFACE RESTORATION PER PLAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING VTIUTIES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL ClEARANCE OF 10' FROt.A EXISTING WATER MAINS. MAINTAIN VERTICAL ClEARANCE OF 18" 8 ETWEEN EXISTING WATER MAIN IE'S AND CROWN OF FORCEWJN. FORCEMAIN SHALL NOT CROSS AfJ(Y{f. WATER MAINS WTTHOUT N'PR<J,/AL BY CITY ENGINEER. 3 . MAINTAIN t.AINIMUt.A 5' HORIZONTAL CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE N'PROVEO BY CITY ENGINEER, MAINTAIN VERTICAL Cl.£AAANCE Of 18" FROL4 POWER GAS ANO COM AT CROSSINGS, 4 . INSTALi. 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I-< ::E ~ O? ., ., ., ., ..... 8 ~ 37+00 -470 -460 -450 0 HORI Z. 0 VERT. @ KEYED NOTES 1. fOST£R WELLS FORCEWJN TRENCH TYPE 1 SEE DETAIL 1 SHEET J7. 2. FOST£R WELLS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. J. POTHOLE l/TILJIY CROSSING. 4. SAWCUT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAJLS SHEET 39. 5 . PROTECT/SUPPORT EXISTING UT1LJJY DURING CONSTRUCTION 6. REMOVE ANO RESTORE CURB AND GUTTER 7 . REMOVE, SALVAGE, ANO REINSTALL SIGN OR EXISTING STRUCTURE. 8. RELOCATE l/TILJIY TO EXTENTS SHOWN. 9 . INSTALL AIR RELEASE VALVE, SEE DETAJL 1 SHEET 38. 1 O. SURFACE RESTORATION PER PLJ.N SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVATION. 2. MAINTAJN HORIZONTAL CLEARANCE OF 10' FROM EXISTING WATER MAINS. MAINTAJN VERTICAL CLEARANCE OF 18" BETWE£N EXISTING WATER MAIN IE'S AND CROWN OF FORCEMAIN. FORCEMAIN SHAU. NOT CROSS MOVE WATER MAINS WITHOUT IY'PR<NAL 8Y CITY ENGINEER. J . MAINTAJN i.jlNIMUM 5' HORIZONTAL CLEARANCE FROM POWER, c,,s AND COM UNLESS OTHERWISE IY'PROVED 8Y CITY ENGINEER. MAINTAIN VERTlCAL CLEARANCE OF 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTALL PRE-FABRICATED HOPE SOR 9 BEND PER PLJ.N. 5. MINIMUM BENO RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 f"EET. 6 . SHEETING ANO SHOR1NG PLJ.N FOR INSERTION ANO PULL BACK PITS TO BE PROVIDED 8Y CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL. 7. CONTRACTOR SHALL PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION ..,_,D BACKFlLL FOSTtR WELLS ROAO AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATED MATERIAL. AIM MATERIAL TRACKED ONTO ADJACENT ROAJYWAY WILL BE REMOVED 8Y SWEEPING, SHOVELING OR OTHER APPROPRIATE METHODS. 8 . 20" HOPE IS IRON PIPE SIZE (IPS) DR 11 . 9 . CONTRACTOR TO MAINTAIN 1 O' WORKING DISTANCE FROM OVERH£AO POWER LINES. 1 O. CASCADE NATURAL C,,S TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR C,,S l/TIUTIES. 11. ALL PLUG VALVES TO BE DEZURIK Fl , Cl, NBR, CR, 1404GO'MGB-WRJL-N OR IY'PROVEO EQUAL i-1 :fie ~ . .. ±iiizt t • ~ r ~ ,Osi i~ .. --r: I I L I I KEY MAP 1·-200· © EB 10 20 40 Scole In fHt 5 10 20 Scole In Feet PLAN & P ROFI LE CALL BEFORE YOU~ 811 --(\Ni QS/ 01/11 J08 NUMBER 19352 DESIGNED _J!!L_ (F ~!) Kirtland, WA 98033 BAA IS ONE INCH :a~ DRAWN ~ PACE ~:/2.~:8.2_7:.~~.,.:.l'.:.~2.5.:8.2.7.:~~3 :~~:::-:wr. SC'J.E 05/01/19 • I CHECKED ____fill_ CM/ I 5=rol I Planning I Suivoy THIS SHE£! ADJUST ~iii SYM REVISION DATE 8Y IY'P Ane..,-1S--"-"'r www.paceongr>.com "'Al.ES .,-;.:,,=v. AS S HOWN I I v .. ,,. vrv 44 I ._, ,,_, \o,.l .... ~ .... .... ~ ;; ; I ii! !I ii i BLASDEL Tl 11310-0037 / --/ ,,,,,,.,,,, ,,,,..,,. .,,..,,. ,,,, / / .,,,,,,,. ,,,,, ,,,,,,,. .,,..,,.-/ JOOO R/w PER ', _,foSTER WELLS .... ------/ ',, REC No J498271 ', ',, .,,..,,.' .,,.,,,..,' .,,.,,.,,.,,., ,.:.,,..,,.,,.. 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INSTALL AIR RELEASE VALVE, SEE DETAI L 1 SHEET 38. I 0. SURrACE RESTORATION PER PLNI SEE DETAILS SHEET 39. GENERAL NOTES I. COl'fTRAC'TOR TO POlHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL CLEARANCE Of 1 O' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING WATER MAIN IE'S AND CROWN OF FORCEMAIN. FORCEMAIN SHALL NOT CROSS /oBCNE WATER MAINS WITHOUT M'PRC:NAL BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5 ' HORIZONTAL CLEARANCE FROM POWER, GAS ANO COM UNLESS OlHERWISE M'PROVEO BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 18" FROM POWER GAS ANO COM AT CROSSINGS. 4. INSTALL PRE-FABRICATED HOPE SOR 9 BENO PER Pt.AN. 5. MINIMUM BEND RADIUS FOR 20" IPS SOR 1 I HOPE PIPE SHALL BE 45 FEET. 6. SHEETING ANO SHORING PLNI FOR INSERTION AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW ANO M'PR<:NAI.. 7. COl'fTRAC'TOR SHALL PREVENT lHE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION ANO BAC KFILL. FOSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATED MATERIAL. NlY MATERIAL TRACKED ONTO ADJACENT ROM/WAY WILL BE REMOVED BY SWEEPING, SHOVELING OR OlliER M'PROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) OR I 1. 9. COHTRACTOR TO MAINTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES. 10. CASCAl)E NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTIES. 11. ALL PLUG VALVES TO BE OEZURIK Fl, Cl, NBR, CR, 1404CO'MGB-WR3L-N OR M'PROVED EQUAL ~;;-- KEY MAP 1"a200' L -L -till © N EB 10 io 40 Seole In Feet 5 10 20 Scale In Feet PLAN & PROFILE CA LL BEFORE YOU ~ 811 --(WI JOB NUMBER 19352 SHEET __ 1_2 _ ..., \-I ._. ..... .... ..... u LI .... .,.. &,.,; BLASDEL ( TL1TJfo=o037 , .... __ _ ,,\ I' -, I'--. \ I / 1/ '~, I _j FOSTER \WELLS F'M ,, ' ' ' ' \ \ -.... --.... ___ _ .... , / Y' ✓-\ 1 ' ' \. 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VERIFY S CA LE DATE -:~ ;; ;; .... ~; "'"' .... &3 e 46+00 BAR IS ONE INCH I 0~ ORIGINAi. CRAWi~. 05/01/19 I If NOT ON£ INCH ON SCALE THIS SHEET, ADJUST SCALES ACCORDINGLY. AS SHOWN -510 -500 -490 -480 -470 -460 -450 0 HORIZ. 0 VERT. N @ KEYED NOTES 1. FOSTER WEUS FORCEMAJN TRENCH TYPE 1 SEE DETAIL 1 SHEET 37. 2. FOSTER WELLS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. 3. POTHOI.E VTIUTY CROSSING. 4. SAWCl/T, REMO\IE ANO RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5 . PROTECT/SUPPORT EXISTING UTILITY DURING CONSTRUCTION 6. REMOVE AN O RESTORE CURB ANO GUTTER 7. REMOVE, SALVAGE, ANO REINSTAU. SIGN OR EXISTING STRUCTURE. 8 . RELOCATE UTILITY TO EXTENTS SHOWN. 9 . INSTAU. AIR RELEASE VALVE, SEE DETAIL 1 SHEET 38. 10. SURFACE RESTORATION PER PlAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL CLEARANCE Of 1 O' fliOM EXISTING WATER MAINS, MAINTAIN VERTICAL ClEARANCE Of 18° BETWEEN EXISTING WATER MAIN IE'S ANO CROWN Of FORCEMAIN. FORCEMAIN SHALL NOT CROSS M!C{E WATER MAINS WITHOUT APPR<:NAL BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5 ' HORIZONTAL CLEARANCE fliOM POWER, GAS ANO COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE Of 18 " fliOM POWER GAS ANO COM AT CROSSINGS. 4 . INSTAU. PRE-FABRICATED HOPE SOR 9 BEND PER PIAN. 5 . MINIMUM BENO RADIUS FOR 20" IPS SOR 1 1 HOPE PIPE SHALL BE 45 f!ET, 6 . SHErnNG ANO SHORING PLAN FOR INSERTION ANO PULL BACK PllS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL. 7 . CONTRACTOR SHALL PREVENT THE EROSION Of MATERIAL EXCAVATED DURING CONSTRUCTION ANO BACl<FILL FOSTER WEU.S ROAD ANO STl<TE ROUTE 39 5 TO REMAIN Cl.fAR Of EXCAVATED MA'TERIAL l#r MATERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING, SHOVELING OR OlliER APPROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) OR 11, 9 . CONTRACTOR TO MAINTAIN 1 O' WOR KING DISTANCE FROM OVERH£AO POWER LINES. 10. CASCADE Nf<TURAI. GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE Nf<T\JRAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILITIES. 11. AU. PLUG VALVES TO BE DEZURIK fl, Cl, NBR, CR, 1404GO•MGB-WRJL-N OR APPROVED EOUAL. KEY MAP 1·-200· © E9 10 20 40 Scole In Feet 5 10 20 Scole In Feet PLAN & PROFILE CALL BEFORE YOU DiG 81 1 --(18'1 JOB NUMBER 19352 ._, \.-, .... <r ..... ..... \.,.I .... ..... '-' i.J ; i BLASDEL FAMILY LLC ( TL 11310-0037 ) -------... ' ,,,,.,. \ \ ' ' BLASDEL FAMILY LLC ---------------;✓ ' \ ', ' ', ' I _______ _ ____ .,../ \.._ .;, \_ \. '-.. ', '\ \ JOOO:.,R/WPE - --___ --F~TER--WElJ.S. n.t ... _ ... ......... · ..... ... ---------< ' I ' ', "-. ' ' '~£_: ~o--.3. .. .2_81.7 --sr -------.. __ --~;~~~~t~~=½~~~~~Y~({~~~~~~~~~~fi~~~mi~t ......... ........ ,_, .,.," ' ' ___ 7 1:..___ I , -/~;, "" ---,,.:.....souo ...... HE sr1t-P / /.,: / ,.. / / -I N -:::-+-------/ •• _____ _,..:_,. ------~'r \ E/FOSTER WELLS RD 48? ,. 1 1 ,. _____ ,., 1 ,. j / ------, . I \ • \ j,::. / / ••--~"--,f------N ~ / n.t ,..,, 0 1 , ... \ '\ \ < 49+()() / " -------,w _ / N #A w ' ' \ ' ', ', , / -~ / z ' . ,' \ ., ', ' ' ---~;-7:7~~-~2:~:~:~£=~:~~_;;~:-;,=::::;:;:~:/_:-~:::~%:: c=~--=-::::), -:-~~-~--~:~,---~ z ::; ::c I- (.) 480-1-- <( ::E <sw. 1r.t.,.,,, --'--l'rl----4~ _ ,' ' 'if ' K ' ,.. cON, , /---, --'-' ,Ji_..,£.1[-;;e'eo,=,s-=•~F-•=,T ~ tel CH•"-'~'(_ ... 0~;2" DEC--,---\----:.!£~ ¥ 2.!:_C~..,l~ ... -CON )Y'.,... 11 I I / J~ _.... .,-:: ~ ·~D&EO"'s's· __ ---~ wH -~ x-11 . 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SAWCUT, REMOVE NlO RESTORE EXISTING PAVEMENT. SEE OETNLS SHEET 39. 5. PROTECT/SUPPORT EXISTING UTIUTY DURING CONSTRUCTION 6 . REMOVE NlD RESTORE CURB NlO GUTTER 7. REMOVE. SALVAGE, NlO REINSTALL SIGN OR EXISTING STRUCTURE. 8 . RELOCATE UTIUTY TO EXTENTS SHOWN. 9 . INSTALL NR RElEASE Vl>I.Vf., SEE OETNL 1 SHEET 38. 10. SURF>CE RESTORATION PER PIAN SEE OETNLS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2. MAINTNN HORIZONTl>I. CLEARANCE or 10· FROM EXISTING WATER MAINS. MAINTNN Vf.RT1CAL CLEARANCE or 18" BETWEEN EXISTING WATER MAIN !E'S NlO CROWN or FORCEMAIN. FORCEMAIN SHAU NOT CROSS AB<NE WATER MAINS WITHOUT N'PR<Nl>I. BY CrlY ENGINEER. 3. MAINTNN MINIMUM 5' HORIZONTl>I. CLEARANCE FROM POWER, GAS NlO COM UNLESS OTHERWISE N'PROVEO BY CrlY ENGINEER. MAINTNN Vf.RTICAI. CLEARANCE or 18" FROM POWER GAS NlO COM AT CROSSINGS • 4. INSTALL PRE-FABRICATED HOPE SOR 9 BEND PER PIAN. 5 . MINIMUM BEND RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHAU BE 45 FEET. 6. SHEETING NlO SHORING PIAN FOR INSERTION NlO PULL 8.ICK P1TS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW NlD N'PR<N.AL 7. CONTRACTOR SHAU PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION NlO BACKFILL FOSTER WELLS ROAD NlO STATE ROVTE 395 TO REMAIN CLEAR or EXCAVATED MATERIAL NlY MATERIAL TRACKED ONTO ADJACENT R<»JJWAY WILL BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER N'PROPRIATE METliOOS. 8. 20• HOPE IS IRON PIPE SIZE (IPS) OR 11. 9. CONTRACTOR TO MAINTNN 1 O' WORKING OISTNlCE FROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTIES. 11. ALL PUJG Vl>I.Vf.S TO BE OEZURIK Fl, Cl, NBR, CR, 1404C0°MGB-WRJL-N OR N'PROVEO EQUAL I II 1-- KEY MAP 1·-200' ffi El) 46+00 F l ~ FORCEMAIN -PROFILE ,,~. "' , .. , I.ALL Dtrvr<t fl O 5 10 20 U AII ... ,.., ft ,1,1 47+00 48+00 49+00 50+00 50+50 FORCEMAIN -PROFILE 0 10 20 40 HORIZ. 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', / ,,"' ,,/ _ l- e( -=.... ___ -~" ~ _ _ • !-, I L ___ '=--r -_ _ _ _ ~/-___ L ___ __.: __ ~✓-_ _ < :i: '\ '-I -' j \ ----_,,,_ --/ I ' / :i= JONES, TODD P; --UTILITY f I \\, II R/W--_____ / RICKMAN, COLLETTE CROSSING ! I I ROBERT L & I LINDSEY A' R UTILITY EASEMENT JENNIFER L .lOOO R/'N I ( PER WAJV[R ( TL 11313-0102 ) COLUMBIA EAST rM EXTEN ON 1 1 TL 11313-0282 ) REC No J6185' NOT IN THIS CONTRACT , I I I I I I / I I I I FORCEMAIN • PLAN 0 0 -540 -5.30 OVERHEAD POWER CONTRACTOR TO USE CAUTION J; -520 ARI D-26 2" It) ==============c============J======;~;============:~~~~=6~=:~~==:=:::::~ ,,. ,~, . -···. 