The URL can be used to link to this page

Home My WebLink AboutEllison Earthworks - Burns Road pathway - Phases 1, 2, 3 - North Rd 93 and Powerline Pathway (Contract Nos. 20012; 21225; 21226; 21306) CONTRACT DOCUMENTS BURNS ROAD PATHWAY – PHASES 1, 2, & 3 & NORTH RD. 93/POWERLINE PATHWAY CONTRACT NO: 20012; 21225; 21226; & 21306 COPY____ PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov ADDENDUM NO. 1 Burns Road Pathway Phases 1, 2, 3 & N. Rd. 93/Powerline Pathway Project Numbers 20012, 21225, 21226, 21306 December 13, 2021 Addendum No. 1 Acknowledgement Page This addendum includes: 1 - 8 ½ x 11” Acknowledgement Pages 1 - 8 ½ x 11” Bid Date – Extension 2 - 8 ½ x 11” Bidder Questions and Answers 4 - Total Sheets ************************************************************************************************** This Addendum No. 1 is hereby issued for the Burns Road Pathway Phases 1, 2, 3 & N. Rd. 93/Powerline Pathway Project, and therefore made a part of and incorporated into Project Numbers 20012, 21225, 21226, 21306, referred to as “Contract Documents.” NOTICE is hereby given that this acknowledgement page must be signed and enclosed with your proposal documents for Burns Road Pathway Phases 1, 2, 3 & N. Rd. 93/Powerline Pathway Project, Project Numbers 20012, 21225, 21226, 21306 as evidence that the submitting Firm has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of Addendum 1 in your proposal submission. Only this signed acknowledgement page is required. ______________________________________________________________________ Company Name ______________________________________________________________________ Name (Please Print) Title ______________________________________________________________________ Signature PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov The Bid Opening Schedule has CHANGED. Bids are NOW due on: DECEMBER 20, 2021 AT 2:00 PM This addendum will be sent through the City of Pasco Plan Room Only. It can be accessed at www.cityofpascoplanroom.com ___________________________________ Jon Padvorac, PE City of Pasco Senior Civil Engineer PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov BIDDER QUESTIONS AND ANSWERS Questions from Contractors are provided below with the City’s responses in Bold: 1. The bid form shows a quantity of six for Bid Item 14 (Supply Non-Slip vault Doors & Conc Lid) and Bid Item 15 (Coordinate with Utility Providers for Installation of New Vault Door/Lid), and the general notes indicated three locations where vault doors/lids are to be replaced. It appears that a total of two doors will be replaced for each of three vaults. Can the City confirm this is their intent? Response: This interpretation is correct. -------------- 2. The bid form indicates that the vault lids also need to be replaced, can you clarify the intent of this, can’t just the doors be replaced? Response: The steel vault doors are cast integrally with the concrete vault lids, and must be replaced when the doors are replaced. For the purpose of calculating the unit prices, the concrete vault lids are to be considered incidental to the steel vault doors. The total bid price provided for bid items 14 is to include the costs associated with replacement of a total of six doors as stated in the bid form as the bid quantity, and the three associated lids. -------------- 3. Can you provide information about the vaults that are to have their lids replaced? Response: See Drawing No. 272.V6.1 (page 4) provided by the PUD. For the Contractor’s reference, this drawing has been included in this document on the following page. -------------- 4. Can any precast supplier provide the new vault doors and lids? Response: No. As stated in the General Notes, the PUD requires these components be provided by either H2 Precast or Oldcastle Precast. PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov TOC TABLE OF CONTENTS BURNS ROAD PATHWAY – PHASES 1, 2, & 3 & NORTH RD. 93/POWERLINE PATHWAY CONTRACT NO: 20012; 21225; 21226; & 21306 INVITATION FOR BIDS .................................................................................................................................... AD-1 INFORMATION FOR BIDDERS: Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-4 Award of Contract ................................................................................................................................... IB-4 Prevailing Wage Requirements ................................................................................................................ IB-4 Bid Opening Procedures .......................................................................................................................... IB-5 Bid Schedule ............................................................................................................................................ IB-5 PROPOSAL: Bid Proposal .............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Non-Collusion Declaration ..................................................................................................................... NC-1 Prevailing Wage Rate Reference ......................................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-1 CONTRACT REGULATIONS: Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB-1 SPECIAL PROVISIONS City of Pasco Special Provisions .............................................................................................................. SP-1 WAGE RATES WA State Prevailing Wage Rates ..........................................................................................................SWR-1 Benefit Code Key .................................................................................................................................. BCK-1 L&I Policy Statement ............................................................................................................................... LI-1 CONSTRUCTION DRAWI NGS Information for Bidders Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-4 Award of Contract ................................................................................................................................... IB-4 Prevailing Wage Requirements ................................................................................................................ IB-4 Bid Opening Procedures .......................................................................................................................... IB-5 Bid Schedule ............................................................................................................................................ IB-5 IB 1 of 5 INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2020 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as “Standard Specifications,” hereby references are made a part of this contract as amended by the WSDOT and the APWA general special provisions as indicated and supplemented by the “Special Provisions.” Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 47408 Olympia, WA. 98504-7408 Any reference to the 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read 2021 Standard Specifications for Road, Bridge and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters, which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS All bidders must be qualified in accordance with Pasco Municipal Code (PMC) Chapter 14.15 'Qualification for Public Works Construction' as well as meet the mandatory bidder responsibility criteria in RCW 39.04.350(1). The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.15, who has not met the mandatory bidder responsibility criteria from RCW 39.04.350(1), or who has not downloaded the Bid Documents from www.cityofpascoplanroom.com. 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 IB 2 of 5 charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders in accordance with PMC 14.15 (Sec. 1- 02.1). The City of Pasco will conduct the bidding of this project through an online bidding process. The bidding will be done through a Plan Center Service, via www.cityofpascoplanroom.com/jobs/public, a secure online bidding platform. Bids shall be electronically submitted via the City of Pasco’s secure Plan Room. Any questions regarding bidding assistance or access/functionality shall be directed to Dustin Wittman at the City of Pasco at 509-545-3447 or wittmand@pasco-wa.gov. The proposal forms to be completed for the bid package include: • The Proposal (Sec. 1-02.6) • Subcontractor Disclosure (Sec. 1-02.6) • Bid Security (surety bond) • Non-Collusion Declaration • Prevailing Wage Rate Reference, • Mandatory Bidder Responsibility Checklist • Acknowledgement of any Addenda (Sec. 1-02.6) All bid prices shall be completed either in ink or be typewritten and shall contain the appropriate amounts in figures (Sec. 1-02.6). For bidders, a scanned copy of these completed proposal forms (Bid Package) shall be uploaded as part of the Bid via City of Pasco’s Plan Room. IB 3 of 5 An Excel version of the Bid Proposal will be available in the Plan Center for Bidder use. This is located in the ‘Specs’ tab on the City of Pasco Plan Room site: (https://www.cityofpascoplanroom.com). The spreadsheet is titled ‘Burns Road Pathway – Phases 1, 2, & 3 (&) North Rd. 93/Powerline Pathway (Locked).xls’. It is the Bidder’s responsibility to verify that the information entered in the Bid Proposal accurately reflects the Contractor’s Bid. Bidders are encouraged to submit an electronic version of their Excel bid proposal as part of the electronic bid package. Bid Bonds must be submitted via hard copy to the City Clerk’s Office at Pasco City Hall prior to the Bid submittal deadline. Per the following instructions: A. A Bid Bond for this project shall be submitted in a sealed envelope, either in person or mailed to the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301. Bonds will be accepted up until the hour of 2:00 PM on December 15, 2021. The sealed envelope must reference the project. B. If the Bidder is dropping off their Bid Bond in person, they shall drop off their bid at the City Clerk’s Office, located on the First Floor of Pasco City Hall, 525 N. 3rd Ave, Pasco, WA 99301. If a Bidder prefers to mail or ship their Bid Bond please address it to*: Pasco City Clerk’s Office Attn: Burns Road Pathway Bid – Bid Bond 525 N 3rd Ave (or) PO Box 293 Pasco, WA 99301 *Please note if it is mailed or shipped it must arrive by the 2:00pm deadline on December 15, 2021. C. Do not submit a Bid Proposal in the sealed Bid Bond envelope as the Bidding for this project will be completed at www.cityofpascoplanroom.com. The City will open the Bid Bond alongside Bids at the time of bid opening. Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or money order made payable to the ‘City of Pasco’ in the amount of equal to at least five percent (5%) of the total amount of the bid. Security deposited by an unsuccessful bidder will be returned as soon as practicable after the bid opening. For Bidding, failure to submit a completed scanned copy of the proposal forms and/or delivery of the originally signed required bid documents may be cause for rejection of the bid. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time IB 4 of 5 and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within sixty (60) days after the actual date of the opening thereof (Sec. 1-03.2). Bids will be accepted from Contractors who are eligible to perform services as governed by PMC 14.15, who meet the minimum qualifications of RCW 39.04.350(1), and who obtained original bid documents from www.cityofpascoplanroom.com. SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been 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 responsive, responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec 1-03.1): • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. • Reject any and all bids. • Republish the invitation for bids. PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub-contractors must follow the State’s Prevailing Wage requirements. The Contractor must submit the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub-contractors have not submitted the approved Intent form; nor may not release retainage until the Contractor and all sub-contractors have submitted the approved Affidavit forms. IB 5 of 5 The City requests that certified payroll for the Contractor and all sub-contractors be provided on a weekly basis. BID OPENING PROCEDURE Bids received prior to the bid submission deadline through the City of Pasco Plan Room be publicly opened and read aloud shortly after the 2:00pm deadline, in the Pasco City Council Chambers, located on the first floor of Pasco City Hall. Additionally, the Bid Opening will be available via a Microsoft Teams public webinar option. You can view the webinar from your computer, tablet or smartphone using the information below: City of Pasco Bid Opening Wednesday, December 15, 2021 at 2:00PM (PST) You will be able to join via your computer, tablet or smartphone. _____________________________________________________________________________ Microsoft Teams meeting Join on your computer or mobile app Click here to join the meeting Or call in (audio only) +1 323-676-6197,,607680114# United States, Los Angeles Phone Conference ID: 607 680 114# Find a local number | Reset PIN Learn More | Meeting options ______________________________________________________________________________ Attendees will be given an opportunity to ask questions towards the end of the bid opening, whether they are attending in-person or via the public webinar. BID SCHEDULE The proposal contains three (3) schedules. The determination of the low bid is based on base bid only. The City may elect to award one additive bid, both additive bids, or none of them. Proposal Bid Proposal .............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Non-Collusion Declaration ..................................................................................................................... NC-1 Prevailing Wage Rate Reference ......................................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-1 Contract Regulations Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB-1 Special Provisions City of Pasco Special Provisions .............................................................................................................. SP-1 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-1 INTRODUCTION TO THE SPECIAL PROVISIONS (December 10, 2020 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (June 26, 2020 City of Pasco GSP) (******) Project Specific Special Provisions Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • Pasco Municipal Code (PMC), A Codification of the General Ordinances of the City of Pasco, Washington Contractor shall obtain copies of these publications, at Contractor’s own expense. DESCRIPTION OF WORK (******) This project provides for the installation of a new pathway along the South side of Burns Road between Road 68 and Road 100 and Burns Road and Wellington Drive, including grading, fill, asphalt pavement, ADA ramp, gravel, signage, and striping. Existing utilities will need minor adjustments (replacing vault lids, relocating existing signs) and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-2 DIVISION 1 GENERAL REQUIREMENTS 1-01 Definitions and Terms Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the City publicly opens and reads the Bids. Award Date The date of the formal decision of the City to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the City officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the City has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the City accepts the Work as complete. (******) Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “City”. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-3 All references to the terms “State” or “state” shall be revised to read “City” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “City designated location”. All references to “certification of completed public improvements” shall be interpreted to mean the City form(s) by which final acceptance is granted. Public improvements shall be deemed accepted by the City one year from the date of certification. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the City, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the City may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1- 08.5. City Means the City of Pasco, a municipal corporation, as represented by its authorized officials, employees or agents, who is responsible for the execution and administration of the Contract. 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 Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Contractor The individual, partnership, firm, corporation, or joint venture under contract with the City, including but not limited to their employees, representatives, consultants, authorized officials, or agents, to perform the construction of the public works improvements, and any engineers hired by the before stated entity. City Inspector The Engineer’s representative who is responsible for inspecting the Contractor ’s performance in detail. Unless otherwise authorized by the City, the Inspector is not responsible for the execution and administration of the Contract. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-4 Notice of Award The written notice from the City to the successful Bidder signifying the City’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the City to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Standard Specifications The latest edition of Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation, and amendments, and the APWA GSP's for Division One that are, by this reference, made part of the Contract. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered part of the Contract. Special Provisions The Special Provisions supplement or modify the Standard Specifications and supersede any conflicting provisions of the Standard Specifications for Road, Bridge, and Municipal Construction and the appended amendments to the Standard Specifications and are made a part the Contract. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS Prequalification of Bidders Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-5 To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 2 Furnished automatically upon award. Contract Provisions 2 Furnished automatically upon award. Large plans (e.g., 22" x 34") 0 Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor’s own expense. 1-02.4(1) General (******) The first sentence of the fourth to last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business 3 business days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. The second sentence of the fourth to last paragraph is revised to read: Explanations, interpretations, or instructions given by anyone before the Award of a Contract that are not in the form of an Addendum will not be binding on the City. 1-02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. Proposal Forms (July 31, 2017 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 UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-6 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 City reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the City. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. Preparation of Proposal (******) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last three paragraphs, and replace them with the following: If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any Subcontractor to perform those items of work. If provided by the City in the bid documents, the Bidder shall submit the Certification of Wage Law Compliance form with their Proposal. If required, failure to return this certification as part of the Bid Proposal will make their Bid Nonresponsive and ineligible for Award. The Bidder shall make no stipulation on the Bid Proposal, 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 Proposal if any DBE 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 their Bid Proposal if any DBE requirements are to be satisfied through such an agreement. Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. City-assigned number for the project; 2. Name of the project; 3. The City named as obligee; City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-7 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. Delivery of Proposal (******) Delete this section and replace it with the following: Each Proposal shall be submitted in accordance with the direction provided in the Instructions to Bidders. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The City will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. If an emergency or unanticipated event interrupts normal work processes of the City so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the City resume. Withdrawing, Revising, or Supplementing Proposal (******) Delete this section, and replace it with the following: After submitting a Bid Proposal to the City, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The City receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the City before the time set for receipt of Bid Proposals. If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the City will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-8 entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the City and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. Irregular Proposals (October 1, 2020 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the City is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder’s completed DBE Utilization Certification that they are in agreement with the bidder’s DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the City; c. Receipt of Addenda is not acknowledged; City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-9 d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The City will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the City reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder’s compliance with the mandatory bidder responsibility criteria. If the City determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the City shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the City’s determination by presenting its appeal and any additional information to the City. The City will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the City will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the City’s final determination. Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the City may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the City 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, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-10 1-03 AWARD AND EXECUTION OF CONTRACT Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the City 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 City 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 City, will be used by the City for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the City. Within ten 10 calendar days after the award date, the successful bidder shall return the signed City-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 execution of the contract by the City, the successful bidder shall provide any pre-award information the City may require under Section 1-02.15. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-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 City. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the City may grant up to a maximum of five 5 additional calendar days for return of the documents, provided the City deems the circumstances warrant it. Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-11 separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on City-furnished form(s); 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. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the City against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, Subcontractors, or lower tier Subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the Subcontractors or lower tier Subcontractors of the Contractor) to pay all laborers, mechanics, Subcontractors, lower tier Subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 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(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). Judicial Review (November 30, 2018 APWA GSP) Revise this section to read: Any decision made by the City regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the City headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK Coordination of Contract Documents, Plans, Special Provisions, Specifications and Addenda (******) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-12 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. (5) Shaping and Compaction (******) Revise the first sentence of the first paragraph as follows: Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 90 percent of maximum density determined by the requirements of Section 2-03.3(14)D before the next succeeding layer of surfacing or pavement is placed. Changes (******) Supplement this section with the following: The Contractor is responsible for determining all work, scheduling and costs impacts caused by changes, and shall include such when proposing the price and time for the change. No subsequent requests for compensation or time will be accepted once the change has been approved or the protest period [Section 1-04.5] expires. No changes in the work covered by the approved Contract shall be made without having prior written approval of the City. Note that submittal review does not constitute approval of a change order. Changes shown on shop drawings or submittals only will not satisfy this requirement. Work performed before a change is approved is at the Contractor’s risk, and at the discretion of the City at the contractor’s expense. Variation in Estimated Quantities (******) Delete this section and replace it with the following: Payment to the Contractor will be made for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work. The quantities listed in the unit price Bid Proposal are estimates for bidding purposes only. There will be no adjustments in price due to increases or decreases in quantities regardless of the magnitude. The 25 percent provisions of WSDOT Standard Specification Section 1-04.6 (which is replaced by these special provisions) shall not apply to: All Bid Items. Payment will be made at the unit contract price for actual quantities of work completed. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-13 Differing Site Conditions (Changed Conditions) (******) Supplement this section with the following: Depths are approximate and provided for informational purposes only. Contractor shall verify the actual depths. Variation between the actual depth and the depth indicated on the construction plans shall not constitute a changed condition. The pipe diameters provided on the construction plans are the nominal pipe diameters. Contractor shall measure all actual pipe diameters and lengths prior to ordering any material. If a nominal pipe diameter is encountered that is different from the nominal diameter shown on the construction plans, payment shall be per the unit price established for the actual nominal pipe diameter. If no unit price is established for a given nominal pipe diameter, payment shall be per section 1-04.4. Final Cleanup (June 26, 2020 COP GSP) Delete this section and replace it with the following: The Contractor shall perform final cleanup as provided in this section to the City’s satisfaction. The date of acceptance will not be established until this is done. The material sites and all ground the Contractor occupied to do the work shall be left neat and presentable. The Contractor shall: 1. Remove all rubbish, surplus materials, discarded materials, falsework, temporary structures, equipment, and debris, and 2. Deposit in embankments, or remove from the project, all unneeded, oversized rock left from grading, surfacing, or paving. Partial cleanup shall be done by the Contractor when they feel it is necessary or when, in the opinion of the City, partial clean-up should be done prior to either major cleanup or final inspection. (June 26, 2020 COP GSP) Add the following new section: Waste Site Where there is additional waste excavation in excess of that needed for the project and in excess of that needed for compliance with requests of the City, the Contractor shall secure and operate their own waste site at their own expense. The Contractor shall also be required to secure and operate their own waste site at their own expense for the disposal of all unsuitable material, asphalt, concrete, debris, or waste material, and any other objectionable material which is directed to waste. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-14 The Contractor shall comply with the State of Washington's regulations regarding disposal of waste material as outlined in WAC 173-304, Subchapter 461. 1-05 CONTROL OF WORK Authority of the Engineer (June 26, 2020 COP GSP) Supplement this section with the following: Unless otherwise provided in the approved Contract, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the City’s right to reject the means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) in the City’s opinion will not produce finished work in accordance with the terms of the Contract. Approval of the Contractor's means and methods of construction or their failure to exercise their right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. (******) Add the following new section: 1-05.3(1) Project Record Drawings The Contractor shall maintain a neatly marked and legible red-lined set of plans and specifications, which shall be updated at a minimum on a weekly basis, with all field instructions, change orders, and construction adjustments. The Contractor ’s red-lined drawings/specifications shall be subject to the inspection of the City at all times. The red-lined set of plans shall include all as-built survey information required in the Contract. The responsibility of preparing and maintaining Record Drawings shall be performed or overseen by an experienced and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the City to modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings without further investigative effort. The Record Drawing markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: • Actual Dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations, both horizontally and vertically, of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-15 standards, vaults, width of roadways, sidewalks, landscaping area, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). Drawings shall be subject to inspection by the City at all times. Prior to acceptance of the work, the Contractor shall deliver to the City one set of neatly marked record drawings showing the information required above. Requests for partial payment will not be approved if the marked-up prints are not kept current, and request for final payment will not be approved until the fully complete marked-up prints are delivered to and accepted by the City. (******) Add the following new section: 1-05.3(2) Measurement The Bid item “RECORD DRAWINGS, MIN. BID $1,000.00” shall be measured as lump sum (LS). (******) Add the following new section: 1-05.3(3) Payment Payment will be made for each of the following Bid items that are included in the Proposal: “RECORD DRAWINGS”, lump sum (LS). The lump sum (LS) Contract price for “RECORD DRAWINGS, MIN. BID $1,000.00” shall be for the full compensation of materials, equipment, and labor necessary to complete a full set of Record Drawings as described in Section 1-05.3(1) of these Special Provisions, except for those costs included in other items which are included in this Subsection and which are included in the Proposal. Conformity With and Deviations from Plans and Stakes (******) Supplement this section with the following: Contractor Surveying - Roadway The Contractor shall be responsible for setting, maintaining, and resetting all primary survey control, alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-16 The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained by the Contractor, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Establish the primary horizontal and vertical control, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-17 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-18 When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. GPS systems may be used by the Contractor, but physical reference points shall be available for City Inspectors. Payment No separate payment will be made for Roadway Surveying. All costs associated with Roadway Surveying" will be considered incidental to other bid items. Any survey work required shall be performed by the Contractor at the Contractor’s expense. Inspections of Work and Materials (June 26, 2020 COP GSP) Supplement this section with the following: The City 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 Contractor shall provide a minimum two (2) business days of notice to the City to request inspections and/or testing, but in no case shall there be more than three (3) business days of notice. The request shall state the date and approximate time the inspection and/or test is requested. Should the Contractor request inspection and/or testing on short notice, the City will make every effort to accommodate the Contractor’s request but no guarantees shall apply. The Contractor shall prepare a project schedule and submit it to the City for review. The approved project schedule shall also be used as a guide for the Contractor to schedule inspections. The Contractor shall be prepared for Contractor-scheduled inspections. If over the duration of the Contract the Contractor fails more than twice to be prepared for Contractor- scheduled inspections or tests, all subsequent costs associated with re-mobilizing inspectors shall be borne by the Contractor. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-19 At the beginning of the project, or each applicable construction activity, the Contractor shall meet with City and establish a minimum 100 feet of product, in the field, which meets the specifications. This work includes: Survey staking and control, pavement cuts, utility trenches, trench bedding, pipe installation, backfill, patches, curb and gutter alignment, grade and finish, sidewalk finish, paving finish, and any other activities determined by the City to be important to the project. No major amount of work shall proceed until this is established. This does not waive the Contractor ’s requirements in the specifications for quality control or materials used. Inspections and testing are mandatory for acceptance of backfilling any utility trenches; placing base course and top course for streets; paving; placing sidewalks, curbs and gutters; storm, sewer and water line installation. Removal of Defective and Unauthorized Work (******) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the City, or fails to perform any part of the work required by the Contract Documents, the City may correct and remedy such work as may be identified in the written notice, with City forces or by such other means as the City may deem necessary. If the Contractor fails to comply with a written order to remedy what the City determines to be an emergency situation, the City may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation when, in the opinion of the City, 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 City 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 City from monies due, or to become due to the City by 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 City’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the City’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. Supplement this section with the following: (June 26, 2020 COP GSP) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-20 For new roadway/street construction and overlays, HMA work rejected shall require the replacement of the entire road or street width from block to block or as approved in writing from the City. 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. (June 26, 2020 COP GSP) Add the following new section: Means and Methods Unless otherwise provided in the Contract, the means and methods of construction shall be such as the Contractor may choose; subject, however, to the City’s right to reject means and methods proposed by the Contractor which (1) will constitute or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accordance with the terms of the Contract. The Consultant's or City’s approval of the Contractor's means and methods of construction or their failure to exercise their right to reject such means or methods shall not relieve the Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of such right to reject create a cause for action for damages. Guarantees (June 26, 2020 COP GSP) Delete this section and replace it with the following: If defective and unauthorized materials or work is discovered within the guarantee timeframe after the certification of completed public improvements date, the Contractor shall promptly, upon written request, return and in accordance with the instructions either correct such work, or if such work has been rejected, remove it from the Project Site and replace it with non-defective and authorized work, all without cost to the City. If the Contractor does not promptly comply with the written request to correct defective and unauthorized work, or if an emergency exists, the City reserves the right to have defective and unauthorized work corrected or rejected, removed, and replaced pursuant to the provisions of Section 1-05.7 of the Standard Specifications. Final Acceptance Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-21 Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the City, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the City 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 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-22 operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the contract. Add the following new section: 1-05.12(1) Warranty (******) The Contractor shall guarantee the work for a period of one year from the date of acceptance against defects in the work as described in the construction drawings and project specifications and otherwise set forth in the contract documents. Contractor shall start work to remedy such defects within seven (7) days of mailing notice of discovery thereof by the City and shall complete such work within a reasonable time. In emergencies where damage may result from delay or where loss of service may result, such corrections may be made by the City, in which case the cost shall be borne by Contractor. In the event Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and the cost of same shall be paid by Contractor. The Contractor shall be liable for any costs, losses, expenses or damages including consequential damages suffered by the City resulting from defects in the Contractor’s work. This includes, but is not limited to the cost of Engineering, inspection, and supervision by the City. The Contractor shall hold the City harmless from any and all claims which may be made against the City as a result of any defective work and the Contractor shall defend any such claims at their own expense. Warranty does not cover damage due to misuse by the City or conditions outside of the City or Contractor’s control or exceptional events (force majeure) including war, strikes, floods (water exceeding normal high water mark), rainfall in excess of 100 year storm event, fire, earthquakes, high winds (over 85 mph for 3 seconds peak gust), freezes below minus 10 degrees Fahrenheit (Eastern Washington), governmental restrictions, vandalism, and power failures or surges. The Contractor has control over workmanship, third party subcontractors and parts and materials used to complete the project. Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-23 Delete the sixth and seventh paragraphs of this section. Cooperation with Other Contractors (June 26, 2020 COP GSP) Supplement this section with the following: No additional compensation will be given to the Contractor for any coordination or delays caused by other nearby construction projects. Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. (******) Add the following new section: Water and Power Water Supply: The Contractor shall make necessary arrangements, and shall bear the costs for water necessary for the performance of the work. Water for use on the projects may be purchased from the City of Pasco, and the Contractor shall arrange for and convey the water from the nearest convenient hydrant or other source at their own expense. The hydrants shall be used in accordance with the City of Pasco Water Department regulations. If City water is used for any work related to a project, a fire hydrant meter and gate valve will need to be obtained from the City of Pasco to be used specifically for this project. The City will charge the Contractor for any water used during construction. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. The City reserves the right to deny the use of fire hydrants where deemed inappropriate by the City. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-24 Power Supply: The Contractor shall make necessary arrangements, and shall bear the costs for power necessary for the performance of the work. (June 26, 2020 COP GSP) Add the following new section: Oral Agreements The following new section shall be added to the Standard Specifications: No oral agreement or conversation with any officer, agent, or employee of the City, either before or after construction, shall affect or modify any of the terms or obligations contained in any of the City-approved documents. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by the City. 1-06 CONTROL OF MATERIAL Approval of Materials Prior to Use (******) Revise the first paragraph to read: Product substitution requests shall be submitted by the Contractor to the City in advance of associated submittals. Prior to purchasing any materials for use, the Contractor shall submit documentation to the City of all proposed material. The Contractor shall use the Request for Approval of Material (RAM) form, WSDOT Form 350-071, which shall be provided to the City as a submittal. Materials included in the WSDOT Qualified Products List (QPL) but not in the City’s Construction Standards will be taken under consideration by use of the RAM form. Submittal review is only for general conformance with the design concept and the information given in the Contract Documents. Submittal review and the associated comments do not constitute a complete verification of the submittal, and do not relieve the Contractor from compliance with the Contract Documents. Review and approval of a specific item shall not constitute review and approval of the associated assembly of which the item is a component. The Contractor is responsible for compatibility of assembly components. The Contractor is additionally responsible for: dimensions to be confirmed and coordinated at the jobsite; information that pertains solely to the fabrication process or to the means, methods, techniques, sequences and procedures of construction; coordination of the work with that of all other trades, and performing all work safely and with good workmanship. Any deviation from the Contract Documents by the Contractor shall be clearly noted. Any deviation not clearly identified as such in a reviewed submittal has not been reviewed. Any fabrications or other work performed in advance of the receipt of approved submittals shall be entirely at the Contractor’s risk and expense. Submittal Process City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-25 Processing Time Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on City’s receipt of submittal. No extension of the Contract time will be authorized because of failure to transmit submittals enough in advance of the work to permit processing, including resubmittals. 1. Initial Review: Allow ten (10) working days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. City will advise Contractor when a submittal being processed must be delayed for coordination. 2. Resubmittal Review: Allow five (5) working days for review of each resubmittal. Submittal Response The City will note the submittal status when responding to a submittal as follows: 1. Under Review 2. Approved: If the review indicates that the submittal appears to be in conformance with the Contract Documents, the submittal will be marked "APPROVED". The Contractor may begin implementing the work method or incorporating the material or equipment covered by the submittal. 3. Approved As Noted: If the review indicates that the submittal is insufficient or that limited corrections are required, the submittal will be marked "APPROVED AS NOTED". The Contractor may begin implementing the work method or incorporating the material or equipment covered by the submittal, in accordance with the noted corrections. Where submittal information will be incorporated in operation and maintenance plan, a corrected copy shall be provided within 30 days, otherwise no further action will be required. 4. Revise & Resubmit: If the review reveals that the submittal is substantially insufficient or contains incorrect data to an extent that requires revision and re-review by the District prior to proceeding with the associated work, the submittal will be marked "RESUBMIT" and returned to the Contractor. This indicated that the Contractor should not proceed with the relevant portion of work, at-risk or otherwise, until a revised submittal has been submitted, reviewed, and accepted by the District as either “APPROVED”, or “APPROVED AS NOTED.” 5. Rejected 6. N/A: If the review reveals that the submittal is not required by the Contract Documents, at the District’s discretion it may be returned by the District without action marked “N/A” This does not constitute review of the submittal, and is only communicating that District review of this submittal is not required by the Contract Documents. It is the Contractor ’s responsibility to follow up with the District if the Contractor needs approval of information in a submittal that was marked “N/A.” City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-26 The Contract for the Work, as awarded, shall be on the basis of adhering to specifications in the Contract Documents for Bid Items such as labor, materials, equipment, and/or procedures. Proposal by the Bidder for an “or-equal”, and/or “substitute”, to those items shall be approved by the City and identified by an Addendum. 1-06.2(1) Samples and Tests for Acceptance (******) Supplement this section with the following: The Contractor shall coordinate with the City and schedule all material and compaction testing required by these special provisions, which will be paid for by the City. All costs associated with subsequent testing due to failure to meet acceptance criteria will be paid by the Contractor. Roadway Subgrade The City will perform two (2) compaction tests for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet. The City may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Subgrade compaction shall be as specified for Roadway Embankment in Section 2-03.3(14)C, Method C. Ballast and Crushed Surfacing The City will perform two (2) compaction tests for the first ten thousand (10,000) square feet and one (1) test for each additional ten thousand (10,000) square feet. The City may request additional tests be performed at the Contractor's expense, if test results do not meet the required subgrade densities. Compaction of ballast and crushed surfacing shall be as specified in Section 4-04.3(5). Asphalt Pavement Asphalt paving may not occur until successful compaction test results are achieved for trench backfill, subgrade, embankment, ballast and crushed surfacing, as applicable. The City may request additional tests be performed at the Contractor's/Developer’s expense, if test results do not meet the required densities. Compaction of Hot Mix Asphalt pavement shall be as specified in Section 5-04.3(10). Cement Concrete Curb, Gutter, and Sidewalk A copy of the cement concrete design mix or certification from the concrete supplier that the concrete provided has been prepared to the strength requirements in Section 8-04.3(1). City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-27 All testing procedures shall be conducted in accordance with applicable Sections of Division 6-02 of the Standard Specifications and Sections 8-04 and 8-14 of these Special Provisions. 1-06.2(2) Statistical Evaluations of Materials for Acceptance (June 26, 2020 COP GSP) Delete Section 1-06.2(2). 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC Laws to be Observed (******) Supplement this section with the following: In cases of conflict between different safety regulations, the Contractor shall immediately notify the City and proceed with subsequent direction given by the City. For bidding purposes, assume the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall be solely responsible for compliance with Occupational Safety and Health Administration (OSHA) requirements on the jobsite. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor ’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the City to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor ’s safety measures in, on, or near the project site. The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall comply with all applicable federal, state, and local laws and requirements. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-28 Amend the second sentence of the first paragraph to read: The Contractor shall indemnify and save harmless the City of Pasco (including any agents, officers, employees, and representatives) against any claims that may arise because the Contractor (or any employee of the Contractor or Subcontractor or Material Supplier) violated a legal requirement. (May 13, 2020 WSDOT GSP, Option 4) Supplement this section with the following: In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these specifications, COVID-19 Health and Safety Plan (CHSP). State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The City 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 City 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 City 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 (June 27, 2011 APWA GSP) WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-29 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 (June 27, 2011 APWA GSP) 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 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 City, retail sales tax on the full contract price. The City 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 City 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 (June 27, 2011 APWA GSP) The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). Sanitation 1-07.4(2) Health Hazards (******) COVID-19 Health and Safety Plan (CHSP) The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The Contractor ’s CHSP shall adhere to the most current State and Federal requirements throughout the duration of the project. If the State and/or Federal requirements are revised, the CHSP shall be updated as necessary to conform to the current requirements. The CHSP shall be prepared by the Contractor prior to beginning physical Work and made visible at the job site. The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-30 conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP. The CHSP shall address the health and safety of all people associated with the project including State workers in the field, Contractor personnel, consultants, project staff, Subcontractors, suppliers and anyone on the project site, staging areas, or yards. The CHSP shall: 1. Identify all standards, guidance, publications, and sources on which it is based. Those standards may include references to the City’s current requirements, OSHA, WISHA, and CDC publications that current at the time the CHSP is prepared. 2. Identify a responsible individual from the Contractor who is responsible for implementation of the CHSP. The individual(s) contact information shall be listed in the CHSP. 3. Identify the specific project for which it is applicable, and if applicable, shall address project work areas outside the project limits such as staging areas and/or yards. 4. Identify the administrative and engineered controls necessary to maintain a safe site. This includes, but is not limited to: personal protective equipment (PPE) needed to protect workers from COVID-19, sanitation resources, screening stations, safety briefings, and controlling access. 5. Identify measures for screening and managing workers or visitors to that enter and leave the project site. The plan shall include procedures should a person exhibit symptoms of COVID-19 at the project site. 6. Identify how the plan will be updated as new work activities are added with each two- week look-ahead schedule. The CHSP updates shall identify the number of workers, crews, work tasks, and the degree of congestion or confinement workers will experience for the work activities in the two-week look-ahead schedule. 7. Include how the Contractor will ensure everyone on the site has been trained on the CHSP requirements. This includes Subcontractors, suppliers, and anyone on the project site. COVID-19 Health and Safety Plan (CHSP) Inspection The Contractor shall grant full and unrestricted access to the City for CHSP Inspections. The City will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the City becomes aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately (within 1 hour). The Contractor shall immediately remedy the noncompliance incident or suspend all or part of the associated work activity. The Contractor shall satisfy the City that the noncompliance incident has been corrected before the suspension will end. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-31 Environmental Regulations 1-07.5(1) General (******) Supplement this section with the following: 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 Responsibility for Work 1-07.13(1) General (******) Supplement this section with the following: The Contractor is responsible for constructing and completing all work included in the Contract in a professional manner with first-class workmanship. The Contractor shall keep the City of Pasco informed in writing of the address to which official correspondence is to be directed, the address and phone number of the person in charge of their field personnel, and the address and telephone number of the Contractor's representative who will be responsible and available outside of normal working hours for emergency repairs and the maintenance of traffic control and safety devices. 1-07.16(1) Private/Public Property (******) Supplement this section with the following: Existing utilities and access to utilities may be located within easements on private property. The City will assist the Contractor in gaining access to those existing utilities on private property by notifying property owners of the intent to access the property. The Contractor shall notify the City of any properties where access to an easement is required a minimum of three (3) working days in advance of needing the access. The Contractor shall be responsible to make arrangements for physical access and to remove or relocate any public or private improvements impacting the project specific work. All improvements that are removed or relocated shall be restored by the Contractor in accordance with this section. Utilities and Similar Facilities (******) Supplement this section with the following: It shall be the Contractor ’s responsibility to coordinate and schedule work with other local utility companies where the work may impact their operations and/or existing infrastructure. A list of contacts is provided below for informational purposes. Should any of the contacts City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-32 change throughout the duration of the project, the Contractor shall contact the City to obtain alternate contact information. The Contractor is responsible for coordination in advance of work with the contacts below to avoid delays. Benton Franklin Transit Richard Ciccone ciccone@bft.org 1000 Columbia Park Trail Richland, WA 99352 (509) 735-4131 (509) 735-1800 Fx Big Bend Electric Cooperative Duane Johnson admin@bbec.org PO Box 348 Ritzville, WA 99169 (866) 844-2363 (509) 659-1700 (509) 659-1404 Fx BNRR Jim Breene, Superintendent PO Box 1309 Pasco, WA 99301 Bonneville Power Admin. Stephanie Lorenz, Realty Specialist selorenz@bpa.gov Real Property Field Services 2211 N. Commercial Ave Pasco, WA 99301 (509) 544-4748 Cascade Natural Gas Arnie Garza arnie.garza@cngc.com 8311 W. Grandridge Blvd. Kennewick, WA 99336 (509) 735-7333 (509) 735-9141 Fx Century Link Tobias Mears tobias.mears@centurylink.com Sunnyside, WA (509) 839-6651 - Office (509) 305-7503 - Cell Charter Communications Antonio "Tony" Campos Antonio.Campos@charter.com 639 N. Kellogg Kennewick, WA 99336 (509) 572-0537 cell Corps of Engineers (509) 547-2048 (509) 547-6720 Fx Chiawana Park Reservations for Pavillion Janet (509) 547-2048 #8 Ice Harbor Lanelle Adams (509) 543-6060 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-33 Dept. of Natural Resources Mark Bonet 2211 Airport Rd. Ellensburg, WA 98926 FCID-Franklin County Irrigation District John Burns jburn@pocketinet.com PO Box 3907 Pasco, WA 99302 (509) 547-4912 (509) 545-1160 Fx Fire Department (Pasco) Chief Bob Gear GEARB@pasco-wa.gov 509-543-5701 Franklin County Engineering Dept. Craig Erdman, County Engineer publicworks@co.franklin.wa.us 3416 Stearman Ave. Pasco, WA 99301 (509) 545-3514 (509) 545-2133 Fx Franklin County PUD Aaron Gonzalez agonzalez@franklinpud.com PO Box 2407 Pasco, WA 99302 (509) 547-5591 (509) 547-4116 Fx Williams Pipeline Paul Fincher paul.m.fincher@williams.com 606 S. Oregon Ave. Pasco, WA 99301 (509) 544-9216 (509) 544-0866 Fx It shall be the Contractor's responsibility to investigate and verify the presence and location of all utilities prior to construction. The Contractor shall call for field location, no sooner than 5 business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal holiday. The phone number for the Northwest Utility Notification Center for Pasco is 1-800-424-5555 (or 811). If no one-number locator service is available, notice shall be provided individually by the Contractor to those owners known to or suspected of having underground facilities within the area of proposed excavation. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. In addition to the requirements of RCW 19.122, the Contractor shall use surface features and other evidence in determining the approximate utility location prior to excavation. The Contractor shall hand dig to expose known utilities. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-34 Where the location of the work is in proximity to overhead wires and power lines, the Contractor shall coordinate all work with the utility and shall provide for such measures as may be necessary for the protection of workmen. Only City personnel shall operate water system valves. Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The City reserves the right to approve or reject the insurance provided, based on the insurer’s financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor’s Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the City with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee acceptable to the City to assure financial responsibility for liability for services performed. D. The Contractor ’s Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the City’s insurance, self-insurance, or self-insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the City shall be excess of the Contractor ’s insurance and shall not contribute with it. E. The Contractor shall provide the City and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the City G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the City may, after giving five business days’ City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-35 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 City on demand, or at the sole discretion of the City, offset against funds due the Contractor from the City. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. (June 26, 2020 COP GSP) Supplement this section with the following: I. The Contractor shall obtain and maintain in full force and effect during the duration of the work public liability and property damage insurance in accordance with this section and as modified herein. J. Prior to start of construction, the Contractor shall furnish the City of Pasco a Certificate of Insurance and the additional insured endorsements as evidence of compliance with these requirements. This certificate shall name the City of Pasco, its employees, agents, elected and appointed officials, consultants, and all Subcontractors as “additional insureds” and shall stipulate that the policies named thereon cannot be canceled unless at least forty-five (45) days written notice has been given to the City of Pasco. The certificate shall not contain the following or similar wording regarding cancellation notification: “Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives.” 1-07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder’s Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein:  the City and its officers, elected officials, employees, agents, and volunteers  City’s hired independent testing agency The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, 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(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) SubContractors The Contractor shall cause each SubContractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-36 forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by SubContractors. The Contractor shall ensure that all SubContractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the City, the Contractor shall forward to the City evidence of insurance and copies of the additional insured endorsements of each SubContractor of every tier as required in 1-07.18(4) Verification of Coverage. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the City 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. Failure of City to demand such verification of coverage with these insurance requirements or failure of City to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor’s obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the City to be equivalent. 2. Copies of all endorsements naming City 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. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements – actual endorsements must be submitted. Upon request by the City, the Contractor shall forward to the City a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor’s maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the City’s recourse to any remedy available at law or in equity. All deductibles and self-insured retentions must be disclosed and are subject to approval by the City. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-37 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent Contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $2,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury each offence $1,000,000 Stop Gap / Employers’ Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers’ Compensation The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial Insurance laws of the State of Washington. Public Convenience and Safety (******) Supplement this section with the following: All work shall be carried out with due regard for public safety. For any open trenches, the Contractor shall provide proper barricades and adequate night-time illumination. At access points to public and private properties access shall be provided by the Contractor throughout the duration of construction unless otherwise approved by the City. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-38 The Contractor shall contact all resident, tenants, and property owners in the immediate vicinity of the scheduled work via door hanger or a mailing a minimum of seven (7) calendar days in advance of beginning work in the area. The door hanger or mailing shall be printed in both English and Spanish and shall contain the following information at a minimum: • Project Name • Description of the work being performed • Exact area to be affected by the work • Date work is to commence • Date work will be completed • Company name, contact person & phone number • Contractors local contact person name & local phone number • Contractors superintendent name & phone number (if different) • Services that may be impacted • Restrictions during work (such as advising against water usage) In addition, 24 hours in advance of a utility shut-down, the Contractor shall informing the resident or tenant of the time period of the possible interruption to the utility service and advise against water usage during this period. The notice shall be in the form of a door hanger printed in both English and Spanish. The Contractor shall submit both the 7-day notice and the 24-hour notice to the City for review prior to delivering any notice to a resident, tenant, or property owner. The Contractor shall be responsible to coordinate all construction efforts with the following entities: • Benton-Franklin Health District • Benton-Franklin Transit • Pasco School District • Pasco Fire Department • Pasco Police Department and all other law enforcement divisions • United States Postal Service • Basin Disposal Incorporated • City of Pasco Public Works and all other Utility owners/operators The Contractor must notify an affected property owner or occupant and the City immediately upon the accidental disruption of any public or private service. The disrupted service shall be restored the same day as the disruption occurred. 1-07.23(1) Construction Under Traffic (February 3, 2020 WSDOT GSP) Supplement this section with the following: Work Zone Clear Zone City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-39 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor’s operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10 40 mph 15 45 to 50 mph 10 55 to 60 mph 30 65 mph or greater 35 Minimum Work Zone Clear Zone Distance Rights of Way (******) Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor’s construction activities shall be confined within these limits, unless arrangements for use of private property are made. The City has obtained all rights of way and easements deemed necessary for the completed facility and direct construction work. 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 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-40 agreement obtained by the City 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 City. 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 City 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 City 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. The Contractor shall notify each property owner two (2) business days prior to entry. This includes entry onto easements and private property where private improvements must be adjusted. Rights of way and easements obtained by the City are not guaranteed to include the amount or location of land desired by the Contractor to support all of the Contractor’s activities. The Contractor shall be responsible for providing, without expense or liability to the City, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the City 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 City before the Completion Date will be established. (June 26, 2020 COP GSP) Add the following new section: Safety Standards All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that their work force, the City, and the public are adequately protected against any hazards. The City shall have the authority at all times to issue a stop work order at no penalty if, in their opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any responsibility to the City or Contractor for the identification of any or all unsafe conditions. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-41 (******) Add the following new section: Notifying Property Owners When construction activities cause there to be temporary or modified ingress and/or egress to a property along the project alignment, the Contractor shall be responsible for notifying the occupant(s) of the property three (3) business days prior to the work. If the Contractor is unable to contact the occupant(s), the Contractor shall leave written notification at least one (1) business day prior to the work. A copy of all notifications shall be provided to the City. 1-08 PROSECUTION AND PROGRESS Add the following new section: Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (******) Prior to the commencement of any work, a preconstruction conference shall be held. The Contractor shall contact the City and set a date and time for the meeting. It shall be the responsibility of the Contractor to notify and invite all parties having an interest in the project to the meeting, including the City, major subcontractors, Irrigation Districts, and all applicable private utilities. The Contractor shall ensure they understand all provisions and intentions of the work. The purpose of the preconstruction conference will be: 1. Overall scope 2. Order and coordination of work 3. Long lead time items 4. Means and methods of construction 5. Inspection and reporting procedures 6. To review the initial schedule; 7. To establish a working understanding among the various parties associated or affected by the work; 8. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 9. To establish normal working hours for the work; 10. To review safety standards and traffic control; and 11. To discuss such other related items as may be pertinent to the work. 12. To walk the project site and confirm which if any objects are to be removed and replaced. 13. Protection of features to remain in place for the duration of construction. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-42 14. Dust control equipment and procedures. The Contractor shall prepare and submit at least five (5) business days prior to the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Any proposed road or sidewalk closures shall be presented to the City at the preconstruction conference for consideration, including duration of closure. If approved, closures shall not extend beyond permitted duration. Should closures extend beyond the duration, road user delay costs shall be assessed to the Contractor and paid to the City of Pasco. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the City for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 5 business days prior to the day(s) the Contractor is requesting to change the hours. If the City approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non-Federal aid projects, requiring the Contractor to reimburse the City for the costs in excess of straight-time costs for City representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the City’s material testing lab; inspectors; and other City 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 Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-43 (******) Add the following new section: 1-08.0(3) Days of Work No work will be allowed on the following days unless pre-approval is obtained from the City: • New Years Day, Martin Luther King Jr., President’s Day, Memorial Day, July 4th, • Labor Day, Veteran’s Day, Thanksgiving and the day after, Christmas and the day after. • If any of the above days falls on a Saturday, the preceding Friday. If any of the above days falls on a Sunday, the following Monday. • All Saturdays and Sundays. Requests to work on any of the days listed above must be made in writing by the Contractor to the City for review no less than two weeks prior to the event and include the reason for the request. Approval of any such request is not guaranteed. If approval is given, each day may be counted as a working day at the discretion of the City. Subcontracting (May 30, 2019 APWA GSP, Option B) Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”. 1-08.3(1) General Requirements (******) Supplement this section with the following: Items in the schedule shall be arranged in the order and sequence in which they will be performed. The schedule shall be drawn to a time scale, using an appropriate measurement per day with weekends and holidays indicated. The schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any change order which substantially affects the schedule. Copies (2 prints or 1 reproducible) of newly updated schedules shall be provided to the City. When the Contract Work has progressed to Substantial Completion as defined in the Contract, the City may determine that the work is Substantially Complete. The City will notify the Contractor in writing of the Substantial Completion Date. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the City, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-44 Revise this section to read: The Contractor shall submit 2 copies of a Type A Progress Schedule to the City no later than 5 business days prior to the preconstruction conference, or some other mutually agreed upon time. The schedule shall be in a format acceptable to the City. The City may at their discretion allow a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.3(2)D Weekly Look-Ahead Schedule (******) Supplement this section with the following: At the discretion of the City, a weekly meeting between representatives of the City (e.g. inspector and/or engineer) and Contractor (foreman, supervisor, and/or project manager) shall be held at the project site or at City Hall at a pre-determined time. The Contractor shall present an update on project status, project schedule, and any problems that have arisen. Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the City. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the City to inspect the fence. No other work shall be performed on the site until the City has accepted the installation of high visibility fencing, as described in the Contract. 1-08.4(5) Payment (******) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-45 ADD paragraphs to this section to read: Ped. Ramp bid items shall be measured as “Each” and will consist of the entirety of concrete curb, gutter, and concrete sidewalk shown on the plans around the new ramps. Any associated asphalt sawcutting and asphalt patching will be considered incidental and will not be paid under a separate item. Ped. Ramp Type Perp A. & Detectable Warning Surfaces, per each. Time for Completion Supplement this section with the following: (March 13, 1995 WSDOT GSP) This project shall be substantially completed within 40 working days from notice to proceed (for the base bid). If Additive Bid Schedule A is awarded, 15 additional working days are to be added to the contract duration. If additive Bid Schedule B is awarded, 10 additional working days are to be added to the contract duration. (November 30, 2018 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the City declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the City, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day unless otherwise approved by the City in writing. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor ’s obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-46 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the City to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Material Acceptance Certification Documents c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all Subcontractors f. A co py of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the City in accordance with Section 8-01.3(16). g. Property owner releases per Section 1-07.24 1-09 MEASUREMENT AND PAYMENT 1-09.2(5) Measurement (May 2, 2017 APWA GSP) Revise the first paragraph to read: Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work. Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer’s determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-47 The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown for that item, or absent such a breakdown, based on the Engineer’s determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the City for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the City that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.11(3) Time Limitation and Jurisdiction (November 30, 2018 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the City arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the City; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the City headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the Contractor ’s failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the City arising from the Contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or action. 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-48 Delete this section and replace it with the following: The Contractor and the City mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-10 TEMPORARY TRAFFIC CONTROL (******) Supplement this section with the following: The provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways and corresponding amendments published by the U.S. Department of Transportation, Federal Highway Administration, and WSDOT by this reference are made a part of these Contract Documents. 1-10.1(2) Description (******) Supplement this section with the following: All signs, barricades, traffic control devices, and labor for traffic control required for construction activities shall be supplied, placed, and maintained by the Contractor. This shall apply to detours and traffic control both within and outside the limits of the project. The Contractor shall prepare and submit a Traffic Control Plan (TCP) to the City for review. The TCP shall include mention of any trenches to remain open overnight and the Contractor’s plan to maintain access to public and private property throughout construction. The TCP shall minimize interruption and inconvenience to pedestrian and vehicular traffic. Construction is to occur during the school year. Two-way traffic shall be maintained at all times, and provisions shall be made for two-way cueing for parents dropping or picking up their children from school. The Contractor shall make all arrangements to implement the TCP, and shall implement the TCP at the Contractor’s expense. If the Contractor fails to implement their approved TCP, the City may notify the Contractor. If this notification occurs, the Contractor shall immediately remedy the non-conformance. If the Contractor fails to do this, the City shall be at liberty to remedy the non-conformance without assuming liability and without further notice to the Contractor. Liability for implementation of the TCP is the sole responsibility of the Contractor. The costs associated with the City implementing the Contractor’s TCP may be deducted by the City from monies due to the Contractor, or the City may request payment from the Contractor. Any traffic restriction must have prior approval of the City of Pasco Engineering Division. Appropriate traffic control measures and signage are required during temporary road closures. It shall be the responsibility of the Contractor to secure the City’s approval for any desired road closure and associated traffic control plan including detours. Following approval, the Contractor shall notify the City of Pasco, and the Police and Fire Departments, Pasco School City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-49 District, Basin Disposal, and Benton Franklin Transit at least 1 business day prior to closing any street. When the street is re-opened, it shall again be the responsibility of the Contractor to notify the above named departments and persons. Traffic Control Management 1-10.2(1) General (January 3, 2017 WSDOT GSP) Supplement this section with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545 135th Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.2(1)B Traffic Control Supervisor (******) The last paragraph is revised to read: The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 1- 10.3(1)B Other Traffic Control Labor, however, all compensation shall be included in the lump sum bid price for Project Temporary Traffic Control. If TCS duties are not being performed to the satisfaction of the Engineer, this provision will be revoked. 1-10.3(3)D Barricades (******) Supplement this section with the following: Open trenches shall be provided with proper barricades and at night they shall be distinctly indicated by adequately spaced lights. Measurement City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-50 1-10.4(1) Lump Sum Bid for Project (No Unit Items) (August 2, 2004 WSDOT GSP) Supplement this section with the following: The proposal contains the item “Project Temporary Traffic Control”, lump sum. The provisions of Section 1-10.4(1) shall apply. END DIVISION 1 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-51 DIVISION 2 EARTHWORK 2-07 WATERING Description (******) Supplement this section with the following: The Contractor shall be solely responsible for dust control and shall protect motoring public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust, by the most appropriate means necessary. The Contractor shall be responsible for any claims for damages and shall protect and defend the City from any and all such claims. When directed by the City, the Contractor shall provide dust control within two hours of such order and have equipment and manpower available at all times including weekends and holidays to respond to orders for dust control measures. The Contractor shall take special precautions to control dust at all times throughout the entire project. This also includes watering on weekends and holidays. Watering, or other approved dust control measures will be required whenever dust conditions are present on the roadway, on adjacent streets when dust results from construction activities, and on cut and fill slopes as determined by the City. The Contractor shall obtain their own source of water at their expense unless otherwise indicated in the bid documents. No separate payment will be made for dust control. (******) Add the following new section: Watering for Compaction Contractor shall provide watering as necessary to achieve optimal moisture content for compaction. Cost for watering shall be incidental to the contract. The Contractor shall coordinate with the water purveyor to provide a meter setup for construction water, if a source is available. The maximum flow rate allowed from this meter may be restricted at the purveyor’s discretion. The Contractor is responsible for protection of the meter assembly from theft, vandalism, damage, and freezing. Measurement (******) Supplement this section with the following: There will be no separate measurement for dust control and watering (e.g. compaction) operations by the Contractor. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-52 Payment (******) Supplement this section with the following: All costs for dust control and watering (e.g. compaction) operations shall be incidental to other Bid items. 2-11 TRIMMING AND CLEANUP Construction Requirements (June 26, 2020 COP GSP) Supplement this section with the following: 7. Restore all grass area affected by construction with sod and in accordance with the City of Pasco Construction Standards. 8. Restore all landscaping rock, mulch, and bark with the same materials as existed prior to construction. Where the same materials are not readily available, the Contractor shall coordinate with the City prior to removing said materials to determine if said materials should be salvaged for reuse, or if new similar materials should be provided. 9. Restore the site and offsite areas affected by the work to their original condition or better and to the satisfaction of the City and the adjoining homeowners. END DIVISION 2 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-53 DIVISION 4 BASES 4-04 BALLAST AND CRUSHED SURFACING Construction Requirements 4-04.3(5) Shaping and Compaction (June 26, 2020 COP GSP) Supplement this section with the following: The Contractor shall notify the City when they are ready for in-place ballast, base course, or top course density tests. Placement of successive courses of aggregate or asphalt concrete shall not proceed until density requirements are met. All costs associated with failed tests/testing shall be the responsibility of the Contractor. 4-04.3(12) 3” to 6” Round River Rock (******) ADD the new following section: 3” to 6” Round River Rock is to consist of landscape grade 3” to 6” rock in size as provided by Eagle Rock LLC located in Kennewick, WA or City approved equivalent product. Measurement (******) Supplement this section with the following: The Bid item “CRUSHED SURFACE BASE COARSE (CSBC)” shall be measured by the ton (TON) of material placed to the specified depth and compaction, except where used underneath concrete sidewalk, apron, curb, and gutter, in which case it is incidental to other bid items and no separate payment for this item shall be made. The Bid item “3” TO 6” ROUND RIVER ROCK” shall be measured by the ton (TON) of material placed to the specified depth. Payment (******) Supplement this section with the following: City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-54 Payment will be made for each of the following Bid items that are included in the Proposal: “CRUSHED SURFACE BASE COARSE (CSBC)”, per ton (TON). The unit Contract price per ton (TON) for “CRUSHED SURFACE BASE COARSE (CSBC)” shall be full compensation for all costs, including materials, equipment, and labor, incurred to carry out the requirements of Section 4-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. END DIVISION 4 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-55 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT (July 18, 2018 APWA GSP, Unless Otherwise Noted) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: Description 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. Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract Documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the City. If the documents do not establish the furnishing of any of these mineral materials by the City, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-56 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the City when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the Contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2(1)A Vacant 5-04.2(2) Mix Design – Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the Contractor shall provide one of the following mix design verification certifications for City review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-57 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & sig-nature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the City for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to describe the proposed additive and process. Construction Requirements City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-58 5-04.3(1) Weather Limitations (June 26, 2020 COP GSP) Revise this entire section from the APWA GSP and replace it with the following: HMA shall not be placed on any traveled way beginning October 1st through March 31st of the following year without written approval from the City. Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F without written approval of the City. HMA shall not be placed on any wet surface, or when the average surface temperatures are less than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the bituminous mixtures. Any exceptions to the above and following limitations will not be allowed without the written approval of the City. Wind (mph) Ambient 0F Surface 0F (Minimum) Precipitation 0-5 45° 40° Not Measurable 5-10 50° 40° Not Measurable 10-15 55° 40° Not Measurable 15+ 60° 45° Not Measurable 1. If the weather criteria are met, the Contractor shall complete the entire panel or lane with no transverse joints. 2. If meteorological conditions change after starting, construction shall be monitored by the City and require their approval. 3. HMA shall not be placed on ground that is frozen. The weather guide shall be the “National Weather Service” zone forecast for the Lower Columbia Basin, Washington at www.wrh.noaa.gov/. The wind speed shall be the current conditions at the Tri-Cities Airport, available at the website above. 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-59 Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(2)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the City as provided for in Section 3-01.2(2). City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-60 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(2)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. (June 26, 2020 COP GSP) Supplement this section with the following: Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous paving operation at proper HMA mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations is provided. 5-04.3(2)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the City. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-61 be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(2)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless other-wise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-62 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(2)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(3) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-63 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. (June 26, 2020 COP GSP) Supplement this section with the following: Overlays and Utility Patches Edges of asphalt and curb edge shall be tack coated. Prior to paving utility trenches, the edges of the trenches shall be saw-cut parallel to the center of the street leaving long straight edges. Should any undermining occur on existing adjacent pavement, the Contractor shall neatly cut the pavement 6 inches beyond the undermined area. The City may waive all or a portion of the saw cutting requirement if the original street cut is straight and not damaged. 5-04.3(3)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-64 placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width – fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: A. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. B. Cracks greater than 1 inch in width – fill with sand slurry. (June 26, 2020 COP GSP) Add the following new section: 5-04.3(3)B Soil Residual Herbicide The Contractor shall apply one application of an approved soil residual herbicide on areas where hot mix asphalt is applied. The requirements of Section 8-02.3(2)A shall apply to this application. The application of herbicide shall precede paving by no more than 24 hours. 5-04.3(3)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. 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 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-65 Contractor’s operations shall be repaired by the Contractor to the City’s satisfaction. All costs associated with that pavement repair shall be at the expense of the Contractor. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the City Unless otherwise shown in the Plans or determined by the City, excavate to a depth of 1.0 feet. The City will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise 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(4). 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 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the City. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. (June 26, 2020 COP GSP) Supplement this section with the following: After the completion of trench and patch repairs, the Contractor shall seal all joints with CSS-1 and dry paving sand. 5-04.3(4) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(4)A Vacant 5-04.3(5) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti- stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-66 by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the City. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(6) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed 0.30 feet. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5-04.3(7) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-67 5-04.3(8) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-68 a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(8)A Vacant 5-04.3(8)B Vacant 5-04.3(8)C Mixture Acceptance – Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the City by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH-TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing Testing of HMA for compliance of Va will at the option of the City. If tested, compliance of Va will use WSDOT SOP 731. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-69 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the City will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation – Retests City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-70 The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3(9)D Mixture Acceptance – Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. (June 26, 2020 COP GSP) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-71 Supplement this section with the following: The test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Two (2) density tests shall be taken within the first one hundred (100) tons of asphalt delivered to the site each day and one (1) every 100 tons thereafter for the remainder of the day. If the asphalt fails any test, the City will require additional testing to determine the extent of the failure and more frequent tests may be required on additional asphalt. Testing and samples shall be in accordance with Section 1-06.2(1). In addition to randomly selected density test locations, the City may also isolate any area that is suspected of being defective in relative density, and may require additional testing at the Contractor ’s expense. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the City. (June 26, 2020 COP GSP) Revise this section from the APWA GSP and replace it with the following: Test Results HMA testing shall be pre-arranged and oil content results reported within two (2) hours of sampling. Initial reports may be by phone, subsequent written documents shall be submitted to the City prior to the next day’s paving shift. 5-04.3(9)A HMA Compaction – General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(9)B HMA Compaction – Cyclic Density (******) City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-72 Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. The City may evaluate the HMA pavement for low cyclic density at their discretion, and when doing so will follow WSDOT SOP 733. Should the City accept a section of pavement with low cyclic density areas, a Cyclic Density Price Adjustment may be assessed at the discretion of the City. 5-04.3(9)C Vacant 5-04.3(9)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the City dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-73 compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(10) Reject Work 5-04.3(10)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1- 06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(10)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(10)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the City. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(10)D Rejection - A Partial Sublot City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-74 In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(10)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(10)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(10)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(11) Joints 5-04.3(11)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-75 approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. (June 26, 2020 COP GSP) Supplement this section with the following: All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the abutting edge, free of coarse material at the surface, and neat in appearance. The Contractor shall use panel widths that minimize longitudinal pavement joints. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in section 5-04.3(12)B1 and the following requirement: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(12) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than ⅛ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-76 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5- 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(13)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1- 10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-77 d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals –HMA Paving Plan The Contractor must submit a separate paving plan to the Engineer at least 5 Working Days in advance of each operation’s activity start date. This plan must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s paving. Briefly describe the sequencing of traffic control consistent with the proposed paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s paving. 2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of paving, and intended area of paving for each day’s work, must include the directions of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-78 notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other Contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for Paving Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other con- tractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-79 operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. END DIVISION 5 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-80 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL Construction Requirements (******) Supplement this section with the following: The Contractor shall take all necessary precautions and utilize the Department of Ecology’s (DOE) Best Management Practices to prevent sediment and fugitive dust from construction activities from entering into storm water systems, natural waterways, or environmentally sensitive areas and from otherwise being carried away from the construction area by storm water or air. Temporary erosion protection shall be furnished, installed, and maintained for the duration of this Project to protect environmentally sensitive areas, sloped surfaces, adjacent areas and/or water bodies or conveyance systems. Temporary erosion protection may include the use of straw, jute matting, wattles, heavy plastic sheeting, or other forms of ground cover on areas disturbed by construction and catch basin inserts for catch basins down-slope from the construction. Sloped surfaces shall be restored and protected in such a manner that surface runoff does not erode the embankments, slopes, or ground surfaces, nor create surface channels, or ruts. Add the following new section: 8-01.3 (17) Protection of Underground Utilities (******) An in-service 24” diameter PIP (thin walled) irrigation pipe is underneath a portion of this project. Pipe was intended to be installed with 30 inches of cover, but due to installation tolerances and the evolving nature of the sand shoulder existing cover is unknown and may vary substantially along the project alignment. The Contractor shall take all required measures to prevent damage to this pipe. During construction, the Contractor shall use only static rollers (not vibratory rollers). The Contractor shall select equipment for use on the project that, with proper use, will not damage buried the buried irrigation line. The Contractor shall take all required measures to ensure that their crews are aware of the irrigation line location, and perform their work in such a way as to prevent damage to the irrigation line. Compaction requirements have been reduced to make it easier for the Contractor to perform the work. Note that the South lane of Burns Road may be closed, at the Contractor’s option, if desired as a means of performing the work. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-81 Measurement (******) Supplemented this section with the following: The work associated with “EROSION/WATER POLLUTION CONTROL” shall be incidental to other bid items. The work associated with protection of the existing irrigation pipe shall be incidental to other bid items. Payment (******) Supplement this section with the following: No specific payment shall be made for work associated with “EROSION/WATER POLLUTION CONTROL.” This work will be considered incidental to other bid items. No specific payment shall be made for work associated with protecting the existing irrigation pipe. This work will be considered incidental to other bid items. City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-82 8-14 PAVEMENT MARKING Description (June 26, 2020 COP GSP) Supplement this section with the following: This work includes temporary pavement markings as described in the Plans. Materials Supplement this section with the following: Arrows, letters, symbols, stop lines, and crosswalks shall be Type B – Pre-formed Fused Thermoplastic. All lines shall be Type A – Liquid Hot Applied Thermoplastic. Striping material type may vary only with written approval from the City. 8-26 PAVED TRAIL (******) 8-26.1 Description This work consists of furnishing materials, equipment, and labor, and installing materials to construct a paved trail, typically 12’ in width, in accordance with details shown in the Plans and these Specifications and in conformity to lines and grades shown in the Plans or as established by the Engineer. 8-26.2 Materials Materials shall meet the requirements of the following sections: Hot Mix Asphalt, 3/8" inch Class PG 64-28 5-04 Crushed Surfacing Base Course 9-03.9(3) Crushed Surfacing Top Course 9-03.9(3) 8-26.3 Construction Requirements Paved Trail shall follow the requirements of 5-04.3, HMA Construction Requirements. Crushed Surfacing shall be compacted as specified in the detail in the Plans. The top of the sub grade shall be “Blue Topped” on each edge at intervals not exceeding 50 linear feet at the lines and grades shown in the Plans. The top of the Crushed Surfacing Top Course shall be “Blue Topped” on each edge at intervals not exceeding 50 linear feet at the lines and grades shown in the Plans. 8-26.4 Measurement HMA Cl 3/8” PG 64-28 will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-83 component of the HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), the material removed will not be measured. Crushed Surfacing Base Course delivery, placement, spreading, leveling, watering, and compaction will be measured per “ton”. 