1i -"0 ...J :c u I--500 < ~--------------------------------------------MIN 0£PTii -4..5' AIR/VAC ASSEMBLY SEE · DETAIL 1 SttT 38 _N ., "' "' "' '° ""': ,,,g :;;~ ~~ NN "'::l <O ~~ . "' ~~ N ~ 0 "' --:o ::;r--: "'0 g~ <O <O ~ID g~ ~ co "' :&s "':il gg g ~ "':& ~~ ~~ &3 ~ .,5i 8 ~ "'5l 50+50 51+00 52+00 u ,o,u .. w __fil!_ DRAWN ~ CHECKED __fil!_ SYM REVISION DATE BY /APP "'~•-eon.,.,,, N ,n N ~~ ,N ~~ ~"! ~ aj ., ., g~ ., <O g :& "'5l Co 8 fr "'., 53+00 FORCEMAIN -PROFILE 11255 Kirkland Way, Suite 300 Krkland, WA 98033 p. 425.827.2014 I I. 425.827.5043 ..................................................... Civil I Structural I Planning I Survey www. paceengrs,com ,,,g .. ~ ~~ "'~ ~~ ro co ~~ C o g ~ "'., &3 &: 54+00 20" PLUG VAi.VE WfTH CAST IRON VALVE BOX Ir!~ .,,g 2~ cci (0 g :& ., g ~~ VERIFY SCALE BAR IS ONE INCH DATE r-"'N ~~ :::!!: -., ~~ .,o ., &3~ 55+00 ON ORIGINAL ORAWlNG. 1F O NOT ONE INCH o1: I SCALE I 05/01 119 THIS SHEET, ADJUST SCAl.tS ACC<lROINGLY. AS SHOWN -490 -480 0 HORIZ. VERT. 0 (!)KEYED NOTES 1. FOSTER WEUS FORCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET 37. 2. FOSTER WELLS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. 3. POTHOLE UTILITY CROSSING. 4. SAWCUT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5. PROTECT/SUPPORT EXISTING UTILITY DURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, AN D REJNSTAl.l SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTIUTY TO EXTENTS SHOWN. 9. INSTAl.l AIR RELEASE VAi.VE, SEE DETAIL 1 SHEET 38. 10. SURFACE RESTORATION PER PLAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILIT1ES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAi. CLEARANCE OF 10' fROM EXISTING WATER MAINS . MAINTAIN VERTICAi. CLEARANCE OF 18" BETWEEN EXISTING WATER MAIN IE'S AND CROWN or FORCEMAIN. fORCEMAIN SHAU NOT CROSS ABOVE WATER MAINS WITHOUT APP ROVAi. BY CfTY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAi. CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CfTY ENGINEER. MAINTAIN VERTICAi. CLEARANCE or 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTAl.l PRE-FABRICATED HOPE SOR 9 BEND PER PLAN. 5. MINIMUM BEND RADIUS FOR 2 0" IPS SOR 11 HOPE PIPE SHALL BE 45 rEET. 6. SHEETING AND SHORI NG PLAN FOR IN SERllON AN D PULL BACK PITS TO BE PROVIDED BY CONTRACTOR fOR ENGINEERING REVIEW AND APPROVAi.. 7. CONTRACTOR SHALL PREVENT THE EROSION or MATERIAi. EXCAVATED DURING CONSTRUCTION AND BACKFILL. FOSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR or EXCAVATED MATERIAL /WY MATERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING, SHOVELING OR OTHER APPROPRIATE METHODS. 8 . 20" HOPE IS IRON PIPE SIZE (IPS) DR 11. 9. CONTRACTOR TO MAINTAIN 1 O' WORK ING DISTANCE FROM OVERHEAD POWER LINES. 10. CASCADE NATU RAi. GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAi. GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILIT1ES. 11. Al.l PLUG VAi.YES TO BE DEZURIK F1 , Cl, NBR, CR, 1404GO-MGB-WR3L-N OR APPROVED EOUAI.. ~ ··•3,j E F~.~--T 3 I I I I I I , I / ! I! 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REMOVE AND RESTORE CURB AND GunrR 7. REMOVE, SALVAGE, AND REI NSTALL SIGN OR EXISTING STRUCl\JRE. 8. RELOCATE VTILJIY TO EXTENTS SHOWN. 9. INSTALL AIR RELOOE Vt,l.VE, SEE DETAIL 1 SHEET 38. 1 D. SURFACE RESTORATION PER PIAN SEE OCTA/LS SHEET 39. GENERAL NOTES I. CONTRACTOR TO POTHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2 . MAINTAIN HORIZONTt,l. CLEARANCE or 1 o· FROM EXISTING WATER MAINS. MAII-ITA/N VERTICAL CLEARANCE or 18" BETWEEN EXISTING WATER MAIN !E'S ANO CROWN or roRCEWJN. roRCEWJN SHAU NOT CROSS >J3<NE WATER MAINS WIIHOUT ,.,,PR<:Nf,l. BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTt,l. CLEARANCE FROM POWER, GAS ANO COM UNLESS OTHERWISE ,.,,PROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE or 18" FROM POWER GAS ANO COM AT CROSSINGS. 4. INSTALL PRE-FABRICATED HDPE SOR 9 BENO PER PL.AN. 5. MINIMUM BENO RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHAU BE 45 FEET. 6. SHEETING AND SHORING PLAN FOR INSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW ANO APPROVAL 7. CONTRACTOR SHAU PREVENT THE EROSION or MATERIAL EXCAVATED DURING CONSTRUCTION ANO BACKFlLL FOSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR or EXCAVATED MATERIAL /WY MATERIAL TRACKED ONTO ADJACENT ROMJWAY WILL BE REMOVED BY SWEEPING, SHOVELJNG OR OTHER ,.,,PROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) OR 11. 9. CONTRACTOR TO MAII-ITA/N 1 O' WORKING DISTANCE FROI.I OVERHEAD POWER LI NES. 1 O. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS VTIUTIES. 11. ALL PLUG Vt,l.VES TO BE OEZURIK Fl, Cl, NBR, CR, 1404GO-MGB-WR3L-N OR ,.,,PROVED EQUAL ~ ~ KEY MAP 1·-200· ..,~, "' ~,-• t::V E9 10 20 40 Scale In Feet 5 10 20 Scole In Feet P LAN & PRO FILE CALL BEFORE YOU~ 811 --(1-"'1 JOB NUMBER 19352 .._. '- .._. I,,.. ..... - '-' .... La.I .... ..... '""' ! ;. 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No. J610SJ COI.UMBIA EAST FM EXTENSION NOT IN THIS CONTRACT FORCEMAIN -PLAN 0 0 --------------------------------------------~ -540 -530 -520 --""'DEP!lfu' w -51 0 -w-~ ~~ ..J :I: 0 ~ ::il -~~ -m -~ ~ ~ ---~m ~ ~ -~~ -500 -490 -480 (V KEYED NOTES 1. FOSTER WEUS FORCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET J7. 2. FOSTER WEUS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET J7. J . POTHOLE UTILITY CROSSING. 4 . SAWCUT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET J9. 5. PROTECT /SUPPORT EXISTING UTIUTY DURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, AND REINSTALL SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTILITY TO 00£NTS SHOWN. 9 . INSTALL AIR REL£ASE VAi.VE, SEE DETAIL 1 SHEET Je . 10. SURFACE RESTORATION PER Pi.AN SEE DETAILS SHEET J9. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVATION. 2 . MAINTAIN HORIZONTAi. CLEARANCE OF 10' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE Of 18" BETWEEN EXISTING WATER MAIN IE'S AND CROWN Of fORCEMAIN. FORCEMAIN SHAl.l NOT CROSS lvJ(N£. WATER MAINS WITHOUT APPR(NAI. BY CITY ENGINEER. J . MAINTAIN MINIMUM 5' HORIZONTAi. CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE Of 18" FROM POWER GAS ANO COM AT CROSSINGS. 4. INSTALL PRE-FABRICATED HOPE SOR 9 BEND PER PlAN • 5. MINIMUM BENO RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 f"f:ET. 6. SHEETING ANO SHORING Pi.AN FOR INSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL 7. CONTRACTOR SHAI.L PREVENT THE EROSION Of W.TERIAL EXCAVATED DURING CONSTRUCTION AND BACKFILL FOSTER WELLS ROAD ANO STATE ROUTE J95 TO REMAIN CL.EAR Of EXCAVATED MATERIAL mY MATERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER APPROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) DR 11 . 9. 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NOT CROSS ABOVE WATER MAINS WITHOVT APPROVAL fJY CITY ENGINEER, 3, MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS ANO COM UNLESS OTHERWISE APPROVED fJY CITY ENGINEER. MAINTAIN VER11CAL Cl.EARANCE OF 18" FROU POWER GAS mo cou AT CROS SINGS . 4 . INSTALL PRE -FABRICATED HDPE SDR 9 BEND PER PLAN. 5. MINI MUM BEN O RADIUS FOR 20" /PS SOR 11 HOPE PIPE SHAU. BE 45 FEET. 6. SHEETING ANO SHORING PLAN FOR INSERTION NID PULL BACK PITS TO BE PROVIDED fJY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL 7. CONTRACTOR SHALL PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION ANO BACKFILL FOSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATEO MATERIAL. ANY MATERIAL TRACKED ONTO AOJACENT ROADWAY Wi ll BE REMOVED fJY SWEEPING, SHOVELING OR OTHER APPROPRIATE METHODS. 8, 20" HDPE IS IRON PIPE SIZE (IPS) DR 11. 9. CONTRACTOR TO MAINTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LIN ES. 1 O. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS, CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRI OR TO WORK NEAR GAS UTIUTlES. 11. All PLUG VALVES TO BE DEZU RI K F1 , Cl, NBR, CR, 1404GO'MGB-WR3L-N OR APPROVED EQUAL I I! I I I I I! Jr' 1: J ii ,. I I 4 I: /' ii ~:;~,.MAP ffi EB 10__ 20 40 Scol e In fe8f 5 10 10 Scole In Feet PLAN & PROFILE CAL L BEFORE YOU D;G 811 """""""'""""(USII JOB NUMBER 19352 SHEET _1_8_ O L • ..... .... ..... ,._, i.... .... .... .... .... i.... ""' .... 1..1 ! 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No :,01803 ( TL 11313-0255 ) / / FORCEMAIN • PLAN -550 ~ ~:~ T~R~Sl~~FIRMEO CM:RHEAO POWER 5 0 OUR1NG CONSTRUCTION CONTRACTOR TO USE CAUTION ;! ~ 0 ;; SJ0-co O -540 -SJ0 i i --------------------------------------------------------------------------~:;;;:;-------------------------------------------------~ ,J 520-w r========:;:=========:=~====================~~~z=J;;;;;~=:::::hJ~:~::::::::::::~~~~~~====~ 1/) ;! z w-W -520 ;; :J ::c: (.) =!r 10-'"" ;; c( M • ::E: ; 1 1500- j ~ I; 1 •490- !~ ~ ~ :J ,-" ... "' .... "' . "'"' "'~ ~~ ... ~ «>o:i "'"' "'"' ~; 68+50 ' "'~ ~~ -0 "' -co ""'. O! O! r--:~ "':;; "1~ . "' "?~ ~-:, ~~ "'"' ,-..'.,..: ,-.,..: ,-.,..: "'~ ........ ........ .... .... "'"' """' "'"' "'"' "'"' "'"' 8~ "'"' "'"' "'"' "'"' " " "'"' "'"' "' ... 69+00 70+00 .., ,-..:,....: "'"' "',n .., <Q <Q <O ID "'"' "'"' -:8 "' . "'"' "'"' "' s~ "' ...... IOlll "'"' "'"' 71+00 FORCEMAIN · PROFILE tT? O? ~~ "'"' .... ;t .,;..,;. "'"' "'"' 111 ~ ~~ "' "' . 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NOT CROSS ABOVE WATER MAINS WITHOUT APPROVAL BY CITY ENGINEER. 3. MAINTAIN MI NIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVEO BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 18° FROM POWER GAS ANO COM AT CROSSINGS. 4. INSTALL PRE-FABRICATED HOPE SOR 9 BEND PER PLAN . 5. MINIMUM BEND RAD IUS FOR 20° IPS SOR 11 HOPE PIPE SHAU. BE 45 FEIT. 6. SHEITING AND SHORING PLAN FOR INSERTION AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW ANO APPROVAL. 7. CONTRACTOR SHAU. PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION ANO BACKFILL. FOSTER WELLS ROAD ANO STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATED MATERIAL. ANY MATERIAL TRACKED ONTO ADJACENT ROMJWAY WILL BE REMCM:0 BY SWEEPING, SHOVEUNG OR OTHER APPROPRIATE METHOOS. 8. 20" HOPE IS IRON PIPE SIZE (IPS} OR 11. 9 . CONTRACTOR TO MAINTAIN 1 o• WORKING DISTANCE FROM CM:RHEAO POWER UNES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCAOE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS VTIUTIES. 1 1. ALL PLUG VALVES TO BE OEZURIK Fl. Cl. NBR. CR. 1404CO'MGB-WR3L-N OR APPROVED EQUAL. 1 I li ~ '~/ J , ,. .. { I )osTER 1! ~ WELLS RD Ii 1 ' ~r ,.., .. .....,,,....., _ E Fo!ttR WELL RD - ,--=r-...:..... -....,.-r I , KEY MAP cb 1'-200· EB 10 20 40 Scole In F' eet CALL BEFORE 5 10 20 YOU mG 811 Scale In F'eet --(Wj 11255 Kin.land Way, Suile 300 VERIFY SCALE OATE JOB NUMBER RN (F ~5) Kin.land, WA 98033 BAR IS ONE INCH 1 9 3 5 2 ii:;;,,i ---p. 425,827.2014 I(, 425.827.5043 ON ORIGINAL ORAWING. 