8-26.5 Payment Payment will be made for the Bid item “HMA Cl 3/8in PG 64-28”, per ton END DIVISION 8 City of Pasco November 2021 BURNS RD PATHWAY PH1, PH2, PH3, N. RD. 93/POWERLINE PATH SP-84 DIVISION 9 MISCELLANEOUS CONSTRUCTION 9-03 EROSION CONTROL AND WATER POLLUTION CONTROL (3) Crushed Surfacing (******) Delete the second-to-last sentence in this section and replace it with the following. Note that this section applies to both crushed surfacing base coarse and crushed surfacing top coarse. The fracture requirement shall be all faces for all material sizes in accordance with FOP for AASHTO T 335. Import Fill (New Section) Import fill shall meet or exceed the quality of native material onsite, and shall meet at a minimum the requirements of 9-03.14(3) Common Borrow (Option 1). A representative sample of the proposed import fill material will be submitted by the Contractor to the City for review. Note that a possible sources of borrow exist in close proximity to the project site. Wage Rates WA State Prevailing Wage Rates ..........................................................................................................SWR-1 Benefit Code Key .................................................................................................................................. BCK-1 L&I Policy Statement ............................................................................................................................... LI-1 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 12/15/2021 County Trade Job Classification Wage Holiday Overtime Note *Risk Class Franklin Asbestos Abatement Workers Journey Level $44.04 5D 1H View Franklin Boilermakers Journey Level $70.79 5N 1C View Franklin Brick Mason Journey Level $53.34 5A 1M View Franklin Building Service Employees Janitor $13.69 1 View Franklin Building Service Employees Shampooer $13.69 1 View Franklin Building Service Employees Waxer $13.69 1 View Franklin Building Service Employees Window Cleaner $13.69 1 View Franklin Cabinet Makers (In Shop)Journey Level $13.69 1 View Franklin Carpenters Acoustical Worker $51.25 7E 4X 8N View Franklin Carpenters Bridge, Dock & Wharf Carpenter $52.25 7E 4X 8N View Franklin Carpenters Floor Layer & Floor Finisher $51.25 7E 4X 8N View Franklin Carpenters Form Builder $51.25 7E 4X 8N View Franklin Carpenters General Carpenter $51.25 7E 4X 8N View Franklin Carpenters Heavy Construction Carpenter $56.71 7E 4X 9E View Franklin Carpenters Scaffold/Shoring Erecting & Dismantling $56.71 7E 4X 8N View Franklin Cement Masons Journey Level $46.83 7B 1N View Franklin Divers & Tenders Assistant Tender $59.01 7E 4X View Franklin Divers & Tenders Dive Supervisors $109.30 7E 4X View Franklin Divers & Tenders Diver $107.80 7E 4X 8V View Franklin Divers & Tenders Diver on Standby $62.82 7E 4X View Franklin Divers & Tenders Diver Tender $61.82 7E 4X View Franklin Divers & Tenders Diving Master $73.32 7E 4X View Franklin Divers & Tenders Manifold Operator $61.82 7E 4X View Franklin Divers & Tenders Manifold Operator Mixed Gas $65.82 7E 4X View Franklin Divers & Tenders Remote Operated Vehicle Operator $61.82 7E 4X View Franklin Divers & Tenders Remote Operated Vehicle Tender/Technician $59.01 7E 4X View Franklin Divers & Tenders Surface RCV & ROV Operator $61.82 7E 4X View Franklin Dredge Workers Assistant Engineer $73.62 5D 3F View Franklin Dredge Workers Assistant Mate (Deckhand)$73.05 5D 3F View Franklin Dredge Workers Boatmen $73.62 5D 3F View Franklin Dredge Workers Engineer Welder $75.03 5D 3F View Franklin Dredge Workers Leverman, Hydraulic $76.53 5D 3F View Franklin Dredge Workers Mates $73.62 5D 3F View Franklin Dredge Workers Oiler $73.05 5D 3F View Franklin Drywall Applicator Journey Level $51.25 7E 4X 8N View Franklin Drywall Tapers Journey Level $46.18 7E 1P View Franklin Electrical Fixture Maintenance Workers Journey Level $13.69 1 View Franklin Electricians - Inside Cable Splicer $76.01 5A 1E View Franklin Electricians - Inside Journey Level $73.42 5A 1E View Franklin Electricians - Inside Welder $78.60 5A 1E View Franklin Electricians - Motor Shop Craftsman $15.37 1 View Franklin Electricians - Motor Shop Journey Level $14.69 1 View Franklin Electricians - Powerline Construction Cable Splicer $82.39 5A 4D View Franklin Electricians - Powerline Construction Certified Line Welder $75.64 5A 4D View Franklin Electricians - Powerline Construction Groundperson $49.17 5A 4D View Franklin Electricians - Powerline Construction Heavy Line Equipment Operator $75.64 5A 4D View Franklin Electricians - Powerline Construction Journey Level Lineperson $75.64 5A 4D View Franklin Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View Franklin Electricians - Powerline Construction Meter Installer $49.17 5A 4D 8W View Franklin Electricians - Powerline Construction Pole Sprayer $75.64 5A 4D View Franklin Electricians - Powerline Construction Powderperson $56.49 5A 4D View Franklin Electronic Technicians Journey Level $46.20 5I 1B View Franklin Elevator Constructors Mechanic $100.51 7D 4A View Franklin Elevator Constructors Mechanic In Charge $108.53 7D 4A View Franklin Fabricated Precast Concrete Products Journey Level $13.69 1 View Franklin Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $13.69 1 View Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View Franklin Flaggers Journey Level $41.94 7B 1M 8Z View Franklin Glaziers Journey Level $35.56 7L 4L View Franklin Heat & Frost Insulators And Asbestos Workers Journey Level $55.24 5K 1U View Franklin Heating Equipment Mechanics Journey Level $68.81 5A 1X View Franklin Hod Carriers & Mason Tenders Journey Level $44.89 7B 1M 8Z View Franklin Industrial Power Vacuum Journey Level $13.69 1 View Cleaner Franklin Inland Boatmen Journey Level $13.69 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $13.69 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $13.69 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $13.69 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $13.69 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $13.69 1 View Franklin Insulation Applicators Journey Level $51.25 7E 4X 8N View Franklin Ironworkers Journeyman $65.91 7N 1O View Franklin Laborers Air And Hydraulic Track Drill $44.58 7B 1M 8Z View Franklin Laborers Asphalt Raker $44.58 7B 1M 8Z View Franklin Laborers Asphalt Roller, Walking $44.31 7B 1M 8Z View Franklin Laborers Brick Pavers $44.04 7B 1M 8Z View Franklin Laborers Brush Hog Feeder $44.04 7B 1M 8Z View Franklin Laborers Brush Machine $44.58 7B 1M 8Z View Franklin Laborers Caisson Worker, Free AIr $44.58 7B 1M 8Z View Franklin Laborers Carpenter Tender $44.04 7B 1M 8Z View Franklin Laborers Cement Finisher Tender $44.31 7B 1M 8Z View Franklin Laborers Cement Handler $44.04 7B 1M 8Z View Franklin Laborers Chain Saw Operator & Faller $44.58 7B 1M 8Z View Franklin Laborers Clean-up Laborer $44.04 7B 1M 8Z View Franklin Laborers Compaction Equipment $44.31 7B 1M 8Z View Franklin Laborers Concrete Crewman $44.04 7B 1M 8Z View Franklin Laborers Concrete Saw, Walking $44.31 7B 1M 8Z View Franklin Laborers Concrete Signalman $44.04 7B 1M 8Z View Franklin Laborers Concrete Stack $44.58 7B 1M 8Z View Franklin Laborers Confined Space Attendant $44.04 7B 1M 8Z View Franklin Laborers Crusher Feeder $44.04 7B 1M 8Z View Franklin Laborers Demolition $44.04 7B 1M 8Z View Franklin Laborers Demolition Torch $44.31 7B 1M 8Z View Franklin Laborers Dope Pot Fireman, Non- mechanical $44.31 7B 1M 8Z View Franklin Laborers Driller Helper (when Required To Move & Position Machine) $44.31 7B 1M 8Z View Franklin Laborers Drills With Dual Masts $44.86 7B 1M 8Z View Franklin Laborers Dry Stack Walls $44.04 7B 1M 8Z View Franklin Laborers Dumpman $44.04 7B 1M 8Z View Franklin Laborers Erosion Control Laborer $44.04 7B 1M 8Z View Franklin Laborers Final Detail Cleanup (i.e, Dusting, Vacuuming, Window $41.94 7B 1M 8Z View Cleaning; Not Construction Debris Cleanup) Franklin Laborers Firewatch $44.04 7B 1M 8Z View Franklin Laborers Form Cleaning Machine Feeder, Stacker $44.04 7B 1M 8Z View Franklin Laborers Form Setter, Paving $44.31 7B 1M 8Z View Franklin Laborers General Laborer $44.04 7B 1M 8Z View Franklin Laborers Grade Checker $46.57 7B 1M 8Z View Franklin Laborers Grout Machine Header Tender $44.04 7B 1M 8Z View Franklin Laborers Guard Rail $44.04 7B 1M 8Z View Franklin Laborers Gunite $44.58 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level A) $44.86 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level B) $44.58 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level C) $44.31 7B 1M 8Z View Franklin Laborers Hazardous Waste Worker (level D) $44.04 7B 1M 8Z View Franklin Laborers Hdpe Or Similar Liner Installer $44.04 7B 1M 8Z View Franklin Laborers High Scaler $44.58 7B 1M 8Z View Franklin Laborers Jackhammer Operator Miner, Class "b" $44.31 7B 1M 8Z View Franklin Laborers Laser Beam Operator $44.58 7B 1M 8Z View Franklin Laborers Miner, Class "a"$44.04 7B 1M 8Z View Franklin Laborers Miner, Class "c"$44.58 7B 1M 8Z View Franklin Laborers Miner, Class "d"$44.86 7B 1M 8Z View Franklin Laborers Monitor Operator, Air Track Or Similar Mounting $44.58 7B 1M 8Z View Franklin Laborers Mortar Mixer $44.58 7B 1M 8Z View Franklin Laborers Nipper $44.04 7B 1M 8Z View Franklin Laborers Nozzleman $44.58 7B 1M 8Z View Franklin Laborers Nozzleman, Water (to Include Fire Hose), Air Or Steam $44.31 7B 1M 8Z View Franklin Laborers Pavement Breaker, 90 Lbs. & Over $44.58 7B 1M 8Z View Franklin Laborers Pavement Breaker, Under 90 Lbs. $44.31 7B 1M 8Z View Franklin Laborers Pipelayer $44.58 7B 1M 8Z View Franklin Laborers Pipelayer, Corrugated Metal Culvert And Multi-plate. $44.31 7B 1M 8Z View Franklin Laborers Pipewrapper $44.58 7B 1M 8Z View Franklin Laborers Plasterer Tenders $44.58 7B 1M 8Z View Franklin Laborers Pot Tender $44.31 7B 1M 8Z View Franklin Laborers Powderman $46.23 7B 1M 8Z View Franklin Laborers Powederman Helper $44.31 7B 1M 8Z View Franklin Laborers Power Buggy Operator $44.31 7B 1M 8Z View Franklin Laborers Power Tool Operator, Gas, Electric, Pneumatic $44.31 7B 1M 8Z View Franklin Laborers Railroad Equipment, Power $44.31 7B 1M 8Z View Driven, Except Dual Mobile Franklin Laborers Railroad Power Spiker Or Puller, Dual Mobile $44.31 7B 1M 8Z View Franklin Laborers Remote Equipment Operator $44.86 7B 1M 8Z View Franklin Laborers Remote Equipment Operator (i.e Compaction And Demolition) $44.31 7B 1M 8Z View Franklin Laborers Rigger/signal Person $44.31 7B 1M 8Z View Franklin Laborers Riprap Person $44.04 7B 1M 8Z View Franklin Laborers Rodder & Spreader $44.31 7B 1M 8Z View Franklin Laborers Sandblast Tailhoseman $44.04 7B 1M 8Z View Franklin Laborers Scaffold Erector, Wood Or Steel $44.04 7B 1M 8Z View Franklin Laborers Stake Jumper $44.04 7B 1M 8Z View Franklin Laborers Structural Mover $44.04 7B 1M 8Z View Franklin Laborers Tailhoseman (water Nozzle)$44.04 7B 1M 8Z View Franklin Laborers Timber Bucker & Faller (by Hand) $44.04 7B 1M 8Z View Franklin Laborers Track Laborer (rr)$44.04 7B 1M 8Z View Franklin Laborers Traffic Control Laborer $41.94 7B 1M 9D View Franklin Laborers Traffic Control Supervisor $42.94 7B 1M 9E View Franklin Laborers Trencher, Shawnee $44.31 7B 1M 8Z View Franklin Laborers Trenchless Technology Technician $44.58 7B 1M 8Z View Franklin Laborers Truck Loader $44.04 7B 1M 8Z View Franklin Laborers Tugger Operator $44.31 7B 1M 8Z View Franklin Laborers Vibrators, All $44.58 7B 1M 8Z View Franklin Laborers Wagon Drills $44.31 7B 1M 8Z View Franklin Laborers Water Pipe Liner $44.31 7B 1M 8Z View Franklin Laborers Welder, Electrical, Manual Or Automatic (hdpe Or Similar Pipe And Liner) $44.86 7B 1M 8Z View Franklin Laborers Well-point Person $44.04 7B 1M 8Z View Franklin Laborers Wheelbarrow, Power Driven $44.31 7B 1M 8Z View Franklin Laborers - Underground Sewer & Water General Laborer & Topman $44.04 7B 1M 8Z View Franklin Laborers - Underground Sewer & Water Pipe Layer $44.58 7B 1M 8Z View Franklin Landscape Construction Landscape Laborer $41.94 7B 1M 9D View Franklin Landscape Construction Landscape Operator $51.05 7B 4W 9A View Franklin Landscape Maintenance Groundskeeper $15.09 1 View Franklin Lathers Journey Level $51.25 7E 4X 8N View Franklin Marble Setters Journey Level $53.34 5A 1M View Franklin Metal Fabrication (In Shop)Fitter $13.69 1 View Franklin Metal Fabrication (In Shop)Laborer $13.69 1 View Franklin Metal Fabrication (In Shop)Machine Operator $13.69 1 View Franklin Metal Fabrication (In Shop)Painter $13.69 1 View Franklin Metal Fabrication (In Shop)Welder $13.69 1 View Franklin Millwright Journey Level $71.07 5A 1B View Franklin Modular Buildings Journey Level $13.69 1 View Franklin Painters Commercial Painter $40.26 6Z 1W View Franklin Painters Industrial Painter $46.97 6Z 1W 9D View Franklin Pile Driver General Pile Driver $52.25 7E 4X 8N View Franklin Pile Driver Heavy Construction Pile Driver $58.01 7E 4X 9E View Franklin Plasterers Journey Level $46.51 7K 1N View Franklin Playground & Park Equipment Installers Journey Level $13.69 1 View Franklin Plumbers & Pipefitters Journey Level $86.69 6Z 1Q View Franklin Power Equipment Operators A-frame Truck (2 Or More Drums) $50.89 7B 4W 9A View Franklin Power Equipment Operators A-frame Truck (single Drum)$50.28 7B 4W 9A View Franklin Power Equipment Operators Asphalt Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Assistant Plant Operator, Fireman Or Pugmixer (asphalt) $50.28 7B 4W 9A View Franklin Power Equipment Operators Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) $50.89 7B 4W 9A View Franklin Power Equipment Operators Assistant Refrigeration Plant (under 1000 Ton) $50.28 7B 4W 9A View Franklin Power Equipment Operators Automatic Subgrader (ditches & Trimmers) $51.49 7B 4W 9A View Franklin Power Equipment Operators Backfillers (cleveland & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Backhoe & Hoe Ram (under 3/4 Yd.) $51.21 7B 4W 9A View Franklin Power Equipment Operators Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View Franklin Power Equipment Operators Backhoe (45,000 Gw To 110,000 Gw) $51.49 7B 4W 9A View Franklin Power Equipment Operators Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Bagley Or Stationary Scraper $50.28 7B 4W 9A View Franklin Power Equipment Operators Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) $51.49 7B 4W 9A View Franklin Power Equipment Operators Batch Plant & Wet Mix Operator, Single Unit (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators Batch Plant (over 4 Units)$51.49 7B 4W 9A View Franklin Power Equipment Operators Belt Finishing Machine $50.28 7B 4W 9A View Franklin Power Equipment Operators Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View Franklin Power Equipment Operators Belt-crete Conveyors With Power Pack Or Similar $50.89 7B 4W 9A View Franklin Power Equipment Operators Bending Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Bit Grinders $49.96 7B 4W 9A View Franklin Power Equipment Operators Blade (finish & Bluetop), Automatic, Cmi, Abc, Finish Athey & Huber & Similar When Used As Automatic $51.76 7B 4W 9A View Franklin Power Equipment Operators Blade Operator (motor Patrol & Attachments) $51.49 7B 4W 9A View Franklin Power Equipment Operators Blower Operator (cement)$50.28 7B 4W 9A View Franklin Power Equipment Operators Boat Operator $49.96 7B 4W 9A View Franklin Power Equipment Operators Bob Cat (skid Steer)$50.89 7B 4W 9A View Franklin Power Equipment Operators Bolt Threading Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Boom Cats (side)$51.49 7B 4W 9A View Franklin Power Equipment Operators Boring Machine (earth)$50.89 7B 4W 9A View Franklin Power Equipment Operators Boring Machine (Rock Under 8 inch Bit - Quarry Master, Joy Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Bump Cutter (wayne, Saginau Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Cableway Controller (dispatcher) $51.49 7B 4W 9A View Franklin Power Equipment Operators Cableway Operators $51.76 7B 4W 9A View Franklin Power Equipment Operators Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators Carrydeck & Boom Truck (under 25 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators Cement Hog $50.28 7B 4W 9A View Franklin Power Equipment Operators Chipper (without Crane) Cleaning & Doping Machine (pipeline) $50.89 7B 4W 9A View Franklin Power Equipment Operators Clamshell, Dragline $52.86 7B 4W 9A View Franklin Power Equipment Operators Compactor (self-propelled With Blade) $51.49 7B 4W 9A View Franklin Power Equipment Operators Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) $50.28 7B 4W 9A View Franklin Power Equipment Operators Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) $49.96 7B 4W 9A View Franklin Power Equipment Operators Concrete Cleaning / Decontamination Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Concrete Pump Boon Truck $51.49 7B 4W 9A View Franklin Power Equipment Operators Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) $51.05 7B 4W 9A View Franklin Power Equipment Operators Concrete Saw (multiple Cut)$50.28 7B 4W 9A View Franklin Power Equipment Operators Concrete Slip Form Paver $51.49 7B 4W 9A View Franklin Power Equipment Operators Conveyor Aggregate Delivery Systems (c.a.d.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Crane Oiler- Driver (cdl Required) & Cable Tender, Mucking Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Cranes (100 to 299 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.36 7B 4W 9A View Franklin Power Equipment Operators Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline $51.21 7B 4W 9A View Franklin Power Equipment Operators Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline $51.49 7B 4W 9A View Franklin Power Equipment Operators Cranes (300 Tons and Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.86 7B 4W 9A View Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $51.76 7B 4W 9A View Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $52.86 7B 4W 9A View Franklin Power Equipment Operators Crusher Feeder $49.96 7B 4W 9A View Franklin Power Equipment Operators Crusher, Grizzle & Screening Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Curb Extruder (asphalt Or Concrete) $51.05 7B 4W 9A View Franklin Power Equipment Operators Deck Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators Deck Hand $49.96 7B 4W 9A View Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators Derricks & Stifflegs (under 65 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators Distributor Leverman $50.28 7B 4W 9A View Franklin Power Equipment Operators Ditch Witch Or Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators Dope Pots (power Agitated $50.28 7B 4W 9A View Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator $50.89 7B 4W 9A View Franklin Power Equipment Operators Dozer / Tractors (d-6 & Equivalent & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators Dozer, 834 R/t & Similar $51.49 7B 4W 9A View Franklin Power Equipment Operators Drill Doctor $51.49 7B 4W 9A View Franklin Power Equipment Operators Driller Licensed $52.86 7B 4W 9A View Franklin Power Equipment Operators Drillers Helper $49.96 7B 4W 9A View Franklin Power Equipment Operators Drilling Equipment (8 inch Bit & Over - Robbins, Reverse Circulation & Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators Drills (churn, Core, Calyx Or Diamond) $51.05 7B 4W 9A View Franklin Power Equipment Operators Elevating Belt (holland Type)$51.76 7B 4W 9A View Franklin Power Equipment Operators Elevating Belt-type Loader (euclid, Barber Green & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Elevating Grader-type Loader (dumor, Adams Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Elevator Hoisting Materials $50.28 7B 4W 9A View Franklin Power Equipment Operators Equipment Serviceman, Greaser & Oiler $51.05 7B 4W 9A View Franklin Power Equipment Operators Fireman & Heater Tender $49.96 7B 4W 9A View Franklin Power Equipment Operators Fork Lift Or Lumber Stacker,$50.28 7B 4W 9A View Hydra-life & Similar Franklin Power Equipment Operators Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators Gin Trucks (pipeline)$50.28 7B 4W 9A View Franklin Power Equipment Operators Grade Checker $51.21 7B 4W 9A View Franklin Power Equipment Operators Gunite Combination Mixer & Compressor $50.89 7B 4W 9A View Franklin Power Equipment Operators H.d. Mechanic $51.76 7B 4W 9A View Franklin Power Equipment Operators H.d. Welder $51.76 7B 4W 9A View Franklin Power Equipment Operators Heavy Equipment Robotics Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Helicopter Pilot $52.86 7B 4W 9A View Franklin Power Equipment Operators Helper, Mechanic Or Welder, H.D $49.96 7B 4W 9A View Franklin Power Equipment Operators Hoe Ram $51.21 7B 4W 9A View Franklin Power Equipment Operators Hoist (2 Or More Drums Or Tower Hoist) $51.05 7B 4W 9A View Franklin Power Equipment Operators Hoist, Single Drum $50.28 7B 4W 9A View Franklin Power Equipment Operators Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators Hydro-seeder, Mulcher, Nozzleman $49.96 7B 4W 9A View Franklin Power Equipment Operators Lime Batch Tank Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Lime Brain Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Loader (360 Degrees Revolving Koehring Scooper Or Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) $51.49 7B 4W 9A View Franklin Power Equipment Operators Loaders (bucket Elevators And Conveyors) $50.28 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) $51.76 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead & Front- end, Under 4 Yds.. R/t) $51.05 7B 4W 9A View Franklin Power Equipment Operators Loaders (overhead And Front- end, 10 Yds. & Over) $52.86 7B 4W 9A View Franklin Power Equipment Operators Locomotive Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators Longitudinal Float $50.28 7B 4W 9A View Franklin Power Equipment Operators Master Environmental Maintenance Technician $51.76 7B 4W 9A View Franklin Power Equipment Operators Mixer (portable - Concrete)$50.28 7B 4W 9A View Franklin Power Equipment Operators Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators Mobile Crusher Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators Mucking Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Multiple Dozer Units With Single Blade $51.49 7B 4W 9A View Franklin Power Equipment Operators Pavement Breaker, Hydra-$50.28 7B 4W 9A View hammer & Similar Franklin Power Equipment Operators Paving (dual Drum)$51.21 7B 4W 9A View Franklin Power Equipment Operators Paving Machine (asphalt And Concrete) $51.49 7B 4W 9A View Franklin Power Equipment Operators Piledriving Engineers $51.21 7B 4W 9A View Franklin Power Equipment Operators Plant Oiler $49.96 7B 4W 9A View Franklin Power Equipment Operators Posthole Auger Or Punch $50.89 7B 4W 9A View Franklin Power Equipment Operators Power Broom $50.28 7B 4W 9A View Franklin Power Equipment Operators Pump (grout Or Jet)$50.89 7B 4W 9A View Franklin Power Equipment Operators Pumpman $49.96 7B 4W 9A View Franklin Power Equipment Operators Quad-track Or Similar Equipment $51.49 7B 4W 9A View Franklin Power Equipment Operators Railroad Ballast Regulation Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Power Tamper Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Tamper Jack Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators Railroad Track Liner Operator (self-propelled) $51.21 7B 4W 9A View Franklin Power Equipment Operators Refrigeration Plant Engineer (1000 Tons & Over) $51.21 7B 4W 9A View Franklin Power Equipment Operators Refrigeration Plant Engineer (under 1000 Ton) $51.05 7B 4W 9A View Franklin Power Equipment Operators Rollerman (finishing Asphalt Pavement) $51.49 7B 4W 9A View Franklin Power Equipment Operators Rollers, All Types On Subgrade, Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B $49.96 7B 4W 9A View Franklin Power Equipment Operators Roto Mill (pavement Grinder)$51.49 7B 4W 9A View Franklin Power Equipment Operators Rotomill Groundsman $51.05 7B 4W 9A View Franklin Power Equipment Operators Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) $51.76 7B 4W 9A View Franklin Power Equipment Operators Rubber-tired Skidders (r/t With Or Without Attachments) $51.05 7B 4W 9A View Franklin Power Equipment Operators Scrapers, All, Rubber-tired $51.49 7B 4W 9A View Franklin Power Equipment Operators Screed Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Shovels (3 Yds. & Over)$51.76 7B 4W 9A View Franklin Power Equipment Operators Shovels (under 3 Yds.)