05/01 /19 '"*i~IDRAWN ~ ~ .......................... ·-······.................. IFO NOT ONE I CH o1-: SCALE l7liC NAIIE:P19J52...Pl'ti i CHECKED ........1llL_ -Civll lS!ruclu,allPlanning l Sulv•y T><IS SHEET .:'ruusr PLAN & PROFILE 19 ~li~ SYM REVIS ION DATE BY APP·c Ant,_,,.s.-eo.,,,,,, www.pac11ngrs.com SCALES ACCO RDINGLY. AS SHOWN SHEET -'V ""' 1 1 ... ~- .._. .._ ..... 1...1 i... 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FOSTER WELLS FORCEMAIN TRENCH TYPE 2 SEE DETl>JL 2 SHEET 37. 3. POTHOLE UTILITY CROSSING. 4. SAWCUT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETl>JLS SHEET 39. 5 . PROTECT/SUPPORT EXISTING UTILITY OUR/NG CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, AN D R8NSTAU SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTILJTY TO EXTENTS SHOWN. 9. INSTALL l>JR REI.EASE VALVE, SEE DETl>JL I SHEET 38. I 0. SURFACE RESTORATION PER PL>.N SEE DETl>JLS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTIUTlES PRIOR TO EXCAVATION. 2. MAINTl>JN HORIZONTAL CLEARANCE OF 1 O' FROM EXISTING WATER MAINS. MAINTl>JN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING WATER MAIN /E'S AND CROWN OF FORCEMAJN. FORCEMAIN SHALL NOT CROSS ABOVE WATER MAINS WITH OUT l>JPPROVAL BY CITY ENGINEER. J . MAINTl>JN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER. GAS AND COM UNLESS OTHERWISE l>JPPROVED BY CITY ENGINEER. MAINTl>JN VERTICAL CLEARANCE OF 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTALL PRE-FABRICATEO HOPE SOR 9 BEND PER Pl>.N. S . MINIMUM BEND RADIUS FOR 20" /PS SOR 11 HOPE PIPE SHALL BE 45 FEET. 6 . SHEETING AND SHORING Pl>.N fOR INSERTION AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ' ENGINEERING REVIEW AND l>JPPROVAL 7. CONTRACTOR SHALL PREVENT THE EROSION OF MATERIAL EXCAVATEO DURING CONSTRUCTION AND BACKFILL FOSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR Of EXCAVATED MATERIAL mY MATERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER APPROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (/PS) DR 11 . 9 . CONTRACTOR TO Ml>JNTl>JN 1 O' WORKING DISTANCE FROM OVERHEAO POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UT!UTlES. 11. 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PROTECT/SUPPORT EXISTING UTILITY DURING CONSTRUcnON 6. REMOVE AND RESTORE CURB AND GlfTTER 7. REMOVE, SALVAGE, AND REINSTAU. SIGN OR EXISnNG STRUCTURE. 8. RELOCATE UTILITY TO EXTENTS SHOWN. 9. INSTAU. />JR RELEASE VAi.VE, SEE DET/>JL 1 SHEET 38. 10. SURFN:.E RESTORATION PER PLAN SEE DET/>JLS SHEET 39, GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILmES PRIOR TO EXC,,VATION. 2. Mi>JNT/>JN HORIZONTAi. CLEARANCE OF 1 O' FROM EXISllNG WATER Mi'JNS. Mi>JNT/>JN VERTICAi. CLEARANCE OF 18" BETWEEN EXISTING WATER WJN !E'S AND CROWN OF FORCEM/>JN. FORCEM/>JN SHAU. NOT CROSS lvJ(Nf_ WATER Mi'JNS WITHOUT APPR(NAI. BY CITY ENGINEER. 3. WJNT/>JN MINIMUM 5' HORIZONTAi. CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGI NEER. WJNT/>JN VERTICAL CLEARANCE o r 18" FROM POWER GAS AND COM AT CROSSINGS. 4. INSTAU. PRE-FABRIC,,TED HOPE SOR 9 BEND PER PlAN. 5. MINIMUM BEND RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHAU. BE 45 FEET. 6. SHEETING AND SHORING PLAN FOR INSERTlON ANO PUU. BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APf'R(]I/Ai.. 7. CONTRACTOR SHAU. PREVENT THE EROSION OF MATERIAL E)(C,,VATED DURING CONSTRucnoN ANO BACKFILL FOSTER WEU.S ROAD AND ST_.,TE ROUTE 395 TO REM/>JN CLEAR OF EXC,,VATED MATERIAL. m'f MATERIAL TRN:,KED ONTO ADJACENT ROAOW_.,Y W1U. BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER APPROPR,...TE l.tETHODS. 8. 20• HOPE IS IRON PIPE SIZE {IPS) DR 11. 9. CONTRACTOR TO WJNT/>JN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES. 10. C,,SCAOE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASO.DE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILmES. 11. AU PLUG VALVES TO BE DEZURIK F1, Cl, NBR, CR, 1404GO't.lGB -WRJL-N OR APPROVED EQUAi.. ACCESS RD. - KEY MAP 1·-200· EB z 10 20 40 Se<Jle In Feet 5 10 20 Seo le In Feet CALL BEFORE YOU D;G 811 --(IN,) ~1 W-. / 1/ / 1,_'l /i~ ii, ////~:;I'/ E& -...... ~I!!~ ¾,! 11255 Kirl<land wa,. Suite 300 I I VERIFY SCA LE I DATE I : .JOB NUMBER : ~>c OESIGNED_fil!..._ ,---.......,"'-K•~~~·-~~-~~0_3~ ___ --~ --·-I • iuo ic l'W~ ,u,.u , • • .. ---- ~. ,;iei DRAWN AMJ \ ~M;I: J ,. --·-·-· · ·· -----·· · I I o 1 • I I I owe IWIE:P19352.J'P7 f i i i!! CHECKED--N-'-A / ~ii"j"i;i;;;;;t;;;i j"pj;;:,j;;g·j's~;;:~y -~------.. _____.,,. ... ,~ . n j;!i;il J!L_ SYM REVISION D..,TE BY APP·1 ..,E,-9s.,,...eo.,,an, www.pOCffng rs.com l se.,,s ACCOROINCLY. I AS SHOWN I I ~HEEr ___ uf]/44 I .... L- ..... .... ..... 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FOSTER WEUS FORCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET 37. 2. FOSTER WEUS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. 3 . POTHDL£ llTlUTY CROSSING. 4. SAWCVT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5 . PROTECT/SUPPORT EXISTING llTlUTY DURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, AND RE INSTALi. SIGN OR EXISTING STRUCTURE. 8. RELOCATE llTlUTY TO EXTENTS SHOWN. 9. INSTALi. AIR RELEASE VALVE, SEE DETAIL 1 SHEET 38. 10. SURFACE RESTORATION PER P\AN SEE DETAILS SHEET 39. GENERAL NOTES I. CON1RACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL CLEARANCE OF 1 O' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE OF 15• BETWEEN EXISTING WATER MAIN IE'S AND CROWN OF FORCEMAIN. FORCEMAIN SHALi. NOT CROSS ABOVE WATER MAINS WITHO\IT l>PPR<NAL BY CfTY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE l>PPROVED BY CfTY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 15• FROM POWER GAS AND COM AT CROSSINGS. 4. INSTALi. PRE-FABRICATED HOPE SDR 9 BEND PER PLAN. 5 . MINIMUM BEND RADIUS FOR 20• IPS SOR 11 HOPE PIPE SHALi. BE 45 FEET. 6 . SHEETING AND SHORING P\AN FOR INSERTION AND PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND l>PPROVAL. 7 . CONTRACTOR SHALL PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION AND BACKFlLL. FOSTER WEUS ROAO AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATEO tMTERIAL. mY MATERIAL TRACKED ONTO ADJACENT ROAOWAY WILL BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER l>PPROPRIATE METHODS. 6. 20-HOPE IS IRON PIPE SIZE (IPS) DR 11. 9 . CONTRACTOR TO MAINTAIN 1 O' WORKING OISTANCE FROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILITIES. 11. All. PLLIG VALVES TO BE DEZURIK Fl , Cl, NBR, CR, 1404GO'MGB-WR3L-N OR APPROVED EOUAL. / / :t /-L__ KEY MAP 1--200· / / / / / / ,, f - '/ 1 €,z ffi z 10 20 40 Sco1 e In Feel CALL BEFORE 5 10 20 YOU 0¥, 811 Scale In Feet --(WI i~ f il~~ I I "2'1iJ CPicE 1125SK ir1dand Way,SU ~t300 VERIFYSCALE DATE I JOB NUMBER I .: ;; DESIGNED RN Kirkland WA 98033 BAR IS ONE INCH !:I~ DRAWN ~ ~ ~: .. 4.~_5:.~~-7:_2_0_1_4_1_'.:.~2.5.:8:.7.:5.~3 ~ ORIGINAL DRAWi~~-SC'U: 0 5/01/19 1 93 5 2 I CHECKED __filL_ -Civif S1ruc1ural l Plannin9 1Survey ~~~~ ~~ PLAN & PROFILE .!iii SYM ---REVISION DATE BY ,-pp·c .. ~-~ www.paeeengrs.com_ . ----SCALES ACCOROINGlY, AS SHOWN w 1-1 '-' ._ .... ...... .... I.., LoJ L., I.., '-' ;i -I • I i .. I 560- ,, I I / I / / / / / / / / I / / I / / / / / / I / / I / / / / ✓ / ✓ ✓ / ✓ ✓ ✓ / ✓ ✓ ✓ I ✓ ✓ / ✓ ✓ / / / \ / / / / / / / I / I / / I I I I I I I I ' I " I " I 1"-I " I I " cl~ I " " tJY" I " " I I " ,~~ I I " I ' I " " I I " " " " " --, " ~-= .s; --____,, " " " " \ " / ' ----' ------" / ,J\, ✓ / / " ,'-. " " " I '- " ' / " ..... -..,;✓/ ' ✓ / I ✓ I ✓ I ,,,,✓✓ / /✓, .,,,,,,, \ / ,,✓ \ / " ,,,,,, \ ,,"' " ,,,,,,..,,,. 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' ' FORCEMAIN -PLAN CONTRACTOR TO USE EXTREME CONTRACTOR TO USE EXTREME CAUTION CAUTION -560 -550 0 I -------';' ------',"'.',. /- OVERHEAD POWER OVERHEAD POWER 0 -----------------i ---------------~---------------------------------------------------------------------------------1; 0 0 ~ MIN D£l'1>t 4.5' 0 -540 --------------'-----------------------------~ ~ 20" HOPE ~ en en -530 w w z z ~ ~ ::i:: ::i:: 1520-~ ~ -520 < < :E :E I t,,,_ i -f; jl5oo- !~ ii fi pl I"-: ~ :~ ~~ ~~ ~~ "'"' ... ; i ~ :;; f;3 ~ "'"' "'"' 100+00 ,... "' ci ~ . "' 6~ ci ~ N ~ ~ ci ~~ --~ .-,::, ~~ --~ .., "' 8 ~ .., ., "'., 101+00 102+00 FORCEMAIN -PROFILE "' -"' .. ; ci ~ ., ., q s; ::.~ ~": -:o ~~ -o :;..: "'~ .... .., ::. ., ., t3 ~ ..,., -510 -500 ~~ ':~ ..,~ "1~ "1 ~ "':~ "':~ ":~ :; ...: ;; ;; :;; ;; :; :; .,::, :;; ;; "'"' "'"' "'., "'., "'"' 8 ~ ., .., "'"' 103+00 104+00 104+50 HORIZ. Q 0 VERT. (V KEYED NOTES 1. FOSTrR WEUS FORCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET 37. 2. FOSTER WEUS FORCEMAJN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. 3. POTHOLE UTIUTY CROSSING. 4. SAWCl/T, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5 . PROTECT/SUPPORT EXISTING UTIUTY CURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GlJTTER 7. REMOVE, SALVAGE, AND REINSTAU SIGN OR EXISTING STRUCTURE. 8 . RELOCATE l/TlUTY TO EXTENTS SHOWN. 9 . INSTALL AIR RELEASE VALVE, SEE OETAIL 1 SHEET 38. 10. SURFACE RESTORATION PER PlAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL CLEARANCE OF 1 O' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE OF 18" BawEEN EXISTING WATER MAIN IE'S AND CROWN OF FORCEMAIN. FORCEMAIN SHALL NOT CROSS AfJ(j,/f_ WATER MAINS WmiOUT APPRrNAL BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 18" FROl.4 POWER GAS ANO COM AT CROSSINGS. 4. INSTAU PRE-FABRICATED HOPE SOR 9 BEND PER PW;. 5. MINIMUM BEND RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 F"EET. 6. SHEETING AND SHORING PLAN FOR INSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL 7. CONTRACTOR SHALL PREVENT THE EROSION OF t.lATERIAL EXCAVATED DURING CONSTRUCTION AND BACKFILL FOSTER WEUS ROAD AND STATE ROVTE 395 TO REMAIN CLEAR OF EXCAVATED t.lATERIAL ANY t.lATERIAL TRACKED ONTO ADJACENT Rf»DWAY Will. BE REMOVED BY SWEEPING, SHOVEUNG OR OTHER APPROPRl,f\TE MEJliODS. 8 . 20" HOPE IS IRON PIPE SIZE (IPS) OR 11. 9 . CONTRACTOR TO MAINTAIN 1 O' WORK ING DISTANCE FROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSjNGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTIES. 11. AU PLUG VALVES TO BE OEZURIK F1 , Cl , NBR, CR, 1404GO'MGB-WR3L-N OR APPROVED EOUAL / ,11 ~ KEY MAP 1·-200· " "-' " " " " " " " " " 4 EB .!Q.__1Q_ 4.0 Scote In Feet 5 10 20 Sca le In Feet CALL BEFORE YOU DIG 811 --(WI i~ t1; (Pice 11255Kirtland Way,Suite300 VERIFYSCALE DATE I. JOB NUMBER I 5':,~;; DESIGNED___fil!_ Kir1<1Md,WA98033 BAR IS ONE INCH 0S/01 /1 g O 10 20 40 19352 -=~ PACE p. 425.827.2014 I I. 425.827.5043 ON ORIGINAL ORAW1NG. HORIZ. i ·>ill1! DRAWN ~ O 1· ~N •~ Scole In Feet 'Ii:! -.-............... IF NOT ONE INCH ON -j CHECKED RN CivijS!NcturallPIMningjSutvey ms SHEET, ADJUST PLAN & PROFILE i:'~i~ ---SYM REVISION DATE BY APP'C _.,,~,s--eon,...,, www.paceengrs.com SCALES ACCORDINGLY. AS SHOWN QS/O,/r, L.• L. ...... 1.- l-, "-' 1,.j '-' w '-' ~ '-' CITY OF PASCO ( Tl 11309-0085 ) I '' I --I -I / I / I / - I / -/I ___ 1 ,-- ,, ----I / --I .,,----- I I / , I / // I I __ _ / I I __ ,,"" I II ,,,,,, I / ------ / / / / / I I / / CITY OF PASCC ( Tl 11309-0085 // / I'/ II /-.... __ i~--===---=::_-_c:;:===:-===---~,~~=~~=~i ~=~=~=~~~;~~~~~~~~~~2~~~~~~~~~=:-~-:---=--tt~~~~~t;~c~~~~~;~: i llJl---------•FM•---------• FM FM FM _ !.Ill•---------• c£l,!_ __ __ _ _!M FM • V, W __ _ FM FM----------FM _ _FM FM -CE DL-W ~~------~-------------------------------------7::::;~~~~~~~-= ~ z I I _, I CP I .... / ' z -..J I II ,,,.,, / lf59-32 . .l4 R/C / ', -..J I I / N•J"i63.98 \ "': :C ✓~=---.... ,1 I / [•2001866.78 / ---X 0 ,,,,,,-~,'..._ / / / CD / (L£V•5•56J / _____ u ,,,~,'-\l I I / ~ / ,,,,--~ ',','-.._.,,)_, I ✓--,,__ <.--<. -/ _,,,.,, ... ~~--=-===~_:_sh~~-;~_,.-~-=-,:~-\~-----___ " ______ -::,~ ~==.-.-_-_-,~-==~:--~:: -_ -_-:-.=-:-:_~:;:-~;=:~:::.=~.:.>_..;-,r~--=~~--_: ,.,_ ~ " \, ----I ---,. __ ...,.. ____ ,. -------.. -------,. -------n. , ... -"" c:_ " ___ > --- " 105-+-00 -, --106+-00 ------ I \. 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FOSTER WEUS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. 3. POTHOlE UllUTY CROSSING. 4. SAWCVT, REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5. PROTECT/SUPPORT EXISTING UllUTY DURING CONSTRUCTION 6. REMOVE AND RESTORE CVRB AND Gl!TTER 7. REMOVE. SM.VACE. AND REINSTAU SIGN OR EXISTING STRUCTURE. 8. RELOCATE l/TlUTY TO EXTENTS SHOWN. 9 . INSTAU AIR REIDSE VALVE, SEE DETAIL 1 SHEET 38. 1 O. SVRf-'CE RESTORATIOH PER FUN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UllUTIES PRIOR TO EXCAVATIOH. 2. MAINTAIN HORIZOHTAL Cl.£ARANCE OF 1 O' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL ct.£ARANCE OF' 18" BETWEEN EXISTING WATER MAIN IE'S AND CROWN OF FORCEMAJN. FORCEMAJN SHAU NOT CROSS "8<Nf. WATER MAINS WITHOUT N'PR<:NAL BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZOHTAL CLEARANCE FROM POWER, GAS AND COM VNL£SS OTHERWISE N'PROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF' 18 " FROM POWER GAS AND COM AT CROSSINGS. 4 . INSTAU PRE-FABRICATED HOPE SOR 9 BEND PER FUN. 5. MINIMUM BEND RADIUS FOR 20 " IPS SOR 11 HOPE PIPE SHALi. BE 45 FEET. 6. SHEETING AND SHORING FUN FOR INSERTlON ANO PUll e.ocK PITS TO BE PROVIOED BY CONTRACTOR FOR ENGINEERING REVIEW AND "1'PR<JVAI.. 7. CONTRACTOR SHALi. PREVENT THE EROSION OF' MATERIAL EXCAVATED DURING CONSTRVCTION AND BACKFllL FOSTER WEl.lS ROAD AN O STATE ROVIE 395 TO REMAIN Cl.EAR OF' EXCAVATED MATERIAi.. ~ MATERIAL TRACKED OHTO ADJACENT RON:JWAY WIU. BE REMOIIED BY SWEEPING, SHOVELING OR OTHER APPROPRIATE METMODS. 8 . 20" HOPE IS IRON PIPE SIZE (IPS) DR 11. 9 . CONTRACTOR 10 MAINTAIN 1 o• WORKING DISTANCE FROM OYERHEAll POWER UN£S. 10. CASCADE NATI/RAI. GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR 10 NOTIFY CASCADE NATI/RA!. GAS 72 HOURS PRIOR TO WORK NEAR GAS UllUTIES. 11. AU PUJG VALVE'S TO BE DEZVRIK fl, Cl , NBR, CR, 1404GO'MGB-WR3l-N OR APPROVED EOUM.. " " . " " " " " KEY MAP 1·-200· .. -, I l I I l l I I I I I I I I I © E9 10 20 40 Scale In Feet 5 10 20 Scale In Feet PLAN & PROFILE CALL BEFORE YO U ~ 81 1 --(WI QS/0,/1, JOB NUMBER 1 9352 ._, .. , ._. .... ..... -' ._, '-' ..., .... ..,J ! _j ,,,,-\ \ / I f ', I / I I ; I ,,. \ l Fl/TUREIPS , 11 1 1 1 , ,,.,,,, \.. ~----------'-, \ UfG,RADES ',_ JI I / / ,: ,,..,,, ', ~---------~ \ I ........ 11 I I I It / I I \ I ' 'I I I I ! ,,,,,,,/ 'b '1 f ', ',, / 1 / I I ,, ,,,,,,. < I-+----, J I ', ' I I I t f ,,. ' I I ' ', I \ \ l \ /\ ,,,."" ', \ I / ', ', / I l I \ I \ ,,,.-', \ I f ', ', I \ I \ I\ .,,..,,,.✓ ', I ', .......... ', ---\ I I I I I ,,,,.,. \ \ I ', ', ,___ l J \ I I ,,, \ I ' ' I \ / \ ,,..,,,. \ ) J ', ', l I I ' I I I \ I , , l \ I : CITY OF PASCO \ I •, ',, ', ', I : : / ',, : ,--,,,--~=~~--'----1--------IP.,,..-' '~~ ',, ',, \ I i ! 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' --, ............ ----------.:• -------•• -------r.,. , N -------,--------"' _______ !,_ -------•• -------•• -------f'lll ::>":::::s -£.Ii. / .> ,;;;::---,.Cl --------,_________ ,, __ , l,, ------:, __ .:.::.~:--:.-:.t ~;:.::-~. )9:'-0() 110:K)O ____ _ -------·----- --------------. -----:-----:-----~-----------~-- .... rl=--~=-.:_-:----=-=::~~~ ~ 0 ~-0£P'nt ·4$ w z ::i J: TRANSITION 20." HOPE DEPTH TO Cl.EAR PWRF FM-MIN 24" Cl.EARANCE -, 111+-00 ',, 112+-00 -------------r,~---•..::-::s:-< . . ----------_.. l J -~ FORCEMAIN -PLAN 20" HOP~ FM CROSSINGS . DEPTH TO BE CONFIRMED DURING CONSTRUCTION -----·---------- ---------- 0 in + -560 -550 M -540 .... .... ~ 0 -530 w z ::i 1520-() ~ J: 0 -520 :ii: .,, .. .... ~5! . .., •l .,,;;; ~~ ~~ .... ;::: ~~ "'• N ' ~~ NN NN • N NN ..... ... ~~ .,,-:, ~~ ... .. 8fi! "'., "'., fB e "'., N ~~ ., ., Ne,; ...... ~~ "'., 109+00 116+00 ;;;~ ~~ ~~ ..,g ~~ ..,.., ., -:, ~ti) ~~ i~ ... : 8fi! "'~ "'., 111+00 FORCEMAIN -PROFILE ~~ ~~ .~ -:~ ~i "'., ;;;~ 8~ "'., 1 12+0 0 "ll: ,...:,..: ..... "'., q ~ ~~ "'., "li ~~ 8e 1 1 3 +00 11255 Kir1dand Way, Suite 300 VERIFY SCALE Kirtland , WA 98033 BAA IS CHE INCH i -510 -500 .,, " --:8 ~~ ,N ~~ ~~ ~~ S e 1 1 3+50 DATE 0 HORIZ. 0 VERT. N (!)KEYED NOTES 1. FOSTER WEUS FORCEMAIN TRENCH lYPE 1 SEE DETAIL 1 SHEET J7, 2. FOSTER WEUS FORCEMAIN TRENCH lYPE 2 SEE DETAIL 2 SHEET J7. J . POTHO!.f UTIUTY CROSSING. 4. SAWCUT, REMOVE ANO RESTORE EXISTING P,l,VEMENT. SEE DETAILS SHEET J9. 5. PROTECT/SUPPORT EXISTING UTIUTY DURI NG CONSTRUCTION 6. REMOVE ANO RESTORE CURB ANO GUTTER 7. REMOVE, SALVAGE. AND REINSTfil SIGN OR EXISTING STRUCTURE. 6. REL()C,l,TE UTIUTY TO EXTENTS SHOWN. 9 . INSTfil AIR REI.EASE V-'l.VE, SEE DETAIL 1 SHEET 38. 1 0. SURF...CE RESTORIITION PER PLAN SEE DETAILS SHEET J9. GENERAL NOTES 1. CONTRACTOR TO POTHO!.f EXISTING UTILITIES PRIOR TO EXCAV,l,TION, 2. MAINTAIN HORIZONT-'l. CLEARANCE OF 10' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING W,l,TER MAIN IE'S ANO CROWN OF FORCEMAIN. FORCEMAIN SHAU NOT CROSS ABOVE WATER MAINS WITHOUT N'PROV-'l. SY CllY ENGINEER. J . MAINTAIN MINIMUM 5' HORIZONT-'l. CLEARANCE FROM POWER, G,l,S AND COM UNLESS OTHERWISE N'PR<M:D SY CllY ENGINEER. MAINTAIN VERTICAL CL.EAAANCE OF 18" FROM POWER G,l,S AND COM ,l,T CROSSINGS. 4 . INSTfil PRE-FABRICATED HOPE SOR 9 BEND PER PlAN. 5. MINIMUM BEND AAOIUS FOR 20" /PS SOR 11 HOPE PIPE SHAU BE 45 FEET. 6. SHEETING ,l,NO SHORING PLAN FOR INSERTION AND PUU. BACK PITS TO BE PROVIDED SY CONTR,l,CTOR FOR ENGINEER1NG REVIEW AND N'PROVAI.. 7. CONTRACTOR SHAU PREVENT THE EROSION OF MATERl-'l. EXCAV,l,TEO DURING CONSTRUCTION AND IIACKFILL FOSTER WEliS ROAD ,l,NO ST,l,lE ROUTE J95 TO REMAIN Cl.EAR OF EXCAV,l,TEO W.TERIAI.. Nff MATERl-'l. TRACKED ONTO ,l,O.JACENT RONJWAY WlU BE REMOVED SY SWEEPING, SHOVELING OR OTHER N'PROPRV.TE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (IPS) DR 11. 9. COIITRACTOft TO MAINTAIN 1 O' WORKING DISTANCE FROM OVERHE'AO POWER UNES • 10. CASCADE NIITUAAL G,l,S TO BE ON SITE DURING WORK NEAR CROSSINGS. COHTRAC'TOR TO NOTIFY CASCADE W.TURM. G,l,S 72 HOURS PRIOR TO WORK NEAR G,l,S UTILITIES. 11 , fil PLUG V-'l.VES TO BE DEZURIK F1, Cl, NBR, CR, T 404GO•MGB-WRJL-N OR N'PRO\IED EQUAi.. I' ii ,, 11 'I 'I '1 1i ~l__2_9 -=--=-==---:;:::;:::-- I I I I I I ! I KEY MAP Eb 1·-200· EB 10 20 40 Seal e In Feet CALL BEFORE 5 10 20 YOU DIG 811 Scale In Feel ---~ QS/0,/l'l JOB NUMBER 19352 ~~ OAAWN ,l,MJ r PACE) p.425.827.2014,,.425.827.5043 o:: ORIGINAL DAA~~· os,01,19 iili CHECKED -8!L :::~~==============::::::=============t::::j=::1::::: '-lliiiil'JIII ~ c/.;;i'j's~;:;,'j'j,j;'~'j's;;;·~y ~l~o~H~ '.::t~~N SCALE PLAN & PROFILE i:!ll8 SYM REVISION DATE SY N'P An~-c«,,pw,y www.paceengrs.com SCALES · ROINGLY. AS SHOWN SHEET __ 2_8_v, 44 L • I...J '-' '-' L.. '-' '-' ..... 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JJ \ 1111111, I\ "fl-"''""'' •id )111il111 ) I d~lt' S'250.•• I 1111111111 y .f• 0025~1 96 ' 1111 II /I J I / 'El.EV.•SS6 ;, ', 111111111: / I , l1111~1.:~ CO .... , ( I f 1 \ '\\~\i\~~ ~===========================1~=========:::-:::c::,:::-:::'=":::-:::'=":::-:::'=":::-:::'='=='='=='='===c===c===c===c==?cc="=cc="=cc======='="=='='=' c:, N ,'>::~/ ' _____________ :~~~=±=±=:=~:=='c~~~c'.'~~:i:~~~~;c=-~~~~~~~~i~~:~~~~i:i:~:~~~:;~~~;;~:;~~~~~~~~~~~~~~ i --w w "' ' w z .J l: u I- ~ ~I ' ----FM ' FM FM -----------FM -----------FM -----------FM -V, ------------' . 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POTHOLE VTIUlY CROSSING. 4. SAWCUT, REM OVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5 . PROTECT/SUPPORT EXISTING UTIU!Y DURING CONSTRUCTION 6. REMOVE AN D RESTORE CURB AN D GUTTER 7. REMOVE. SALVAGE, AND REINSTALL SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTIU!Y TO EXTENTS SHOWN. 9. INSTALL AIR RELEASE VALVE, SEE DETAIL 1 SHEET 38. I 0. SURFACE RESTORATION PER Pl.AN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTIUTIES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL CLEARANCE Of" 1 O' FROM EXISTING WATER MAINS. MAI NTAIN VERTICAL CLEARANCE OF 18" BE1WEEN EXISTING WATER MAI N IE'S AND CROWN OF FORCEMAIN. FORCEMAIN SHALL NOT CROSS ABOVE WATER MAINS WrrH OUT lv'PR<J,/AL BY CITY ENGINEER. 3 . MAI NTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE lv'PROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 18" FROl.4 POWER GAS AND COi.i AT CROSSINGS. 4. INSTALL PRE-FABRICATED HOPE SOR 9 BENO PER Pl.AN . 5. MINII.IUM BEND RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 FEET. 6. SHEETING AND SHORING Pl.AN FOR INSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING RE\/IEW AN O APPROVAL 7. CONTRACTOR SHALL PRE.VENT THE EROSION Of" MATERIAL EXCAVATED DURING CONSTRUCTION ANO BACKFlLL FOSTtR WEllS RO..O AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATED MATERIAL-,Ni MATERIAL TRACKED ONTO ADJACENT RONJWAY Will BE REMOVED BY SWEEPING, SHOVfl.JNG OR OTHER lv'PROPRIATE METHODS. 8 . 20 " HOPE IS IRON PIPE SIZE (IPS) DR 11. 9 . CONTRACTOR TO MAINTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES. 10. C>.SCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTIUTIES. 11. All PLUG VALVES TO BE DEZURIK F1 , Cl , NBR, CR, l404GO•MGB-WRJL -N OR lv'PROVED EQUAL I I I I I I I I I I ?Q -'ln '. -· I I I I I I I I KEY MAP 1·-200· © EB 10 20 40 Scole In Feet 5 10 20 Seo le In Fee t PLAN & PROFILE CA LL BEFORE YOUm<, 811 _...,..(\e,,j JOB NUMBER 19352 OWG 1W,1E:P19352..PP9 SHEET __ 2_9_o L I,_. L., ,_ &,;..J ..., w ~ L.J w ..J ~ill f OF PASCO : 11 ~09-0085 ) IE 12~ 01 CAPPED W / VAL VE' WELL H'l'RANT CUlV•556 5 :1111:::1 l_ ~ 1 I /i/;;1'1 111 ~ut;.~~, 111 llll ~ 11111 1111 1"11111I I &: \ 11"1"11 111111!1 I 0: o 1'1111'1u 11111111 I ;, :g \i!: 111111111·• 1111111 1 ..,. < ~ 1'1111 11 11/111111 I ~ \', \3 11•11,'1 ,1111111 I ... 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' ----- ,~ F'RESH W.O.T£R llNE ---• -.,...---- FORCEMAIN • PLAN 570----------------;---------;------------------=;:~:;--;-;;:;-;:;~~-~~-CROSSlM·:.====,--------------------------1 r WATER LINE CROSSING DEPTH TO BE CONFIRMED DEPTH TO BE CONFIRMED DURING CONSTRUCTION -570 DURING CONSTRUCTION 560- 0 ---------------------------------------------- 550-~ I IM .. 0£PTH •.•• r .... ~ 540-rn w z :J J: 530-(.) ~ :::!!: 520- 510--., ~; "' :g 8 ~ 1 18+00 ~ ~ --: ;! -::! -:~ N ~ ~~ ~ <O ~~ C.O CD ., "' "':g "'"' "':g "'"' 8 &? 119+00 "' "'-N~ (0 t,O <O CD "'"' :g :g "'"' N -:- ~~ ID fD ., ., ., "' N U) ID -; <I') <O "'"' "' s ~ 20" HOPE N "'"' (0 (0 ~:8 120+00 NN (0 co "'"' "'"' FORCEMAIN -PROFILE POWER CROSSINGS DEPTH TO SE CONFIRMED DURI NG CONSTRUCTION STOR!.l S~[R .CROSSll>IG DEPTH TO BE CONFIRMED __ DURING CONSTRUCTION ______ _:_ __ _ -560 ,~\~\ rr 1 0 II) tr -550 N FM CROSSING ----~ DEPTH TO BE CONFIRMED DURING CONSTRUCTION ~~ ..,;;; .-,;;; <D (0 (D co ., "' ~~ "'"' ., "' "'"' "" ....... 121+00 WW CROSS/NG DEPTH TO BE CONFIRMED DUR/NG CONSTRUCTION ·WW CROSSING DEPTH TO BE CONFIRMED DURING CONSTRUCTION "'?~ ;:J ~ .. :;: "'.,; ID U> ., "' ~~ "'"' ., "' "'"' "':~ "'"' "'"' "'"' ""! ~ -:~ :g <O <I') :g ~~ ~ &? 122+00 ... "'O> ltl lt) "'"' "'"' .... ~ II) -540 w z :J :t: (.) -530 ~ :!E ~~ ~~ ~~ -520 -510 122+50 ~=ro__:_l J _,_ I ~rr I~ u AA Engineemg Services Conl)any 11255 Kirkland Way, SUrte 300 Krkland , WA 98033 p, 425.827.2014 JI. 425.827.5043 ············"""'"""""''''''''''••············· Civi l I Slruclura l I Planning J Survey www. paceen_2rs.com DATE VERIFY SCAL E BAA 1S ON E INCH 0~ ORIGINAi. ORAW/~~-1 05/01/19 I IF NOT ONE /NCH ON SCALE THIS SHEET, AllJUST SCA/.£5 ACCOROlNGLY. AS SHOWN 0 HORlZ. VERT. o_ (l) KEYED NOTES 1. rosrrR WELI.S rDRCEMAIN TRENCH lYPE 1 SEE OETAIL SHEET 37. 2. rosTER WELIS FORCEMAIN TRENCH lYPE 2 SEE OETAIL 2 SHEET 37. 3. POTHOLE UTILITY CROSSIN G. 4. SAWCllT. REMOVE AND RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5 . PROTECT/SUPPORT EXISTING UTILITY DURING CONSTRUCTION 6. REMOVE AND RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, AN D REINSTAU. SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTILITY TO EXTENTS SHOWN. 9. INSTALi. AIR RELEASE VAi.VE, SEE DETAIL 1 SHEET 38. 10. SURrACE RESTORATION PER PLAN SEE DETAILS SHEET 39. GENERAL NOTES 1 . CONTRACTOR TO POTHOLE EXISTING UTILJTlES PRIOR TO EXCAVATION . 2. MAINTAIN HORIZONTAi. CLEARANCE OF 10' f'ROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING WATER MAIN . !E'S AND CROWN OF FORCEMA/N. roRCEMAIN SHALL NOT CROSS ABOVE WATER MAINS WITHOllT APPROVAi. BY CrTY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAi. CLEARANCE f'ROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CrTY ENGINEER. MAINTAIN VERTICAL CLEARANCE or 18 " f'ROt.4 POWER GAS ANO COM AT CROSSINGS. 4. INSTAU. PRE-rABRlCATED HOPE SOR 9 BEND PER PLAN. 5. MINIMUM BEND RAO/US rDR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 FEET. 6. SHEETING AND SHORING PLAN rDR I NSERTION ANO PULL BACK PITS TO BE PROVIDED BY CONTRACTOR rDR ENGINEERING REVIEW AND APPROVAL 7. CONTRACTOR SHALL PREVENT THE EROSION OF MATERlAI. EXCAVATED DURING CONSTRUCTION ANO BACKFILL rDSTER WELLS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATED MATERlAI.. Alff MATERlAI. TRACKEO ONTO ADJACENT ROl>DWAY WILL BE RE!.lOVED BY SWEEPING, SHOVEUNG OR OTHER APPROPRt>.TE t.4ETHOOS. 8. 20" HDPE IS IRON PIPE SIZE (IPS) DR 11 . 9. CONTRACTOR TO MAINTAIN 1 O' WORKING DISTANCE f'ROM OVERHEAll POWER LINES. 10. CASCADE NATU RA/. GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILITlES. 11. ALL PLUG VA/.VES TO BE DEZURlK n, Cl , NBR, CR, 1404GO'MGB-WR3L-N OR APPROVED EQUAL ' -..., I I I I 'I 30 31 ~ '1 -I - I KEY MAP 1·-200· I I ~ EB IQ__ 20 40 Scal e In Feet 5 10 20 Sc ale In Feet PLAN & P R O FI LE CAL L BEFORE YOU ~ 811 --('-"'I JOB NUMBER 1 9352 SHEET 30 ._, .. , ._, .... '-' ._, ..... I,,,, ..... .... L.I i...l ~ i ' 11570- ! 560- __________. 7JBOAT Tl£-UP BlOC1( 7 0 ~ r BOAT TIE UP / / CONC PAO W ("') _ _ _ B!.OCK (7'1"P) \ HOSE RACK (TYP) \ \ -- =/ -.£: =1 -}---~ -_:====--~=•:i(::~ 1£ 2 4" 01 CVLV•556.J :1 ~ •y.;~ j , ~ --~:-rM -----=,----,,.=:ir1o,--~---------S~:-r--~----~~--~;,-;------z;7 d ft_ ~ e wr F w --'-"'-~ ~ -------- ~"~-~,~g~-0•,.~,.~i~ ~ .52 =lQ..= ~ :JQ....-=~ ~ CH>() ·1 /1 I I I I PRODUCTION WEU. rt ~i;,..c•SNC JS' O'f' / ~ rj; ~ 1 . / 4.5" MINIMUM BURIAL DEPTH , ._J APPLIES TO All FORCEMAINS 'i, IN THIS CONTRACT. ·F ----.. -_ -F -----1 · """ ..,.,,, ----_____ ,. ___ _ ---, ~---""I -,,---""• ,_-'?-----..,_ ___ ~----,-. --°"' 5e-"'I I ""-I ¢ • ..,. ,, ~-W'Ell WATER i .., --w-: _______ "' __________ ..,,--.., _.,> 111 _______ /II 11 FROM C!RCl£ 7w--------ih -,, _____ _ -...._'-... MONITOR ING 'NELL ,., ', _/ 12" CASINC J.5' HIGH~// ------------,&,-, ~-,..~-«or>< ', • ----_ -'"•()() 7'CHNLNi<F'NC O o o o O ;P --J. I ;,, ------------12000 --------1'r o o • o ~-:;:i:: / --12J+()() ~- l'ROCESS WA ?'ER [~T~'i..c >AC!LliY F'RO'-' C,RC!.( 7 J FORCEMAIN • PLAN WASTEWATER LINE CROSSI NG DEPTH TO BE CONflRMEO DURING CONSTRUCTION 1--------------------------------------------- [ MIN DEPTH 4.5' WATERLINE CROSSING DEPTH TO BE CONFIRMED DURING CONSTRUCTION ---- 0 0 -570 -560 -550 ~ f--~----------------~-------------. • · · l n., ::::: ... ' -------------c---1; ------c. . . . -~ I I . " -><o :::::::==:=====-~ O> "' '": :8 :g ~ ~~ "'~ :g II) ":8 ":~ "' :g ~~ ui Ii') "' :g iri ,n ~~ "'., "'., t3 ~ "'., s f£ "'"' O> .., "'.; ~~ ' O> ~~ ~~ ~..ri :g I() "'"' ~~ .-,:g ~~ :g~ "'"' t3 &? O> - 0 g: ~ ~ . "' <O IO ~~ "'., :g ~ "'., ~ &? ~~ ~~ N "'., IO IO "'., "'., "' <O"' IO I/) "'"' "'., ~~ :g~ O> ... ci O? --~ 6~ :ll ~ g g ...,g s &? "'"' "'"' ,,, '<t;"'; ~~ It?~ ;;;;;; "'"' :J J: 0 ~ ::!: ~~ in ~ "'"' s Ee -530 -520 -510 122+50 123+00 12 4 +00 125+00 126+00 127 +00 VERIFY SCALE DATE DESIGNED ____filL_ -=~ 1oRAWN ~ 11255 KirldandWay , Suijo 300 K,kland , WA 98033 p. 425.827.2014 I 1. 425.827.5043 BAR IS ONE INCH ON ORIGINAi. DRAWING, 05/01/19 0 1· t-,--------t ---(HECKED ____filL_ (1Yiii R~SIQt,I DATE _f!'I !APP ...................................................... Civil I Structural I Planning I Survey www. paceengrs.com IF NOT ONE INCH ON SCALE THIS SHEET, ADJUST SCALES ACCORDINGLY, A S S HOWN 0 HORIZ. 0 VERT . - (!)KEYED NOTES 1. FOSTER WELLS FORCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET 37. 2 . FOSTER WELLS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37, 3. POTHOLE UTIUTY CROSSING. 4. SAWCl/T, RE MOVE AND RESTORE EXISTING PAVEMEtiT. SEE DETAILS SHEET 39. 5. PROTECT/SU PPORT EXISTING l/TIUTY DURING CONSTRUCTION 6 . REMOVE ANO RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, ANO REINSTALL SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTIUTY TO EXTENTS SHOWN. 9 . INSTALL AIR RELEASE VALVE, SEE DETAIL 1 SHEET 38. I 0 . SURFACE RESTORATION PER PLAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVATION, 2. MAltiTAIN HORIZONTAL CLEARANCE Of 1 O' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE Of 18" BETWEEN EXISTING WATER MAIN IE'S AND CROWN OF fORCEMAIN. FORCEMAIN SHALL NOT CROSS ABOVE WATER MAINS WITHOl/T APPROVAL BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS AND COM UNLESS OTHERWISE APPROVED BY CITY ENGI NEER. MAINTAIN VERTICAL CLEARANCE Of 18" FROM POWER GAS ANO COM AT CROSSINGS. 4. INSTALL PRE-FABRICATED HOPE SOR 9 BEND PER PLAN. 5 . MINIMUM BENO RADIUS FOR 20" IPS SOR 11 HOPE PIPE SHALL BE 45 FEET. 6. SHEETING AND SHORING PLAN FOR INSERTION AN D PULL BACK PfTS TO BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW AND APPROVAL 7, CONTRACTOR SHALL PREVENT THE EROSION Of MATERIAL EXCAVATED DURING CONSTRUCTION AND BACKFILL FOSTER WELLS ROAD AND STATE ROlJTE 395 TO REMAIN CLEAR Of EXCAVATED MATERIAL. mY MATERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPING, SHOVELING OR OTHER APPROPRIATE METHODS. 8. 20• HOPE IS IRON PIPE SIZE (IPS) DR 11. 9. CONTRACTOR TO MAINTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES • I 0, CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS, CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILITIES. 11. All PLUG VALVES TO BE DEZURIK fl, Cl, NBR, CR, 1404GO•MGB-WR3L-N OR APPROVE D EQUAL r-- I °' 32 I ' ' 31 KEY MAP © 1·=200· E9 10 20 40 Scal e In Feet 5 10 20 Scole In Feet PLAN & PROFILE CALL BEFORE YOU~ 811 --(US\) ~/01/1'1 JOB NUMBER 19352 SHEET 31 ;._. ... '-' '-' '-' ..... L.-, \..I i..., ~ ..... ~ ..., ....i i o , i l1 ; l i i f; i 'f" ij Pt MATCHLINE -SEE SHEET 31 \ I I I I t 1 l 1 _i--l----1. • I If Ii t/1 //I I I i I ,r, I I\ t :r \ ,✓ r, /t __ , I I l I 0 I 0 I 0 I 0 I 0 \ I 570- 560- \ \ \ 0 0 + I I! ! :1 550-:::; MIN 0£PTH ,4.5• I itt9 ll j11l1 1:l I 1 , i1::::1::: ., 1\111 I I I \ I \1:111:11 • l \ 11 I !I 11 I I 1 11\1:111:111 I \ ti 111 I I \ , 111i:111:1: f r 11111 I l?'i ) \1\,,\,1\ ~ \,,;;~''.,'\ I """'',\ f#fH \1,11,,,,~ FOSTER WELLS CONNECTION TO \"\~ 1 1' SCREENING BUILDING, SEE ❖~,'f SHEET 4 1 FOR DETAILS \'!_,'~\~\ (INCLUDED IN BASE BID ,: ' \~❖t~, SCHEDULE A, BID ITEM A-22) .;,:=;=:'~-% -~ -:~\~~ii~~~~~~~""''"'~~;.~W~~-~~~1Y~-,-,,-,-,_e-;;~-~:~"-"="="¥~;~=?0~ ,// ~~•• -.:::--:::..==.=-::...=:.=:.=:.=-.\---:-:_-:.-:.-:.-:. __ _,,":' ,.,,..,.,,..,,,~ / --~ • 731\"I~ "" ~~ <;:; QNVS) £t·9,;,;,r•Htj HT -'~ ...___./4.::_:,,)..._ ___ -::-::-::-::==~=2~;=:~~~=~;~'.::===:r,~ 29+as ,,---11 ------7 ::-." ------r ---.. / • ~ --✓ II /.. ~-~ ~ ~,, _::____ ---11 1 ,--rr--11-·11 I I I 11 -11 ----~-1( ---:)NO:'.> :) - _ ..... \ t'\41.i.J ,....,J o .,:;,vrl ;Z,~ 1 ---'-'-]"'""" -~~ -"~~::.~---~- >l~'i'l t:11UIM'f1:l M 4.5' MINIMUM BURIAL DEPTH APPLIES TO All FORCEMAINS IN THIS CONTRACT. ----______ .,.,. 1)1\Yl:f-> 006-'J .9 END ADDITIVE SCHEOULE B COLUMBIA EAST FORCEMAIN IMPROVEMENTS STA: 129+36.67 ✓✓ ///,,,, 1 r---- ,-- ---------..... - ' ✓ ' '-,.( \ ---:-;11~:~'-) \ :,:: \,....-.,-=--~~:-~) o·o 7?""////;:::: ;;; ~ ON\071n8 SN33~:lS ONOO ~ j-1" #L'~ # & # &<0 ._ __ )~H'1Sf'I01:)N3 l --- dfind /OVd ::>No:,- 11 i'I! \ I ' ,/ ( ~ \ t l 1 I I "1/////////)////////////~ '~lij!Ullilf I I I I I I I J ------✓ /✓ (dA ___ .,,,,,, 1.tfO, \_ dA.l (d lffil QN'1S) xoe :>NO:> I M--- ✓----I \. I "' //// I I 1,11,1 1/ 031-iS ~ ......... , 1---,, / 1 1 ,' I 'A \ -------•-• ,Yi :)lid .-z ........_ ---_ t_; I ( I I ,-l'//l'//////////////////1/:\'\ \ __ j JI \ \ I \ \ \~~=---=--=--=-=-~?.:::.:~;---) / ...... , FORCEMAIN -PLAN SEE SHEET 41 FOR CONNECTION TO SCREENING BUILDING _,,.,-9 ;,;s•A1n:, '-"' :)Ad .'a 31 ...... -570 -560 -550 ~, ~ ---::::::::: 20" HOPE 540-en w z ::i J: 530-0 ~ 520- 510- :i: U: ~ u=i::; "' "' £~ 127+00 ':~ ~;; "'"' <D \I'? '9'. z;:; W1 "'"' ... .., .., -,i ... "'"' "'"' ~q ~~ " <.> w .._ 128+00 "'°' (0 (0 "'"' "'"' ~~ ~~ <D -o I.O il) "'"' "'"' _ ... u:i ~ "' <D "'"' "' 8 tr 129+00 FORCEMAIN -PROFILE a, -o ID ui "'"' .,.,.,, <D ""' ID CD "'"' "'"' -:!l CJ) (0 "'"' "'"' @ f2 130+00 -540 -530 -520 -510 8 e 130+50 0 HORIZ. (!)KEYED NOTES 1. FOSTER WELLS FORCEMAIN TRENCH TYPE 1 SEE DETAIL 1 SHEET 37. 2. FOSTER WELLS FORCEMAIN TRENCH TYPE 2 SEE DETAIL 2 SHEET 37. 3. POTI-IOLE UTIUlY CROSS ING. 4 . SAWClfT, REMOVE ANO RESTORE EXISTING PAVEMENT. SEE DETAILS SHEET 39. 5. PROTECT/SUPPORT EXISTING UTIUlY DURI NG CONSTRUCTION 6. REMOVE ANO RESTORE CURB AND GUTTER 7. REMOVE, SALVAGE, ANO REINSTALL SIGN OR EXISTING STRUCTURE. 8. RELOCATE UTIUlY TO EXTENTS SHOWN. 9. INSTALL AIR RELEASE VALVE, SEE DETAIL 1 SHEET 38. 1 O. SURFACE RESTORATION PER PLAN SEE DETAILS SHEET 39. GENERAL NOTES 1. CONTRACTOR TO POTI-IOLE EXISTING UTIUTI ES PRIOR TO EXCAVATION. 2. MAINTAIN HORIZONTAL CLEARANCE OF 1 O' FROM EXISTING WATER MAINS. MAINTAIN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING WATER MAIN !E'S AND CROWN OF FORCEMAJN. FORCEMAIN SHALL NOT CROSS ABOVE WATER MAINS WITHOlJT APPROVAL BY CITY ENGINEER. 3. MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS ANO COM UNLESS OTHERWISE APPROVED BY CITY ENGINEER. MAINTAIN VERTICAL CLEARANCE OF 18" FROM POWER CAS AND COM AT CROSSINGS. 4 . INSTALL PRE-FABRICATED HOPE SOR 9 BENO PER PLAN. 5. MI NIMUM BENO RADIUS FOR 20" !PS SOR 11 HOPE PIPE SHALL BE 45 FEET. 6. SHEETING ANO SHORING PLAN FOR INSERTION ANO PULL BACK PITS TD BE PROVIDED BY CONTRACTOR FOR ENGINEERING REVIEW ANO APPROVJJ.... 7. CONTRACTOR SHALL PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRUCTION AN D BACKFILL FOSTER WEUS ROAD AND STATE ROUTE 395 TO REMAIN CLEAR OF EXCAVATEO MATERIAL f,J/Y MATERIAL TRACKED ONTO ADJACENT ROADWAY WILL BE REMOVED BY SWEEPI NG, SHOVELING OR OTI-IER APPROPRIATE METHODS. 8. 20" HOPE IS IRON PIPE SIZE (!PS) OR 11. 9. CONTRACTOR TO MAINTAIN 10' WORKING DISTANCE FROM OVERHEAD POWER LINES. 10. CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRI OR TO WORK NEAR CAS UTIUTIES. 11. ALL PLUG VALVES TO BE DEZURIK Fl, Cl, NBR, CR, 1404C0'1.4GB-WR3L-N OR APPROVED EQUJJ.... KEY MAP 1·-200· SCHEDULE B ,1 FORCEMAIN STA: 129+36.67 ~ $ 10 20 40 Scale In feet '-i ij 1 I ij: G.cE 11255Kirl.landWay,Sutte300 VE RIF YSCALE DATE JOB NUMBER I VERT . 0 5 10 ~o Scale In Feet CAL L BEFORE YOU~ 811 --- ;c -;; DESIGNED RN Ki'kland, WA98033 BAR IS ONE INCH 19352 ~ ---p. 425.827.2014 //. 425.827.5043 ON ORIGINAL ORAWING. 05/01/19 , •. · DRAWN AMJ 0 1• OWC IWIE:P19352.J'P10 iiH CHECKED-;,;-PACE c~ii'j'si;;;~;;j jp~~-~i;;g·j's~;;:~y ~l~o~~ ~~N SCALE PLAN & PROFILE 32 ~!Ii ---SYM REVISION DATE BY APP'< AoE-,s.r.m~, www.paceengrs.com SCALES ACCORDINGLY. AS SHOWN SHEET ___ OFJ._.., 44 1 L- i..., ...... L- l.. ~ ._. .... ~ L.. 1-i .... i.J r 5 I r I ~ ii j\\1 ~ / \\ ! \\ \\ ' )! i ii 3 I ~ ~ {; s l ~ ~ f ~ f~ t jg' !°' ~ ~! ,~ t ~~ ii':'. II (i -'T' .,, ' I ~ I I i-++oo _________ _ ~ --½" --1/ ---/ ~ _ ___ 2+00 _ --=--=--=------+-------~ ~ / J+OO ~-W. FOSTER WELLS Ro:----~-----------/4/ /1/ I I I I I I ~ r · -/-----~ / ----'•" //w ~ -:::,,::;::--..,_ .,, _____ ) I CONNECT TO EXISTING FOSTER WELLS PUMP STATION. SEE OETAJLS SHEET 4-0 FOR SECTIONS r ~=:::=:===~ \ --/ • c: :_ ~:1 r<, - P1..ANT£D AREA LI I • s•1----7-/ IS/ -- / // / -~~! C I ij p~i-+- ~ J ~ a~1~t 3 fS~-431.27 I l . ..,,,.,_, NJ~9JJ5.5505 E199429J. I 1 J8 I ' _ o ~ o ~ o ~ o NJ49J52.9997- GENE RATOR ENClOSURE c INSTALLATION OF NEW ORAJNS BEYOND VALVES NOT IN THE CONTRACT _J• f E1994J12 6852 f 0 1 I L REPLACEMENT OF EX. 24 INCH o PIPE NOT IN THIS CONTRACT p ..ss.,.==1--=,_) ---Lo-o-o-o--o-o-o-o~ lf"UTURE fl.OW METER LOCATION i 7 ' S ECURffY rNC I --------~1:::..:... ------ 1 -,-GI '1 I // I I / I I I y I II I I I I ----_____J -------'-------_______ , ___ _ _______ ,_ / / ' \ \ \ \ ) I I I ,. I -------"·---.,. _______ .,. _______ " HORIZ. Q (J) KEYED NOTES I. FOSTER WELLS FORCEMAJN TRENCH TYPE I SEE OETAJ L 1 SHEET 37. 2. FOSTER WELLS FORCEMAJN TRENCH TYPE 2 SEE OETAJL 2 SHEET J7. J. POTHOLE UTILITY CROSSING. 4. SAWCUT, REMOVE ANO RESTORE EXISTING PAVEMENT. SEE OETAJLS SHEET J9. 5 . PROTECT /SUPPORT EXISTING UTILfTY DURING CONSTRUCTION 6. REMOVE ANO RESTORE CURB AND GUTTER 7. REMOVE, SA LVAGE, ANO REINSTALL SIGN OR EXISTING STRUCTURE. 8 . RELOCATE UTILITY TO EXTENTS SHOWN. 9 . INSTALL AIR RELEASE VALVE, SEE OETAJL I SHEET J8. I 0. SURFACE RESTORATION PER PLAN SEE DETAI LS SHEET 39. GENERAL NOTES I . CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO EXCAVAT ION. 2. MAJNTAJN HORIZONTAL CLEARANCE OF IO' FROM EXI STING WATER MAJ NS . MAJNTAJN VERTICAL CLEARANCE OF 18" BETWEEN EXISTING WATER MAJN IE'S AND CROWN OF FORCEMAI N. FORCEMAJN SHALL NOT CROSS ABOVE WATER MAJNS WITHOUT APPROVAL BY CITY ENGINEER. J . MAJNTAJN MINIMUM 5' HORIZONTAL CLEARANCE FROM POWER, GAS ANO COM UNLESS OTHERWISE APPROVED 8Y CITY ENGINEER. MAJNTAJN VERTICAL CLEARANCE OF 18" FROM POWER GAS ANO COM AT CROSSINGS. 4 . INSTALL PRE-FABRICATED HOPE SOR 9 BENO PER PLAN. 5. MINIMUM BENO RAD IUS FOR 20• IPS SOR 1 1 HOPE PIPE SHALL BE 45 FEET. 6. SHEETING />J'IO SHORING PLAN FOR INSERTION />J'IO PULL BACK PITS TO BE PROYDEO BY CONTRACTOR FOR ENGINEERING REVIEW ANO APPROVAL. 7 . CONTRACTOR SHALL PREVENT THE EROSION OF MATERIAL EXCAVATED DURING CONSTRU CTION AN O BACKFILL. FOSTER WELLS ROAD ANO STATE ROUTE J95 TO REMAJN CLEAR OF EXCAVATED MATERIAL. ANY MATERIAL TRACKED ONTO ADJACEN T ROADWAY WILL BE REMOVED 8Y SWEEPING. SHOVELING OR OTHER APPROPRIATE METHODS . 8. 20• HOPE IS IRON PIPE SIZE (IPS) OR 1 1. 9. CONTRACTOR TO MAINTAJN IO' WORKING DISTANCE FROM OVERHEAD POWER LINES. I 0 . CASCADE NATURAL GAS TO BE ON SITE DURING WORK NEAR CROSSINGS. CONTRACTOR TO NOTIFY CASCADE NATURAL GAS 72 HOURS PRIOR TO WORK NEAR GAS UTILITIES. 11. AL L PLUG VALVES TO BE DEZ URIK Fl , Cl , NBR. CR, 1404GO'MG8-WRJL-N OR APPROVED EQUAL. ~~!0 .MAP (EJ 0 _10 20 Scole l n Feet CALL BEFORE YOU~ 811 --(WI ~fl ' ii~~9 I I ~~:;! cPAcE 11255Kirkland Way,Suilo300 V ERIFYSCALE I DATE I I JOB NUMBER I l:~x DESIGNED _fill__ Ki-kland, WA 98033 BAR IS ONE INCH f 05101119 19352 .:~ DRAWN AMJ p. 425.827.201 4 I I . 425.827.5043 0~ ORIGINAL DRAWi~~-• i~,~ --~E ... _..... ....................... ..................... IF NOT ONE INCH ON I SCALE ill CHECKED ___flli__ -. . CMI I S1ructural I Planning I Survey THIS SHEET. ADJUST ;;/~;~ SYM REVIS ION DATE BY APP"I Ane,,._..,,s.,,;,.,~y WWW. paceengrs.com SCALES ACCOROINfil.Y. AS SHOWN FOSTER WELLS LIFT STATION CONNECTION SHEET 33 \_. I.., I..., '-' '-' .._,, - '-' ~ .... '-" -~ i...J ..., -' / I I I I I I ) \ SYM UTILITY CONFLICT NOTE : CAUTION: THE COmRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALI. EXISTING l/TlUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SUR\IEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALUNG l/TlUTY LOCATE O 811 AND THEN POTHOUNG ALI. OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW l/Tll.11Y CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALI. PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. \ I I I I I I I I 1 \ \ x,f> , .. 4-.... ~-\ """""' """' ... \ ,.,,. ,o~t 4-.... = MJD ... W,0.1 REVISION DATE j!!jAPP ,. \ \ \ \ W,0.\ ~ I ZS >v .,,. ~ I ZS TRAFF1C CONE PLACEI.IENT PER TC6 ON SHEET f35 .,..,, ll!l ill ll!! ll!l ll!l ll!l @: ll!l I I I I I I I I 'I I I I I I \ ----~ -r~ _ll!l ~--+- TRAFF1C CONE PLACEMENT PER TC5 ON SHEET '34 STA 15+80 TO STA 19+90 "' " '-.. .....__ '---....._ "--.... "--.... / 11255 Kirl<land Way, Suite 300 Kr kland, WA 98033 p. 425.827.2014 I 1, 425.827.5043 ····················"· ........................... . Civil I Slructural I Planning I Survey www.paceengrs.com "' /' / "' I \ \ I \ I \ I \ \ \ \ \ LEGEND ;t [>! 181 ll!l ® Bil :1 Fl.AGGING STATION SIGN LOCATION TEMPORARY SIGN LOCATION {5' I.IOUNTING HEIGHT) CHANNEUZING DEVICES TRAFF1C SAFETY DRUl.4 PROTECTIVE VEHICLE (RECOI.IMENDED) ~ """ -... ..,,. ~ W,0.\ ------E '• ~ Wa/:S-RD-.------------·---r TRAFF!C CONE PLACEMENT PER TC5 ON SHEET f34 STA 23+50 TO STA 27+60 I STA 27+60 \ \ \ -T \ \ \ \ \ \ VERIFY SCALE DATE BAR IS ONE INCH ON ORIGINAL DRAWING. 0 -!i!!!!!!ii!!i!!!i!l1· 1--,-,--,,,,------- IF NOT ONE INCH ON SCALE 05/01/19 THIS SHEET, "llJUST $CA1.£S ACCORDINGLY. AS SHOWN \ \ \ \ \ \ \ \ STA 31 +10 r r I I I I I I I I I I I _J I I I I r I I I r I r I I I I I I ___ T ______ _ STA 34+60 NOTES: 1. ALI. SIGNS ARE BLACK ON ORANGE, 48'X48". 2. MAINTAIN MINIMUM 1 1 -FOOT LANES AT ALL TIMES. HORI Z. CALL BEFORE YOU~ 811 --(l&j EB 0 ~ 100 Scole In Feet JOB NUMBER 19352 2_90 HIGHWAY CROSSING TRAFFIC CONTROL PLAN SHEET~ I.. ..... L.., ..... ._, ....., .... .._. ..... ~ w ""' I.J ~ i.> ; : i I! p i I (! ¾l; ~)( i DESIGNED l DRAWN --1l!L. _M,/_ iii~ .1~;1 j CHECKED ___fill_ SYM SIGN SPACING = X (1) MINIMUM SHOULDER TAPER LENGTH = Ul (feet) BUFFER DATA RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'± Posted Speed (mph) RURAL ROADS. URBAN ARTERIA LS, SHOULDER LONGITUDINAL BUFFER SPACE = B 25 / 30 MPH 200':t (2) WIDTH RE SIDENTIAL & BUSINESS DISTRICTS (feel) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100' t (2) SPEED (MPH) 25 30 35 4 0 45 50 55 60 65 70 8' 40 40 60 90 (1) AU SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. 10' 40 60 (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 90 90 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 ROADWAY CONDITIONS. USE A J DEVICES TAPER FOR SHOULDERS LESS THEN 8' TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. > 22 ,000 lbs. < 45 MPH 4!>-55 MPH > 55 MPH < 45 MPH 4!>-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFI ED D ISTANCE REQUl RED CHANNELIZATION DEVICE SPACING (feet) MPH I TAPER TANGENT ----------------------35/40 I 30 60 -=l !I 25/30 I 20 40 ---- -" " " " "' " " " " 0 1: H=J T~ WORK AREA ~ Q 0 Kl Kl 0 0 0 "" b X X I Lil B I ~ I so· I I I 48" 48' ROAD SHOULDER WORK WORK AHEAD 48' 48' W20·1 W21-5 NOTES LEGEND 1 . DEVI CE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). Kl TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE. C CHANNELIZING DEVICES (40 MPH OR LESS) CE PROTECTIVE VEHICLE NOT TO SCALE FILE NAME S:\OHlan R P& S\4-Standards\2-Plan ShHt Ubrarv\01-Publlshed PSLVTC' Work Zone Traffic Control\ TC-Sl Shoulder Closure • Low SD .. d (.CO MP or LeH)\TC~5.dgn .-.. Plot 1 TIME 2:S9:.C1 PM ....... ,,.,., FED.AID PROJ.NO. ...... ..,~ ~-w DATE 1/2/2018 !WASt res PLOTTED BY llddeW DESIGNED BY -JolUM8tflt Washington State --ENTERED BY ....... CHECKED BY -~-LOCATICNNO. Department of Transportation .. Y.~ D , ~~ f tij , } PROJ.ENGR. ------..,.-TRAFFIC CONTROL PLAN """' REGIONAL ADM. REVISION DATE BY i,(.$fAW 90:1 ll>.f..S'U ... 110( CAL L BEFORE YOU~ 811 ~~~ _,....(W,) -m•QS/~/1, CPACE 11255 Kirl<land Way, Suit& 300 VERIFY SCALE DATE JOB NUMBER Kirkland, WA 98033 BAA IS ONE INCH 05/01/19 19352 p. 425.827.2014 j I. 425.827.5043 ON ORIGINAi. DRAWING. 0 1· O'IIG NAME:P19352 • .'11W CNTRL ...................................................... IF NOT ONE INCH ON SCALE TRAFFIC CONTROL DETAIL Civil I Structural I Planning J Survey THIS SHEtT, ADJU ST AS SHOWN SHEET __ 3S_ oa REVISION DATE BY APP An Eng--~ www. paceengrs.com SCAU:S ACCOROI NGLY. ~ .... ~ ._, '- ~ ~ .... ; : '-,I t I! ~ p ~ Lo.I ~l f ~~; ~;; DESIGNED _filL ..., .i:~. . DRAWN ~ ~~~~ CHECKED _filL I SYM ,;1i;i L.J SHOULDER WI DTH (fee1) 8' 10' IQ ® ICEE FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ, ENGR. REGIONAL ADM. MINIMUM SHOULDER TAPER LENGTH = U3 (feet) SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500'. Posted Speed (mph) RURAL HIGHWAYS 60 /65 MPH 800't 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45 155 MPH SOO't 120 00 150 160 170 190 (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS. AT-GRADE INTERSECTIONS ANO DRIVEWAYS. 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. CHANNELIZATION DEVICE SPACING lfeetl MPH I TAPER I TANGENT 50170 I 40 I 80 35145 I 30 I 60 -,z --------------------!j J(J J(J IQ 0 0 0 ® ® f & QI ti,@ 0 0 I~: EE ~WORK AR~~ 0 0" ~ ® X X X I Ul B I ~ ~ I 48° 48" ROAO WORK SHOULDER AHEAD CLOSED 48" 48" 48" W20-1 SHOULDER WZ0-301 WORK 48" LEGEND W21-5 TEMPORARY SI GN LOCATION TRAFFIC SAFETY DRU M SHOULDER CLOSURE • HIGH SPEED TRANSPORTABLE ATTENUATOR NOT TO SCALE S:\D .. lan R P& SW-Standardt\2•Plan ShNt Llbrarw\01-Published PSLw Cl Wor k Zone Traffic ControlV C-6l Shoulder Cloture -Hinh SoemTC-6.dan 9:03:14 AM 1/3/2018 llddeW REVISION DATE ...... HUI FED.AID PRDJ.ND . ... jWASt -- COHl'llACT fo!CI BY 11255 Kirkland Way, Suite 300 Krkland, WA 98033 --... p. 425.827.2014 I I. 425.827.5043 ...................................................... ---..,.------,.,.--- P,L IT...-901 P.&.n,.,...aox REVISION DATE BY !APP An Engneemg $.vices Ccnl>any Civil I Structural I Planning I Survey www.paceengrs.com BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT HOST VEH ICLE WEIGHT 9,900 TO 22,000 lbs. ;, 22 ,000 lbs. < 45 MPH 45--55 MPH ;, 55 MPH < 45 MPH 45-55 MPH ;, 55 MPH 100' 123' 172' 74' 100' 150' -7 - ~- NOTES 1. NO ENCROACHMENT IN TRAVELED LANE. IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. 2. D EVICE SPACING FOR THE DOWNSTREAM TAPER SHAL L BE 20' (Fl) 0 .C . 3. ALL SIGNS ARE BLACK ON ORANGE. ...... Plot 1 !'LAN ltU HO w TC6 Washington State ...., Department of Transportation ~ TRAFFIC CONTROL PLAN ... m OAT£ VERJFY SCALE B,\R IS ON£ INCH 0~ ORIGINAL DRAWli:<:· I 05/01 /19 I IF NOT ON£ INCH ON SCALE THIS SHEa, ADJUST ~LES ACCOROING_l._V. AS SHOWN TRAFFIC CONTROL DETAIL CALL BEFORE YOU~ 811 -SVMX(l"'I JOB NUMB ER 19352 '-' '- '-- \-' ~ ._ - ..... L.., ....; '- ...., L,J I ' !i ; f, f!e p F; l ~ SUR,ACE RESTORATION PER PLAN DEPTH P.ER PLAN ,OUNOA TION LEVEi. LO"ER LIMITS PER 2-09.4 ~ PIPE ZONE 1---BEDOING llolOTH----.---1 VARIES COMPACTED BACKFILL TO BE NATIVE MATERIAL FREE Dr WOOD WASTE: DEBRIS CLOOS OR ROCKS ANO APPRO\rn BY lHE ENGINEER. Ir UNSUITABLE. BACKFILL TO BE IMPORT GRAVEL BORROW OlHERllolSE. EXTRA EXCAVATION AS REQUIRED TO MAINTAIN UTIUlY CLE.ARANCES, 4.5' COVER OlHERllolSE. LOCATOR RlBBON, MINIMUM or 2· llolOE. PIPE ZONE BEOOING ANO BACKFlLL TO BE 5/8" CRUSHED ROO< COMPACTED TO 95,0: MINIMUIA IAOOIFIED PROCTOR OENISTY ANO PER 9-03.12(3) 20" HOPE IPS OR 11 PIPE (TYP.) REMOVAL ANO REPLACEMENT or UNSUITABU: IAA TERI AL PER 7-08.3(1)A OR 7-09.3(8) - COMPACTED TO 95,o; MIN, DENSITY 1, HOPE PIPE BENDS SHALL BE SOR 7 HOPE rLISION "ELOED MITER ELBOWS. 2. THE PROPOSED FORCEMAIN SHALL MAINTAIN 18" or VERTICAL SEPERATION BELOW EXISTING WATERMAINS ANO DOMESTIC SER"1CE LINES. WHERE NOT rEASIBLE A MINIMUM Dr 6" SHALL BE MAINTAINED IN ALL CASES. 3. l£NG1H or TRENCH EXCAVA TlON SHALL BE KEPT TO A MINIMUM ANO NO CASE SHALL EXCEED 150 FT. 4. COMPACTED BACKFILL PER 7-08.3(3) OR 7-09.3(11) AS REQUIRED TO PRECLUDE rLITURE SETIL£MENT ANO ACHIEVE 95,0: MINIMUM MODIFIED PROCTOR DENSITY ,OR LOCATIONS UNDER PAVEMENT OR CURB, 85,0: MIN . OENSllY OlHER'MSE. G) TRENCH DETAL tiQIE.S;_ ·CUSTOM MANU,ACTUREO INSULATED R!ESTRAINEO CASING SPACER INSTALL£0 6'-o• TO s•-o• ON CENTER OR AS APPROVED BY THE PROJECT ENGINEER. TO BE DETERMINED llollH SUBMITTAL 1. lHIS ORAllolNG IS SHOWN FOR REITRENCE PURPOSES ONLY ANO IN NO WAY RER.ECTS FINAL PRODUCT DESIGN OR INSTALLATION. 2.CONTRACTOR TO SUBMIT PROPOSED INSULATED RESTRAINED CASING SPACER ORAllolNG ANO SPECIFICATIONS FOR PRE-APPROVAL BY lHE PROJECT ENGINEER 3.INSULA TED RESTRAINED CASING SPACER SHALL BE DESIGNED TO RESTRAIN lHE CARRIER PIPE llolTHIN THE CASING FROM VERTICAL OR HORIZONTAL M0"1EMENT ®CASNG SPACER DETAL PIPE SUPPORTS/ CASING SPACERS tiQIE.S;_ 20 INCH HOPE CARR!ER PIPE 1. THIS DRA\\lNG IS SHOWN ,OR REFERENCE PURPOSES ONLY AND IN NO WAY RER.ECTS FINAL PRODUCT DESIGN OR INSTALLATION. 2.CONTRACTOR TO SUBMIT PROPOSED INSULATED RESTRAINED CASING SPACER DRA\\lNG AND SPECIFICATIONS FOR PRE-APPROVAL BY lHE PROJECT ENGINEER 038 NCH DIAMETER STEEL CASNG !------------TRENCH llolOTH VARIES------------! Ii. PIPE ZONE BEDDING ANO BACKFILL TO BE 5/8" CRUSHED ROCK COMPACTED TO 95,0: ~-~{---------BED"/:JG z:O'hi----...:,,,.,------\,-->,---, VAR IES MINI MUM MODIFIED PROCTOR OENISTY ANO PER 9-03.1 2(3) 20" HOPE IPS OR 11 PIPE (SCHEDULE A) llillE; 1. HOPE PIPE BENDS SHALL BE SOR 7 HOPE ,USION ll(LOED MITER ELBOWS. REMOVAL ANO REPLACEMENT or UNSUITABLE MATERIAL PER 7-08,J(l)A OR 7-09.3(8) - COMPACTED TO 95,o; MIN. DENSITY 20" HOPE IPS OR 11 PIPE (SOiEOULE B) 2. lHE PROPOSED ,ORCEMAIN SHALL MAINTAIN 18" OF VERTICAL SEPERATION BELOW EXISTING WATERMAINS ANO DOMESTIC SER"1CE UNEs. WHERE NO T rEASl8LE A MINIMUM OF 6" SHAILL BE MAINTAINED IN ALL CASES. 3. L£NG1H or TRENCH EXCAVATION SHALL BE KEPT TO A MINIMUM ANO NO CASE SHALL EXCEED 150 FT. 4 . COMPACTED BACKFILL PER 7-08.3(3) OR 7-09.3(11) AS REOUIR!EO TO PRECLUDE ,UTURE SETTL£MENT ANO ACHIEVE 95,0: MINIMUM MODIFIED PROCTOR DENSITY ,OR LOCATIONS UNDER PAVEMENT OR CURB, 85,0: MIN. DENSITY OlHER'MSE. ® TRENCH DETAL -FOSTER WELLS CALL BEFORE YOU~ 811 -"""1:(1"'1 i;;; !~' I -. I ;;,;;~~i cPAcE 11255 Kiri<land Way, Suite 300 VERIFY SCALE DATE I JOB NUMBER • ~ ;;. DESIGNED RN Krtland, WA 98033 BAR IS ONE INC/f 19352 ~ ---p. 4 25.827.201 4 I/. 425.827.5043 ON ORIGINAL DRAWING. ()6/01/19 · • · · DRAWN AMJ o 1· i~i~ CHECKED RN NCE c;;;i·i·s;;;;~;~,i·i>~·~1~g·i·s~~~r ~1~~H~ ~~~N SCALE a\11. DETALs i:ii;~ SYM REVISION DATE BY APP Ane,,,,,-9s-..eom,an, www.paceengrs.com SCALES ACCORDINGlY. AS SHOWN I SHEET 37 -,y_ I DE! ..... '-' L.., ~ ;_, ._. ._, ..... i..; .,_A ._, - i..J '-' HOPE BUTT F1JSION JOINT J-INCH TAPPING TE£ BY El..EClROfUSION WEl.O VARIES l::!QIE; 2" BEEHIVE SlRAINER 2• GAL V. PIPE AN O FlmNGS, LENGlH VARIES AIR/VACUUM REl.£ASE VALVE FOR WASTEWATER APPUCA TIONS TYPE PER PLAN 1. NON-SlAM AIR VALVES SHAU BE USED ON RISERS ANO/OR OFFSET PIPES LONGER THAN 5 FEET. 2. VAULTS TO BE UTILITY VAULT 444-LA (J.5'XJ.5'XJ.25') ANO J.l2P LIO (DI AM OND PLATE SPRING ASSISTED COVER 'MTH LOCKING LATCH), OR APPROVED EQUAL DEPTH TO BE DETERMINED BY APPLICATION. G)AIRNACUUM AN) VAll..T i!~ ct.i ffl1 DES~NED___llli__ .:~ DRAWN __M,!,L --·--I CHECKED __filL_ I SYM REVISIQN DATE BY !APP NI EngineeR'lg SIMCn Comflany 11255 Kirkland Way . Su~e 300 Ki1cland, WA 98033 p. 425.827.201 4 I ,. 425.827.5043 ...................................................... Civil I Structural I Planning I Survey www. paceengrs.com VERIFY SCALE DATE O~ ORIGINAL DRAWi~~-05/01/19 BAR IS ONE INCH I I IF NOT ONE INCH ON SCAJ..E THIS SHEET, ADJUST SCALES /\CCO!!_OJNGLY. AS SHOWN CIVL OETALS CALL BEFORE YOU~ 811 --- JOB NUMBER 19352 DET SHEET 38 ...... ...... .__ '-' ...... .... ._. ;.... __, ..... "-" ~ ·-· ~ w tiQl[; 4• HMA e· MIN 2" CRUSHED SURFACING TOP COURSE COMPACTED TO ACHIE\'E 95'1: MINIMUM MOOIFIED PROCTOR DENSITY. 8" CRUSHEO SURFAQNC BASE COURSE COMPACTED TO ACHIE\'E 95:l MINIMUM MOOIFIED PROCTOR DENSITY. COMPACTED BACKFIU. PER 7-08.3(3) OR 7-09.3(11) AS REOUIRED TO PRECWOE FUTURE SErn.EllENT AND AQ!IE\'E 95:l MINIMUM MOOlflED PROCTOR DENSITY FOR LOCATIONS UNDER PA\'EMENT OR CURB, 85:l MIN. DENISITY OlHERWISE 1. COMPACTED BACKflU. TO BE NAll\'E MATERIAL FREE or WOOD WASTE;DEBRlS CLOOS OR ROCKS AND APPRO\'ED BY lHE ENGINEER. IF UNSUITABI.£. BACKFILi. TO BE IMPORT GRA',R BORROW OTHER'MSE. 2. SAW CUT TO A NEAT EDGE AND COAT AU. JOINTS 'MlH ASPHALT EMULSION. IF PRE\10USLY CUT EDGE HAS RA\'ElfD OR IS UNDERMINED RECUmNC 'Ml.I. BE REQUIRED AS DIRECTED BY lHE CITY ENGINEER. 3. lHE CONTRACTOR MAY BE REQUIRED TO 'IDIPORARlLY PATQ! lHE TRENCH. TEMPORARY PATCHING SHALL OCCUR IF A PERMANENT PATCH CANNOT BE PI.AQED IMMEDIAl[l.Y AND TRAFFIC LANES MUST BE OPEN[D. IDM'ORARY PA\'EMENT PATQ! SHAU. BE ACCOMPUSHEO BY USING COLD MIX (ATB MC 250) OR Slm PLAlES. THE CONTRACTOR SHAU. 08TAIN PERMISSION FROM lHE QTY ENGINEER PRIOR TO APPL 'r1NG A TEMPORARY PATCH. 4. H.MA. SHALL BE 1/2" PC 04-28 UNI.ESS OlHERWISE NOTED OR APPRO\'ED BY lHE QTY ENGINEER AND SHALL MEIT lHE REQUIREMENTS or SECTION 5-04 or lHE STANDARD SPEQFICATIONS 5. H.M.A. PA\'EMENT SHAlll. BE PLAOED IN ONE (1) Uf'T FOR 2•-3• OEPlH AND TWO (2) EOUAL urn fOR •• DEPlH OR CR[AT[R. G)ASPHALT ROADWAY RESTORATION a· MIN ... .,.-.' / / ,..-.. ·H'l'llROSEED FlNISHEO GRADE TOPSOIL TYP B. EXISTING GRADE COMPACTED BACKF11.1. PER 7-08.3(3) OR 7-09.3(11) AS REQUIRED TO PRECLUDE FUnJRE SET11.£MENT ANO ACHIE\'E 95" MINIMUM MOO!F1ED PROCTOR DENSITY fOR LOCATIONS UNDER PA\'EMENT OR CURB, 85:l MIN. DENfSITY OlHERWISE ®su:FACE RESTORATION OFF STREET SYM R~SION J)fil_lJ,"{ ]APP 11255 Kirlclan<I Way , Su~e 300 Knland, WA 98033 p. 425.821.2014 I 1. 425.827.5043 ........... ______ , .. , ........ . Civil I Slruehiral ( Plaming I Survey www. paceengrs.com tiQl[; SCREENED GRA',R SURFAQNC, 2" MIN OR MATCH EXISTING, WHICHEVER IS GREATER. COMPACltD TO ACHIE\'E 95'1: MINIMUM MOOlflED PROCTOR DENSITY. 6" MIN 8" CRUSHED SURFACING BASE COURSE COMPACTED TO ACHIEVE 95:l MINIMUM MOOlflED PROCTOR DENSITY. PIPE ZONE BEDDING 1. COMPACTED BACKFILi. TO BE NATI\'E MATtRIAL FREE or WOOD WASTE;DEBRIS CLOOS OR ROCKS AND APPRO\'ED BY lHE ENGINEER. IF UNSUITABtL. BACl<Fll.l. TO BE IMPORT CRA\'EL BORROW OlHER'MSE. ®GRAVB.. DRIVEWAY RESTORATION VERJfY SCALE DATE 06/01/19 SCALE AS SHOWN aVI. DETALS CALL BEFORE YOU DIG 811 --(\ISlj JOB NUMBER 19352 I owe NAMr:P19J52.J'!Nj NO 4ar DEi SHEET~ ~ ._. ..... .... ._. - ..... ._. ._. '-' ._. - .... ...J BYPASS PLAN CONNECTION SEQUENCING 1. COORDINATE m-f WORK WHICH MAY IMPACT THE OPERATION OF THE EXISTING FORCE MAIN WITH THE CONSTRUCTION OF THE BYPASS ANO CONNECTION AT THE PWRF (SEE SHEETS 4 1-44) 2 . INSTALL TAPPING SLEEVES AND GATE VALVES AT THE LOCATIONS SHOWN ON SHEETS 33 ANO 40. CONFIRM WHETHER OR NOT THE EXISTING 8" C-900 PIPE HAS BEEN DRAJNED ANO IS NON-FUNCTIONING. THE INSERTION VALVE ON SHEET 40 MAY BE OMITTED IF THIS IS THE CASE. 3. CONSTRUCT THRUST PAD AS SHOWN ON SHEET 40. 4. CONSTRUCT ALL STAINLESS STEEL PIPING AND PIPE SUPPORTS. CONNECT TO THE GATE VALVES INSTALLED IN NOTE 1. 8 ~ J ~r BUND FLANGE F\JTURE WORK NOT IN THIS CONTRACT FOSTER WELLS CONNECTION PLAN VIEW SCALE 1/4" • 1' J.92' 6.81' 2.26'. 2.26' .1.53'. 2.21· 3 EXISTING GRADE 1 18" X 12 " ECCENTRIC INCREASER (F\JTURE 18" FLOW METER LOCATION} ~E}'STING 12" ;,, "! FOSTER WELLS UFT STATION :#)CONSTRUCTION NOTES 1. 18 " SCH 80 STAINLESS STEEL PIPE 2 . 2 0" HOPE I PS OR 1 1 FORCEMAIN J. 18" SCH 8 0 STAINL ESS STEEL 45' (FLXFL) 4. 18" SCH 80 STAINLESS STEEL 90-(FLXFL) 5. 18" SCH 80 STAINLESS STEEL CROSS (FLXFL) 6 . 18"X18" SCH 80 STAINLESS STEEL TEE (FLXFL) 7 . 18" SST ECCENTRIC PLUG VALVE (FL} WITH HANDWHEEL OPERATORS 8. PIPE SUPPORT PER DETAIL ON SHEET 43 9 . AIR-VAC ASSEf.lELY 10. 18" X 2 0 " SCH 8 0 STAINLESS STEEL ECCENTRIC INCREASER 1 1. TRANSITION TO 20" HOPE IPS DRl 1 l -1L 4 JJ FOSTER WELLS CONNECTION SECTION VIEW SCALE 1/4 " = 1' 12. 16" GATE VALVE (FL X FL) 13. 18" GATE VALVE (FL X Fl) 14. 8 " C-900 CAP 15. 16" SCH 80 STAINLESS STEEL 90' 8END (FL X FL) 16. 8" SCH 80 STAINLESS STEEL 90" BENO (FL X FL) 17. 16" X 16" TAPPING TEE 18 . 15" X 8 " TAPPING TEE 19. B" X 8" TAPPING TEE /' / ,/' //, / l _,,./ ./· // /--<. ( / /' ,/ ~/ '\_,/' - 4 ~ "" "' :to FOSTER WELLS CONNECTION PLAN VIEW SCALE 1/4" • 1' 2 " AIR-VAC DISCHARGE TO DRYWELL SEE DETAIL SHEET J8 4' 'Q 18" X 20" ECCENTRIC INCREASER EXISTING GRADE 20. 18" X 16" SCH 80 STAINLESS STEEL ECCENTRIC OECREASER 21. 16" X 8" SCH 80 STAINLESS STEEL ECCENTRIC DECREASER 22. 8" GATE VALVE (FL X MJ) HYDRA-STOP !VP IVP 250 INSERTION VALVES OR APPROVED EQUAL THRUST PAD SEE DETAIL D 2' X 2' X 6 ' ECOLOGY B LOCK FOR THRUST BLOCK ® FOSTER WELLS CONNECTION PLAN VIEW SCALE 1/4" • 1· i 1 ;~JCH 80 STAINLESS Jl $ '"" .... ~1 i i fl 5 f If l!l~ i" p ~ GENEFW NOTES· 0 FOSTER WELLS SECTION VIEW SCALE 1/4" • 1' I . ALL GASKETED C-900 FlmNGS TO FEATURE SPEC-LOC INTERNAL RESTRAINT OR APPROVED EQUAL 2. ALL EXPOSED STAINLESS STEEL PIPING TO BE INSULATED 3. AIR -VM'. ASSEMBLIES LOCATED ON STAINLESS STEEL PIPING TO DISCHARGE TO TH£ AIR-Vii£ VAULT SHOWN ON SHEET 33 4 . ALL PLUG VALVES TD BE DEZURK Fl, Cl. NBR, CR, 1 '404<,0•MGB-WRJL-N, OR APPROVED EOUAl ~f f ~~ ' 5. PLUG VALVES SHALL INCLUDE VALVE BOX AND 16" SCH 80 STAINLESS STEEL EXIST. 16" FORCEMAIN BEFORE (TEE & ORAJN} SEE DETAIL C THIS SHEET 1s: 16" SCH 80 STAINLESS STEEL L-----5• SCH 80 STAINLESS STEEL ------<@ EXIST. 8" FORCEMAIN SEE DETAIL C THIS SHEET THRUST PAD ® FOSTER WELLS SECTION VIEW SCALE 1/4 " • 1' 2 # 4 REBAR 12· o.c. EA. WAY @ 7.5' 1-J ca ® T HRUST PAD DETAILS SCALE 1/4" • 1 ' I I i I I :r:::;t ,/, : , de _, (: , c\, ! ®>------ CALL BEFO RE YOU ~ 81 1 IHIJICIWO""""(""'I °':0 l5 EXTENDED NUT AS DETERMINED ON SrTE ~J I ~~~ CNcE 11255KirklandW,ry,Surte300 V E RIF Y SCAL E DATE JOB NUMBER I ~:::.,;; DESIGNED RN Kirk!Md, WA 98033 BAR IS ONE INCH 193 52 ~ ---p.425.827.201411.425.827.5043 ON ORIGINAL DRAWING. 05/01/1 9 · . · · DRAWN AMJ o 1· . ~*!~ CHECKED ____fil:j_ PlACE c;;ii·i·s~;;ii·i>~~~~-i·s~;;,-~, ~-'~_0_~_ HfJ '.t'£~JN SCALE FOSTER w ELLs coNNecT1ON 0 ETA 1Ls DWG NAME. 40 .!~!!~ SYM REVISION DATE BY APP'r ..,e,,.....;,,s..,...con,my www.paceengrs.com ___ ____ ~= ACCOROIN_GLY. AS SHO WN SHEET __ _ ...... '-~ ;_, ..... :.... ~ .._ .... ... kl .... I- ~ w I ~ i i i : Ii p l f ~l' l 30• DIP EXISTING SCREENING BUILDING 30• DIP 7' 16" V-JOO 16" V-400 16" FM-401 16" V-JOO r "°" V Lt-,,·,-= 10• FM-400 10· Fl.4-409 ,..L~ - SCREENING FACILITY PLAN VIEW SCALE: 1/4"•1' V-600 7' l;I ----------------.._1 3 .58' 6' v® 7 JO" DI/> 30• Of' 1 1 :ll ff'-liW~ I !I . 0/ /0 l 2 1 I I 0 ~?,~~~!"~~G FACILITY SECTION VIEW 4 2r1 SALVAGE AN D ADJ UST EXISTING PIPING AS NEEDED TO w.KE CONNECTION TO PROPOSED JO'"X12 • TEE. 10" V-300 SALVAGE EXISTING PIPE SUPPORTS 2 ~~~~~~!~G FACILITY SECT ION VIEW ©__co_NSTRUCTION NOTES 1. REl.40VE EXISTING 12'"X12• DI 9 0-BEND 2. REl.40VE 12'"XJO" 01 REO UCER 3. REl.40VE ANO SALVAGE EXISTING DI SPOOL 4. REl.40VE ANO SALVAGE EXISTING PIPE SUPPORT 5 . WINDOW CUT SCREENING FACIUlY WALL AS REQUIRED TO ALLOW FOR CONNECTION TO JO" DI HEADER PIPE. SEE SHEET 42 FOR DETAILS OF CO NNECTION TO EXISTING JO" 01 HEADER PIPE. GENERAL NOTES 1. CONTRACTOR TO VERIFY PIPING, FITTINGS, ANO 0I1.!ENSIONS. PWRF CONNECTION DETAILS WERE DRAFTED BASED ON AVAILABLE AS -BUILTS PROVIDED BY THE CllY, AN D W.Y NOT REPRESENT EXISTING CONDmONS. 2. ALL PIPING FITTINGS AND VALVES TO BE SALVAGED AND REINSTALLED UNLESS OTHERWISE SPECIFlED. 3. ALL 0 I1.!ENSIONS SHOWN ARE TO BE FlELO VERIFlEO. 10" V-300 I 11 '-EXIST 1 o· sI1.4PLOT ~ lr HOPE SOR11 ~EXIST 12• 115MG POND HOPE SDR11 CALL BE FORE YOU ~ 811 _,.,,.,..,,(lo,Q ~;1.; ~~ -I ~t cPicE 11255Kirl:landWay,Su~e300 VE RI FY SCALE DATE JOB NUMBER I .:::,,..w DESIGNED RN Kirkland WA 98033 BAA IS ONE INCH 1 9 3 52 ~'\5 . DRAWN ~ p.425.827.201411.425.82 7.5043 0~ ORIGINAL DRAWi~~-05/01/19 W~!! CHECKED ~ PACE ci-;;i"j"si;;;·;;;;~~1 i·P~~~;;;;·i·s·~;;;~y ~,~fH~ ~~JN SCALE o EMo. PwRF c o NN Ec TI0N 0ETA1Ls OWG NAME: 4 1 .!:1!'llli --SY!! REVISION DATE BY APP'r A,,Ei,g;,..,;,,s...,..,eoo,,a,,y www.paceengrs.com ___ ·-SCAlES ACioRDINGLY. AS SHOWN SHEET __ _ I ; i ' ~ f 1; 3" p EXISTING SCREENING BUILOING 30• °"' 16" FM-401 ~ AUTOMATIC SAMPL£R CONNECTION I SAMPlE TAP 16" V-300 SCREENING FACILITY PLAN VIEW SCALE: 1/4"•1' r~ ,,; 7' V-600 -.._ ~-~I .~ ~·ow -~ - ..., ;,, F t ~ 0 S_CRE~~l~G FACILITY SECTION VIEW DESICNED_!!L ~~ DRAWN AMJ fji~ CHECKED _filL SYM .iiii REVISION FlOW METER ROOM 9 DATE BYTAl>P PWRF CONNECTION PAY~ ,, / LIMITS )'' / 16" FOSTER WEULS 7 )NO CONCRETE Bl.OCKIHC "it, • 11255 Kir1<1and Way, Suite 300 Krldand, WA 98033 p. 425.827.2014 I I. 425.827.5043 ...................................................... Civil I Slructural I Planning I Survey www. ,e_aceengrs.com 2 )COWllllA £AST 4 INSTAU. 30"X12" T1EE SALVAGE AND ADJUST EXISTING PIPING /oS NEEDED TO MAKE CONNECTION TO PROPOSED 30"X12" TEE. ADJUST /REPLACE EXISTING 12" DI SPOOL. l£NCTH /oS NEEDED TO SHIFT EXISTING 12" PIPING SOUITH TO ITT PROPOSED 30"X12" TEE 10" V-300 0 ~~~~~~~G F ACILITY SECTION VIEW DATE VERI FY SCALE BAA IS ONE INCH o:: OftlCINAl. -~-I os,01,19 I IF NOT ONE INCH ON SCALE THIS SHEET, ADJUST ACCORDINGLY. AS SHOWN ©_ CONSTRUCTION NOTES 1. INSTAU. 30" SS PIPE, LENGTH /oS REQUIRED. 2. 20" HOPE IPS OR 11 FORCEMAIN. 3 . 30"X20" SS lA"IERAL WYE (Ftxfl.). RESTRAINEO WITH CONCRETE THRUST BLOCKING PER COP STD 0WC NO 2-12. 4 . 30"X12" SS TEE (FlXFl), ADJUST EXISTING 10" ANO 16" PIPING /oS REQIJIREO TO MAKE CONNECTION. 5. 20" OE2URIK PEC ECCOITRIC PLUG VALVE (fl). 6. 30"X20" SS ECCOITRIC REDUCER (FlXfl). 7. 45' 30" SS BENO (MJXFl). RESTRAINED WITH CONCRETE THRUST BLOCKING PER STD owe NO 2-12, UNL£SS OTHERWISE NOTED. 8. 45' 20" SS BEND (FlXFl). RESTRAINED WITH CONCRIETE THRUST BLOCKING PER COP STD OWC NO 2-12. 9 . CONCRETE PIPE SUPPORT, SEE DETAIL SHEET 43. 10. 20" HOPE PEXFl FUSED ADAPTER WITH 20" IPS BACKUP RING. 11. RESTORE SCREENING FACIL/lY WALL 12. INSTAU. 10" DI SPOOl. LENGTH /oS REQIJIRED WITH 1 o• FLANGE COUPLING AOAPTER. GENERALNQT.~E~S~--- 1. PLUG VALVE TO BE OeZURIK 20,F1,Cl,NBR,CR,H04CO'MC8-WR3L-N, OR APPROVED EQUAL 2. PLUG VALVES SHAU. INCLUDE VALVE BOX ANO EXTENDED NUT /oS DETU!MINEO ON SITE. 3. RESTORATION LIMITS SHAU. BE VERIFlEO AFTER COMPL£T10N Of' CONNECITON. SEE DETAIL 2 SHEET 37 AND DETAIL 2 SHEET 39 FOR RESTORATION DETAILS. 4 . SEE BYP/oSS PLAN SHEET 44 FOR SEQIJENCINC. 5 . COORDINATE WITH CITY AND LOCAL STEEL BUILDING MANUFACTURER FOR RESTORATION OF WINDOW CUT IN SCREENING FACIL/lY. 6. ALL DI MENSIONS SHOWN ARE TO BE FJELD VERIFlED. 7. STAINLESS STEEL TO BE /oSTM "316. ADJUST/REPLACE EXISTING 10" DI SPOOL. LENGTH /oS NEEDED TO SHIFT EXISTING 1 O" PIPING SOUITH TO ITT PROPOSED 30"X12" TEE RESTRAIN W/FlANGE COUPLING ADAPTER 10" V-300 I I~ "-EXIST 10" SIMPLOT LL\! i HOPE SOR11 EXIST 12" 115MC PONO HOPE SDR11 SALVAGE EXISTING PIPE SUPPORTS CALL BEFORE YOU~ 811 ~sorct~ PROPOSED -PWRF CONNECTION DETAILS JOB NUMBER 19352 owe NAME: SHEET __ 4_2_ O L l.. '-' L-o 1- '-' L- w. i- ..... 1-1 ..... .... .... ld SMG cc:~~~~=:_=:_=:_:_::::::=-==-~~ -~~----::::::cc=c,,ccccccccccccccccccccC,,c,,cc------------ ' ·1 ' ' ----r ------~--,-------------------,,--------------: \ / / / -I \ / / ,' / / ) { 8 ,' \.,✓~---------- I -------------____ , l T ,,-,--_--_--_--_::-::_-_-_-_-~_-_-_-_-_-_-_-_-_-_ ----------------------::--" _, \ 'T I I I I I , I I , , ,, :--'/,✓-:,:::::_-:::_:-:::_:-:::_:-:::_:-:::_:-:::_:-:=_-:::_:-:::_:-::::::::-, \ \ I 11 '\---,1 '1:)r-----~ ', \ ',1///////////////////////,.J / : ,'/I/-/ --- ',, ', / / I : : I I I ' ' '/ I / I , I ' I , ..... _____ _ ,,--,---: 0, "-//////////////////////?,: ' : : /: : ,, I I I I I I I I ' I I I I I I I I ' I I I I It d = . ,, ~-@,7,7,W,7),7,07,7,74r SCREENS ~ BU ILDING ½ ½ J, T ''" ,.,.,.,. ... I I I I I I lff1 _,I --I : I I I lfl' --I/ I I l'' ,,,,, : I f / I '~~...... ,,,, ... -...... : : I I \ , ... ________ .... , , ' 1 --------,.-:.:""\\ I : I: ~ C.O. / \---'/ I J ___ _ '\ \_ .... (' '----- ' ,,:~' ' ---,,,, ---- \ ,-.... _____________ _ ,-l I ___ 2:';l. - ~///tz7;i , \ ii ,_ ffi SEE THIS SHEET V FOR BYPASS CONNECTION DETAIL (INCLUDED IN BASE 810 SCHEDULE A ½ ½ ½ ½ ~==t , BIO ITEM A-22) ' ' ' ' ~ -- ---2 I I -I :: '_,_ ._-~·~·, I fXI ~ " '~ ',I t~~ r ----• !! r.J ',,, I , ____ : ______ :_,--:-•::: • " '==' a ',, ---™ ,----- -------:,,_cc_-_=,::,_,;:::::: __ -=_==-~----✓--lr'--_, -~ ----', FM [£]'•-'• II «----~ ••-', ', -~ ~@] ---' =---, ____ _ ,M- f 1·-20· (1) 30•x30• Ot WYE TE (1) 30•,30• Ot WYE TE 30• Ot HEADER PIPE (RJ) (1) 30•,30• 01 WYE TE 12• (115MG PONO) :=f __ __J ED ~~~;.E (Q CONSTRUCTION NOTES !J i>: ~ :,: i5 ~ S! 1. 30• 01 HEADER PIPE (RJ) 2. CONTRACTOR TO POTHOLE ANO VERIFY MATERIAL. DEPTH ANO SPACING OF EXISTING INFLUENT PIPING TO SCREENING BUILDING, PRIOR TO CONSTRUCTION Or BYPASS ITTTING CONFIGURATION. PROPOSEO TAPPING TEE ANO ITTTINGS MAY NEED TO BE AOJUSTEO ON SITE CONTINGENT UPON FINDINGS, 3. SUPPORT GATE VALVES, SPACING TO BE OETERMINEO ON SITE. 4. STRAOOlE 30• HEADER PIPE WITH ECOLOGY BLOCKS FOR HORIZONTAi. RESTRAINT. 5. FASTEN REBAR TO TOP or ECOLOGY BLOCKS. BYPASS PLAN CONNECTION SEQUENCING 1. CONSTRUCT 30• Ot HEADER PIPE FROM 8MG BASIN TO EXISTING HOPE INFLUENT PIPING. 2. CONSTRUCT BYPASS PIPING WITH ITTTINGS. 3 . INSTAU "Hor TAPPING GATE VAi.VE ON EXISTING INFLUENT PIPING. SUPPORT GATE VAi.VE ON EXISTING PIPE. 4 . SEQUENTIAU.Y CONNECT "Hor TAPPING GATES VAi.VE TO BYPASS PIPING WITH UNE STOPS. 5. REDIRECT EffiUENT FLOW TO CONSTRUCTED BYPASS UNES 8Y CLOSING THE EXISTING PLUG VALVES IN THE SCREENING FACILITY ANO OPENING HOT TAP GATE VALVES WITH UNE STOPS DOWN STREAM FROM HOT TAP GATE VALVES. 6. CONSTRUCT CONNECTION TO SCREENING FACILITY PER DETAIL SHEET 42. 7. ONCE CONNECTION IS CONSTRUCTED PER DETAIL SHEET 42, CLOSE PLUG VALVES ANO ENO BYPASS. REDIRECT FLOW TO SCREENING FACILITY. 8. CONSTRUCT SCHEDULE A ANO SCHEOULE B FORCEMAINS. 9 . REDIRECT EFFLUENT FLOW TO CONSTRUCTED BYPASS UNES BY CLOSING THE GATE PLUG VALVES IN THE SCREENING FACILITY ANO OPENING HOT TAP GATE VALVES. 10. MAKE CONNECTION FROM SCHEDULE A ANO SCHEOULE 8 rORCEMAINS TO CONNECTION PER DETAIL DETAIL SHEET 42. 11 . ONCE PROPOSED CONNECTION TO SCREENING FACILITY IS COMPLETED, ENO BYPASS. GENERAL NOTES 1, ALL 01 PIPE ANO FITTINGS TO BE RESTRAINEO. 2. DEPTH ANO SPACING or EXISTING rORCEMAINS ARE UNKNOWN. AS AN ALTERNATIVE TO THIS BYPASS PLAN, THE CONTRACTOR MAY SUBMIT A BYPASS PLAN FOR THE CITY ANO ENGINEER TO REVIEW, 3. THERE SHAI.!. BE NO DOWNTIME FOR EXISTING ,ORCEMAINS WHILE INSTAUJNG THE BYPASS SYSTEM. 4 . INSTALL HEADER PIPE AT EXISTING GRADE. 1 a• (SIMPLOT) 8" (FOSTER WEUS) 16" (FOSTER WEUS) \ •; ~ C (•),~a~ m -~H~ 3 (IYP) (1) 10"X8" 01 REDUCER . (1) 10"X12" DI REDUCER (1) TAPPING TEE WITH GATE VAi.VE (2) 45• 01 VERTICAi. BENDS (Fl) (1) 8"X12• 01 REDUCER (Fl) (1) 12"X30" 01 REDUCER (Fl) ( 1) TAPPING TEE WITH GATE VAi.VE (2) 45' DI VERTICAL BENDS (Fl) (1) 16"X30" DI REDUCER (Fl) CALL BEFORE YOU~ 811 ---(la,,> h~ ~! (PACi 11255KirklandWay,Su~e300 VERIFYSCALE DATE JOB NUMBER : ~ -;; DESIGNED RN Krkland WA 98033 BAA IS ONE INCH 1 9 3 5 2 ~ DRAWN --:;;:;-p.425,827.2014 11.425,827.5043 0:: ORIGINAi. ORAWI~. 05/01/19 . ~:!! CHECKED -1!lL F,ACE C-;;-i·j·s;;,;;;;;;:ij~;:,i;;g·j·s~;.;~y r:;.,~o~~ ~~ SCALE SCREENING FACILITY BYPASS PLAN owe IWIE: 44 .!:ti!!lli SYM REVISION DATE BY APP'r ME.g;n..nogS--"-..,-www.paceengrs.com I o~•LES ACct>RfllNGLY. AS SHOWN SHEET ___ O