$51.49 7B 4W 9A View Franklin Power Equipment Operators Signalman (whirleys, Highline, Hammerheads Or Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators Soil Stabilizer (p & H Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators Spray Curing Machine (concrete) $50.28 7B 4W 9A View Franklin Power Equipment Operators Spreader Box (self-propelled)$50.28 7B 4W 9A View Franklin Power Equipment Operators Spreader Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Steam Cleaner $49.96 7B 4W 9A View Franklin Power Equipment Operators Straddle Buggy (ross & Similar On Construction Job Only) $50.28 7B 4W 9A View Franklin Power Equipment Operators Surface Heater & Planer Machine $51.05 7B 4W 9A View Franklin Power Equipment Operators Tractor (farm Type R/t With Attachments, Except Backhoe) $50.28 7B 4W 9A View Franklin Power Equipment Operators Traverse Finish Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators Trenching Machines (7 Ft. Depth & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators Trenching Machines (under 7 Ft. Depth Capacity) $51.05 7B 4W 9A View Franklin Power Equipment Operators Tug Boat Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators Tugger Operator $50.28 7B 4W 9A View Franklin Power Equipment Operators Turnhead (with Re-screening)$51.05 7B 4W 9A View Franklin Power Equipment Operators Turnhead Operator $50.89 7B 4W 9A View Franklin Power Equipment Operators Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) $51.76 7B 4W 9A View Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View Franklin Power Equipment Operators Vacuum Blasting Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators Vacuum Drill (reverse Circulation Drill Under 8 Inch Bit) $51.05 7B 4W 9A View Franklin Power Equipment Operators Welding Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators Whirleys & Hammerheads, All $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water A-frame Truck (2 Or More Drums) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water A-frame Truck (single Drum)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Plant Operator, Fireman Or Pugmixer (asphalt) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Refrigeration Plant & Chiller Operator (over 1000 Ton) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Assistant Refrigeration Plant (under 1000 Ton) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Automatic Subgrader (ditches & Trimmers) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backfillers (cleveland & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe & Hoe Ram (under 3/4 Yd.) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (45,000 Gw To 110,000 Gw) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoes & Hoe Ram (3 Yds & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Backhoes & Hoe Ram (3/4 Yd. To 3 Yd.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bagley Or Stationary Scraper $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch & Wet Mix Operator (multiple Units, 2 & Incl. 4) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch Plant & Wet Mix Operator, Single Unit (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Batch Plant (over 4 Units)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt Finishing Machine $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Belt-crete Conveyors With Power Pack Or Similar $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bending Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bit Grinders $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blade (finish & Bluetop), Automatic, Cmi, Abc, Finish Athey & Huber & Similar When Used As Automatic $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blade Operator (motor Patrol & Attachments) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Blower Operator (cement)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boat Operator $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bob Cat (skid Steer)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bolt Threading Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boom Cats (side)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boring Machine (earth)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Boring Machine (Rock Under 8 inch Bit - Quarry Master, Joy Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Bump Cutter (wayne, Saginau Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cableway Controller (dispatcher) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cableway Operators $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators-Carrydeck & Boom Truck $51.21 7B 4W 9A View Underground Sewer & Water (under 25 Tons) Franklin Power Equipment Operators- Underground Sewer & Water Cement Hog $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Chipper (without Crane) Cleaning & Doping Machine (pipeline) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Clamshell, Dragline $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compactor (self-propelled With Blade) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compressor (2000 Cfm Or Over, 2 Or More, Gas Diesel Or Electric Power) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Compressors (under 2000 Cfm, Gas, Diesel Or Electric Power) $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Cleaning / Decontamination Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Pump Boon Truck $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Pumps (squeeze- crete, Flow-crete, Whitman & Similar) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Saw (multiple Cut)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Concrete Slip Form Paver $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Conveyor Aggregate Delivery Systems (c.a.d.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crane Oiler- Driver (cdl Required) & Cable Tender, Mucking Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (100 to 299 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.36 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (25 Tons & Under), All Attachments Incl. Clamshell, Dragline $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (25 Tons To And Including 45 Tons), All Attachments Incl. Clamshell, Dragline $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (300 Tons and Over) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $53.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (45 Tons To 85 Tons), All Attachments Incl. Clamshell And Dragline $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Cranes (86 to 99 Tons) And All Climbing, Overhead, Rail & Tower. All Attachments Incl. $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crusher Feeder $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Crusher, Grizzle & Screening Plant Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Curb Extruder (asphalt Or Concrete) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Deck Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Deck Hand $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Derricks & Stifflegs (65 Tons & Over) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Derricks & Stifflegs (under 65 Tons) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Distributor Leverman $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Ditch Witch Or Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dope Pots (power Agitated $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer / Tractor (up To D-6 Or Equivalent) And Traxcavator $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer / Tractors (d-6 & Equivalent & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Dozer, 834 R/t & Similar $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drill Doctor $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Driller Licensed $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drillers Helper $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drilling Equipment (8 inch Bit & Over - Robbins, Reverse Circulation & Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Drills (churn, Core, Calyx Or Diamond) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Belt (holland Type)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Belt-type Loader (euclid, Barber Green & Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevating Grader-type Loader (dumor, Adams Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Elevator Hoisting Materials $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Equipment Serviceman, Greaser & Oiler $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Fireman & Heater Tender $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Fork Lift Or Lumber Stacker, Hydra-life & Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators-Gin Trucks (pipeline)$50.28 7B 4W 9A View Underground Sewer & Water Franklin Power Equipment Operators- Underground Sewer & Water Grade Checker $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Gunite Combination Mixer & Compressor $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water H.d. Mechanic $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water H.d. Welder $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Heavy Equipment Robotics Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Helicopter Pilot $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Helper, Mechanic Or Welder, H.D $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoe Ram $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoist (2 Or More Drums Or Tower Hoist) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hoist, Single Drum $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hydraulic Platform Trailers (goldhofer, Shaurerly And Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Hydro-seeder, Mulcher, Nozzleman $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Lime Batch Tank Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Lime Brain Operator (recycle Train) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loader (360 Degrees Revolving Koehring Scooper Or Similar) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loader Operator (front-end & Overhead, 4 Yds. Incl. 8 Yds.) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (bucket Elevators And Conveyors) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead & Front- end, Over 8 Yds. To 10 Yds.) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead & Front- end, Under 4 Yds.. R/t) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Loaders (overhead And Front- end, 10 Yds. & Over) $52.86 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Locomotive Engineer $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Longitudinal Float $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Master Environmental Maintenance Technician $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mixer (portable - Concrete)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators-Mobile Crusher Operator $51.49 7B 4W 9A View Underground Sewer & Water (recycle Train) Franklin Power Equipment Operators- Underground Sewer & Water Mucking Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Multiple Dozer Units With Single Blade $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pavement Breaker, Hydra- hammer & Similar $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Paving (dual Drum)$51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Paving Machine (asphalt And Concrete) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Piledriving Engineers $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Plant Oiler $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Posthole Auger Or Punch $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Power Broom $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pump (grout Or Jet)$50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Pumpman $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Quad-track Or Similar Equipment $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Ballast Regulation Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Power Tamper Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Tamper Jack Operator (self-propelled) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Railroad Track Liner Operator (self-propelled) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Refrigeration Plant Engineer (1000 Tons & Over) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Refrigeration Plant Engineer (under 1000 Ton) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rollerman (finishing Asphalt Pavement) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rollers, All Types On Subgrade, Including Seal And Chip Coating (farm Type, Case, John Deere And Similar,or Compacting Vibrator), Except When Pulled B $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Roto Mill (pavement Grinder)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rotomill Groundsman $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Rubber-tired Scrapers (multiple Engine With Three Or More Scrapers) $51.76 7B 4W 9A View Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $51.05 7B 4W 9A View Underground Sewer & Water With Or Without Attachments) Franklin Power Equipment Operators- Underground Sewer & Water Scrapers, All, Rubber-tired $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Screed Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Shovels (3 Yds. & Over)$51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Shovels (under 3 Yds.)$51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Signalman (whirleys, Highline, Hammerheads Or Similar) $51.21 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Soil Stabilizer (p & H Or Similar) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spray Curing Machine (concrete) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spreader Box (self-propelled)$50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Spreader Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Steam Cleaner $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Straddle Buggy (ross & Similar On Construction Job Only) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Surface Heater & Planer Machine $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tractor (farm Type R/t With Attachments, Except Backhoe) $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Traverse Finish Machine $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Trenching Machines (7 Ft. Depth & Over) $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Trenching Machines (under 7 Ft. Depth Capacity) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tug Boat Operator $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Tugger Operator $50.28 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Turnhead (with Re-screening)$51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Turnhead Operator $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Ultra High Pressure Wateriet Cutting Tool System Operator, (30,000 Psi) $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vacuum Blasting Machine Operator $51.76 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Vacuum Drill (reverse Circulation Drill Under 8 Inch Bit) $51.05 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Welding Machine $49.96 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Whirleys & Hammerheads, All $51.76 7B 4W 9A View Franklin Power Line Clearance Tree Trimmers Journey Level In Charge $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Spray Person $52.24 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Equipment Operator $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer $49.21 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $37.47 5A 4A View Franklin Refrigeration & Air Conditioning Mechanics Journey Level $86.69 6Z 1Q View Franklin Residential Brick Mason Journey Level $28.42 1 View Franklin Residential Carpenters Journey Level $21.60 1 View Franklin Residential Cement Masons Journey Level $46.83 7B 1N View Franklin Residential Drywall Applicators Journey Level $20.46 1 View Franklin Residential Drywall Tapers Journey Level $19.32 1 View Franklin Residential Electricians Journey Level $22.73 1 View Franklin Residential Glaziers Journey Level $23.10 1 View Franklin Residential Insulation Applicators Journey Level $14.86 1 View Franklin Residential Laborers Journey Level $13.69 1 View Franklin Residential Marble Setters Journey Level $28.42 1 View Franklin Residential Painters Journey Level $13.69 1 View Franklin Residential Plumbers & Pipefitters Journey Level $29.71 1 View Franklin Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.24 1 View Franklin Residential Sheet Metal Workers Journey Level (Field or Shop)$50.02 5A 1X View Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View Franklin Residential Sprinkler Fitters (Fire Protection) Journey Level $13.69 1 View Franklin Residential Stone Masons Journey Level $28.42 1 View Franklin Residential Terrazzo Workers Journey Level $14.86 1 View Franklin Residential Terrazzo/Tile Finishers Journey Level $14.86 1 View Franklin Residential Tile Setters Journey Level $19.23 1 View Franklin Roofers Irritable Bituminous Roofer $45.78 7G 4I View Franklin Roofers Journeyman Roofer, Waterproofer, Kettleman $42.78 7G 4I View Franklin Sheet Metal Workers Journey Level (Field or Shop)$68.81 5A 1X View Franklin Sign Makers & Installers (Electrical) Journey Level $14.65 1 View Franklin Sign Makers & Installers (Non- Electrical) Journey Level $14.65 1 View Franklin Soft Floor Layers Journey Level $51.91 5A 3J View Franklin Solar Controls For Windows Journey Level $13.69 1 View Franklin Sprinkler Fitters (Fire Journey Level $60.86 7J 1R View Protection) Franklin Stage Rigging Mechanics (Non Structural) Journey Level $13.69 1 View Franklin Stone Masons Journey Level $53.34 5A 1M View Franklin Street And Parking Lot Sweeper Workers Journey Level $14.00 1 View Franklin Surveyors All Classifications $23.49 0 1 View Franklin Telecommunication Technicians Journey Level $46.20 5I 1B View Franklin Telephone Line Construction - Outside Cable Splicer $38.27 5A 2B View Franklin Telephone Line Construction - Outside Hole Digger/Ground Person $25.66 5A 2B View Franklin Telephone Line Construction - Outside Telephone Equipment Operator (Light) $31.96 5A 2B View Franklin Telephone Line Construction - Outside Telephone Lineperson $36.17 5A 2B View Franklin Terrazzo Workers Journey Level $43.81 5A 1M View Franklin Tile Setters Journey Level $43.81 5A 1M View Franklin Tile, Marble & Terrazzo Finishers Journey Level $35.93 5A 1M View Franklin Traffic Control Stripers Journey Level $50.51 7A 1K View Franklin Truck Drivers Asphalt Mix Over 20 Yards $51.00 5D 1V 8M View Franklin Truck Drivers Asphalt Mix To 20 Yards $50.80 5D 1V 8M View Franklin Truck Drivers Dump Truck $50.80 5D 1V 8M View Franklin Truck Drivers Dump Truck & Trailer $51.00 5D 1V 8M View Franklin Truck Drivers Other Trucks $50.69 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and under $51.00 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $51.34 5D 1V 8M View Franklin Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $18.45 1 View Franklin Well Drillers & Irrigation Pump Installers Oiler $13.69 1 View Franklin Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 1 of 14 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage . D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 2 of 14 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 3 of 14 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 4 of 14 Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 5 of 14 Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 6 of 14 Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C 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. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 7 of 14 D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 8 of 14 Holiday Codes Continued R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 9 of 14 Holiday Codes Continued 7. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 10 of 14 Holiday Codes Continued 7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 11 of 14 Holiday Codes Continued 7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday (New Year’s Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday; should they fall on a Sunday, the following Monday shall be considered as the holiday. I. Holidays: New Year's Day, President’s Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 12 of 14 Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 13 of 14 Note Codes Continued 8. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate. Benefit Code Key – Effective 9/1/2021 thru 3/2/2022 14 of 14 Note Codes Continued 9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 1 X X X X X X X WSDOT's Predetermined List for Suppliers -Manufactures -Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans X 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans X 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. X 4. Concrete Pipe -Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe -Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe -Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. X 7. Corrugated Aluminum Pipe -Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 2 X X X X X X X X X ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts -Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. X 9. Aluminum Pedestrian Handrail -Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 10. Major Structural Steel Fabrication -Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication -Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. X 12. Aluminum Bridge Railing Type BP -Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). X 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. X 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. X 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. X 16. Precast Catch Basin -Catch Basin type 1, 1L, 1P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 3 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet -with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults -Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting X 22. Vault Risers -For use with Valve Vaults and Utilities X Vaults. X 23. Valve Vault -For use with underground utilities. See Contract Plans for details. X 24. Precast Concrete Barrier -Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. X 25. Reinforced Earth Wall Panels – Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. X 26. Precast Concrete Walls -Precast Concrete Walls -tilt-up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used X X X X X X X X X X X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 4 ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings -Concrete Crossing Structure Slabs. X 28. 12, 18 and 26 inch Standard Precast Prestressed Girder – Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 29. Prestressed Concrete Girder Series 4-14 -Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A . X 30. Prestressed Tri-Beam Girder -Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 31. Prestressed Precast Hollow-Core Slab – Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. X 32. Prestressed-Bulb Tee Girder -Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A X 33. Monument Case and Cover See Std. Plan. X X X X X X X X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 5 X X X X X X X X ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure -Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 35. Mono-tube Sign Structures -Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. X 36. Steel Sign Bridges -Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. X 37. Steel Sign Post -Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication X 38. Light Standard-Prestressed -Spun, prestressed, hollow concrete poles. X 39. Light Standards -Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia Provisions for pre-approved drawings. X 40. Traffic Signal Standards -Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings X 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 6 ITEM DESCRIPTION YES NO 42. Traffic Signs -Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed X X Custom Message Std Signing Message 43. Cutting & bending reinforcing steel X 44. Guardrail components X X Custom End Sec Standard Sec 45. Aggregates/Concrete mixes 46. Asphalt Covered by WAC 296-127-018 Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X X X X X X X X X X X X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 7 ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X X X X X X X X X X X Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 8 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents.  Building Service Employees  Electrical Fixture Maintenance Workers  Electricians -Motor Shop  Heating Equipment Mechanics  Industrial Engine and Machine Mechanics  Industrial Power Vacuum Cleaners  Inspection, Cleaning, Sealing of Water Systems by Remote Control  Laborers -Underground Sewer & Water  Machinists (Hydroelectric Site Work)  Modular Buildings  Playground & Park Equipment Installers  Power Equipment Operators -Underground Sewer & Water  Residential *** ALL ASSOCIATED RATES ***  Sign Makers and Installers (Non-Electrical)  Sign Makers and Installers (Electrical)  Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers -Manufacturers -Fabricators"  Fabricated Precast Concrete Products  Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 9 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above-listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 10 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 11 Construction Drawings BURNS RD ROAD 90SANDIFUR PARKWAY ROAD 84ROAD 100I-182 W ROAD 68LOCATED IN THE CITY OF PASCO, FRANKLIN COUNTY, WASHINGTON, WITHIN A PORTION OF THE S 1 2 OF SECTION 08, TOWNSHIP 9 NORTH, RANGE 29 EAST WILLAMETTE MERIDIAN CONTACTS ENTITY NAME CONTACT INFO BASIN DISPOSAL VICTOR FLORES (509) 547-2476 CASCADE NATURAL GAS JODY ADAMS (509) 736-5564 CENTURY LINK EMAIL relocations@centurylink.com CHARTER COMMUNICATION TONY CAMPOS (509) 572-0537 CITY OF PASCO, ENGINEERING KENT MCCUE (509) 545-3444 CITY OF PASCO, PUBLIC WORKS OPERATIONS KIM HOLST (509) 545-3084 FRANKLIN COUNTY IRRIGATION DISTRICT JOHN BURNS (509) 547-3831 FRANKLIN PUD NORM RUMMEL (509) 546-5965 PASCO SCHOOL DISTRICT TRANSPORTATION SHARON RATCLIFF (509) 547-2510 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N BURNS RD. PATHWAY PHASES 1, 2, 3, & N.RD. 93/POWERLINE PATHWAY PROJECT SITE SHEET INDEX SHEET #SHEET ID REV.SHEET TITLE 1 G1.1 COVER SHEET 2 G2.1 GENERAL NOTES 3 G2.2 GENERAL NOTES CONTINUED 4 G3.1 SHEET KEY MAP 5 C1.1 PLAN PROFILE STA 0+00 - STA 5+00 PHASE 1 6 C1.2 PLAN PROFILE STA 5+00 - STA 10+00 PHASE 1 7 C1.3 PLAN PROFILE STA 10+00 - STA 15+00 PHASE 1 8 C1.4 PLAN PROFILE STA 15+00 - STA 20+00 PHASE 1 9 C1.5 PLAN PROFILE STA 20+00 - STA 25+00 PHASE 1 10 C1.6 PLAN PROFILE STA 25+00 - STA 30+00 PHASE 1 11 C1.7 PLAN PROFILE STA 30+00 - STA 35+00 PHASE 1 12 C2.1 PLAN PROFILE STA 30+00 - STA 35+00 PHASE 2 13 C2.2 PLAN PROFILE STA 35+00 - STA 40+00 PHASE 2 14 C2.3 PLAN PROFILE STA 40+00 - STA 45+00 PHASE 2 15 C2.4 PLAN PROFILE STA 45+00 - STA 50+00 PHASE 2 16 C2.5 PLAN PROFILE STA 50+00 - STA 55+00 PHASE 2 17 C3.1 PLAN PROFILE STA 50+00 - STA 55+00 PHASE 3 18 C3.2 PLAN PROFILE STA 55+00 - STA 60+00 PHASE 3 19 C3.3 PLAN PROFILE STA 60+00 - STA 65+00 PHASE 3 20 C3.4 PLAN PROFILE STA 65+00 - STA 70+00 PHASE 3 21 C3.5 PLAN PROFILE STA 70+00 - STA 75+00 PHASE 3 22 C3.6 PLAN PROFILE STA 75+00 - STA 79+85 PHASE 3 23 C3.7 PLAN PROFILE STA 79+85 - STA 80+90 PHASE 3 24 C4.1 STRIPING & SIGNAGE STA 0+00 - STA 10+00 PHASE 1 25 C4.2 STRIPING & SIGNAGE STA 10+00 - STA 20+00 PHASE 1 26 C4.3 STRIPING & SIGNAGE STA 20+00 - STA 30+00 PHASE 1 27 C4.4 STRIPING & SIGNAGE STA 30+00 - STA 40+00 PHASE 1 SHEET INDEX SHEET #SHEET ID REV.SHEET TITLE 28 C5.1 STRIPING & SIGNAGE STA 30+00 - STA 40+00 PHASE 2 29 C5.2 STRIPING & SIGNAGE STA 40+00 - STA 50+00 PHASE 2 30 C5.3 STRIPING & SIGNAGE STA 50+00 - STA 60+00 PHASE 2 31 C6.1 STRIPING & SIGNAGE STA 50+00 - STA 60+00 PHASE 3 32 C6.2 STRIPING & SIGNAGE STA 60+00 - STA 70+00 PHASE 3 33 C6.3 STRIPING & SIGNAGE STA 70+00 - STA 80+00 PHASE 3 34 C6.4 STRIPING & SIGNAGE STA 80+00 - STA 80+90 PHASE 3 35 C7.1 PLANS, SECTIONS AND PHOTOS STA 0+00 PHASE 1 36 C7.2 PLANS, SECTIONS AND PHOTOS STA 1+25 PHASE 1 37 C7.3 PLANS, SECTIONS AND PHOTOS STA 6+48 PHASE 1 38 C7.4 PLANS, SECTIONS AND PHOTOS STA 8+63 PHASE 1 39 C7.5 PLANS, SECTIONS AND PHOTOS STA 11+16 PHASE 1 40 C7.6 PLANS, SECTIONS AND PHOTOS STA 12+63 PHASE 1 41 C7.7 PLANS, SECTIONS AND PHOTOS STA 13+84 PHASE 1 42 C7.8 PLANS, SECTIONS AND PHOTOS STA 17+11 PHASE 1 43 C7.9 PLANS, SECTIONS AND PHOTOS STA 18+78 PHASE 1 44 C7.10 PLANS, SECTIONS AND PHOTOS STA 23+11 PHASE 1 45 C7.11 PLANS, SECTIONS AND PHOTOS STA 29+59 PHASE 1 46 C7.12 PLANS, SECTIONS AND PHOTOS STA 32+72 PHASE 1 47 C8.1 SHEET NOT USED 48 C9.1 PLANS, SECTIONS AND PHOTOS STA 60+35 PHASE 3 49 C9.2 PLANS, SECTIONS AND PHOTOS STA 68+25 PHASE 3 50 C10.1 PLANS, SECTIONS AND PHOTOS N. RD. 93/POWERLINE PATHWAY 51 C11.1 DETAILS 52 C11.2 DETAILS CONTINUED 53 C12.1 PLANS, STRIPING & SIGNAGE N.RD. 93/POWERLINE PATHWAY PHASE 1 PHASE 2 PHASE 3 N. RD.93/POWERLINE PATHWAYVICINITY MAP NOT TO SCALE R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY CITY OF PASCO SHEET TITLE: SHEET ID: SHEET NO: "L" LOCATION MAP NOT TO SCALE CITY OF PASCO PROJECT NUMBERS:\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111LBS JP SEE SHEETS N/A N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY COVER SHEET G1.1 1/5311/12/2021 ISSUED FOR BID JP 20012, 21225, 21226, & 21306 11/12/2021 BF BACK FLOW PREVENTER BOC BACK OF CURB CO CLEAN OUT COND CONDUIT CL CENTER LINE DI DUCTILE IRON E EAST EOP EDGE OF PAVEMENT EXT EXISTING FH FIRE HYDRANT FOC FACE OF CURB FOF FACE OF FENCE G GAS LINE GS GAS VALVE IRR IRRIGATION IV IRRIGATION VALVE LT LEFT MH MANHOLE N NORTH N/A NOT APPLICABLE NTS NOT TO SCALE PE POLYETHYLENE PIP PROTECT IN PLACE PRV PRESSURE REDUCING VALVE PSI PASCO SPATIAL INFORMATION PUD PUBLIC UTILITY DISTRICT ROW RIGHT OF WAY RT RIGHT S SOUTH SD STORM DRAIN SHT SHEET ST STREET STA STATION STD STANDARD SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TL TRAFFIC LIGHT TBC TOP BACK OF CURB TRANSP TRANSPORTATION UP UNDERGROUND POWER W WEST WA WATER WM WATER METER WV WATER VALVE WWFM WASTEWATER FORCE MAIN ET ABBREVIATIONS LEGEND WATER EXISTING PROPOSED SEWER IRRIGATION POWER POWER LINE POWER POLE TRANSFORMER STORMWATER CATCH BASIN MANHOLE INFILTRATION DATA DATA LINE PEDESTAL ROAD EDGE OF PAVEMENT SURFACE EDGE MONUMENT RIGHT OF WAY PROPERTY BOUNDARY SIGN GENERAL ET XX ETET XX CLCL R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP SEE SHEETS N/A N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY GENERAL NOTES PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY G2.1 2/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N GENERAL NOTES MISCELLANEOUS UNDERGROUND UTILITIES GARBAGE SERVICE UNDERGROUND GAS UTILITIES UNDERGROUND ELECTRIC AND COMMUNICATION UTILITIES PAVING SURVEY 11/12/2021 GENERAL NOTES CONTINUED VAULT DOOR REPLACEMENT VAULT HEIGHT ADJUSTMENT AND LEVELING ” ” ” ” FIBER PEDESTAL RISER ” UNDERGROUND IRRIGATION UTILITIES ” BURNS ROAD LANE CLOSURE FIBER PEDESTAL RISER ” RELOCATION OF FLASHING BEACON ADA COMPLIANCE INSTALLING PATH AROUND UTILITY VAULTS R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP SEE SHEETS N/A N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY GENERAL NOTES CONTINUED PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY G2.2 3/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N 11/12/2021 WELLINGTON DR NORFOLK DR SCHOOL DRIVEWAYCADBORO DR KETA DR SCHOOL DRIVEWAYCHINOOK CT SCHOOL DRIVEWAYSCHOOL PARKINGZEPHER CT. SNOQUALMIE DRLASALLE DR.ROAD 68ROAD 93ROAD 90ROAD 84R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP SEE SHEETS 1" = 250' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY SHEET KEY MAP G3.1 4/5311/12/2021 ISSUED FOR BID JP Feet 0 200 400 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N SHEET KEY MAP PHASE 1: RD. 90 - RD. 100 INCUDED IN BASE BID PHASE 2: RD. 84 - RD. 90 INCLUDED IN BASE BID PHASE 3: RD. 68 - RD. 84 ADDITIVE BID SCH. A N. RD. 93/POWERLINE PATHWAY ADDITIVE BID SCH. B SHEETS C1.1 & C4.1 SHEETS C1.2 & C4.1 SHEETS C1.3 & C4.2 SHEETS C1.4 & C4.2 SHEETS C1.5 & C4.3 SHEETS C1.6 & C4.3 SHEETS C1.7, C2.1, C4.4 & C5.1 SHEETS C2.2 & C5.1 SHEETS C2.3 & C5.2 SHEETS C2.4 & C5.2 SHEETS C5.2, C3.1, C5.3 & C6.1 SHEETS C3.2 & C6.1 SHEETS C3.3 & C6.2 SHEETS C3.4 & C6.2 SHEETS C3.5 & C6.3 SHEETS C3.6 & C6.3 SHEETS C3.7 & C6.4 SHEET C10.1 NEW ASPHALT PATHWAY NEW ASPHALT PATHWAY 11/12/2021 502 5 0 1 503 502 EXISTING SPEED LIMIT 35 SIGN J 502503 TRANSITION SHOULDER WIDTH UNIFORMLY FROM 2' TO 1'0+001+002+003+004+005+000000 BIG BEND TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 3' TO 5' 5' 19.0' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 5' TO 2' TRANSITION DISTANCE FROM CURB UNIFORMLY 2' TO 3' TRANSITION DISTANCE FROM CURB UNIFORMLY 5' TO 3' 2' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 5' TRANSITION SHOULDER WIDTH UNIFORMLY FROM 1' TO 2' TRANSITION SHOULDER WIDTH UNIFORMLY FROM 1' TO 2'ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 0+00 - STA 5+00 PHASE1 C1.1 5/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 5+00Feet 0 20 40 1 PLAN PROFILE 2 6 8 10 11 9 18 16 16 FPUD POWER 5' X 7' VAULT BIG BEND TRANSFORMER CHARTER COMMUNICATIONS PEDESTAL FPUD FIBER 4' X 4' VAULT SHEET NOTES BOP 0+00 AT 19 FT. SOUTH OF BRASS CAP AT INTERSECTION RD 100 AND BURNS RD. COP CTL 33. ALIGNMENT ALONG BOTTOM FRONT FACE OF EXISTING CURB/GUTTER BEGINNING AT STA ≈0+55 19 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2'STA 0+58STA 0+65STA 1+31STA 1+51STA 1+80STA 0+28STA 0+43STA 0+59STA 1+47STA 1+80BRASS CAP PATH WIDTH VARIES & STOP AHEAD SIGNS APPROXIMATE EXISTING GRADE AT PATH CENTERLINE SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. ASPHALT PATHWAY TRANSITION ELEVATION AND SLOPE UNIFORMLY FROM CURB RAMP TO STA 0+44STA 0+95STA 2+75STA 3+31STA 4+32TRANSITION ELEVATION AND SLOPE UNIFORMLY FROM CURB RAMP TO TYP. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO)STA 0+44STA 0+95KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 11/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 SCHOOL ADVANCE SIGN 505 504 5 0 4 505 504 5055+006+007+008+009+0010+00BIG BEND 0007 TRANSITION DISTANCE FROM CURB UNIFORMLY 5' TO 3' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 3' TO 5' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 12' AND 8' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 5' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 8' AND 12' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 5+00 - STA 10+00 PHASE 1 C1.2 6/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N MATCH TO GRADE AND PAVE AROUND FPUD POWER VAULT #0007 5' X 7 FPUD FIBER VAULT 4' X 4'STA 10+001STA 5+004 16 BIG BEND POWER VAULT 0% VERTICAL SLOPE 13'STA 7+60STA 8+43STA 8+77STA 9+4440' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION APPROXIMATE EXISTING GRADE AT PATH CENTERLINE SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. APPROXIMATE LOCATION OF UNDERGROUND POWER ASPHALT PATHWAY STA 5+80STA 6+34STA 8+41STA 8+63STA 8+84STA 6+00STA 6+40STA 6+53STA 6+9313' PATH APPROXIMATELY 1'-51 2" ABOVE TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATIONSTA 6+00STA 6+40STA 6+53STA 6+93TYP. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO) PLAN PROFILE Feet 0 20 40 C7.3 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 11/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 MATCH TO GRADE AND PAVE AROUND EXISTING FLASHING BEACON 5 0 2 504 502 TRANSITION SHOULDER WIDTH UNIFORMLY FROM 1' TO 2' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 12' AND 10'10+0011+0012+0013+0014+0015+000026 BIG BEND BIG BEND TRANSITION DISTANCE FROM CURB UNIFORMLY 7' TO 3' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 12' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 7' TRANSITION SHOULDER WIDTH UNIFORMLY FROM 2' TO 1' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 12' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 12' AND 10' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 10+00 - STA 15+00 PHASE 1 C1.3 7/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N FPUD VAULT #0026 FPUD FIBER VAULT STA 15+00PLAN PROFILESTA 10+003 1 SERVICE PANEL FOR FLASHING BEACON 1616BIG BEND POWER VAULT 4' X 4' BIG BEND POWER VAULT RELOCATED FLASHING BEACON SEE DETAILS SHEET C7.5 STA 10+55STA 10+84STA 11+10STA 10+55STA 10+84STA 11+020% VERTICAL SLOPE 14' 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION APPROXIMATE EXISTING GRADE AT PATH CENTERLINE SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. APPROXIMATE LOCATION OF UNDERGROUND POWER ASPHALT PATHWAY STA 10+80STA 11+03STA 11+19STA 11+42STA 13+46STA 13+85STA 14+23STA 12+15STA 12+55STA 12+69STA 13+0914' PATH MATCH TO EXISTING VAULT LIDS APPROXIMATELY 83 4" ABOVE TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATIONSTA 12+15STA 12+55STA 12+69STA 13+09TYP. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO) Feet 0 20 40 C7.6 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 11/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 PATH TO MATCH VAULT ELEVATION500 503 502 50115+0016+0017+0018+0019+0020+000016 BIG BEND TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 1' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 8' AND 12' TRANSITION DISTANCE UNIFORMLY 3' TO EDGE OF VAULT ≈5' TRANSITION DISTANCE FROM CURB UNIFORMLY ≈5' TO 6' TRANSITION DISTANCE FROM CURB UNIFORMLY 1' TO 3' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 12' AND 8' TRANSITION DISTANCE FROM CURB UNIFORMLY 6' TO 3' TRANSITION SHOULDER WIDTH UNIFORMLY FROM 2' TO 1.5' TRANSITION SHOULDER WIDTH UNIFORMLY FROM 1.5' TO 2' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 15+00 - STA 20+00 PHASE 1 C1.4 8/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N FPUD POWER VAULT # 0016 FPUD FIBER VAULT STA 20+001 PLAN PROFILESTA 15+0016 16BIG BEND POWER TRANSFORMER # 100-08-030 CONCRETE VAULTSTA 16+53STA 17+05STA 17+18STA 17+43STA 18+46STA 18+85STA 19+58STA 18+78STA 17+530% VERTICAL SLOPE 1 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION APPROXIMATE EXISTING GRADE AT PATH CENTERLINE APPROXIMATE LOCATION OF UNDERGROUND POWER ASPHALT PATHWAY STA 19+30STA 17+00STA 16+71STA 18+31STA 18+17STA 18+85STA 19+2514' PATH MATCH TO EXISTING VAULT HEIGHT APPROXIMATELY 4" FROM TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION STA 18+31STA 18+71STA 18+85STA 19+24TYP. Feet 0 20 40STA 19+254 C7.9 SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE.STA 18+81STA 19+22STA 19+5911/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+75 25+00 504504503 503 505 50320+0021+0022+0023+0024+0025+005316 50' TRANSMISSION LINE EASEMENT BPA 12' 13' TRANSITION DISTANCE FROM CURB UNIFORMLY 13' TO 3' 2' 3' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 13' 11'' 16'' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 20+00 - STA 25+00 PHASE 1 C1.5 9/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N 21 LF 4" PVC SLEEVE,CAPPED FOR FUTURE USE STA 25+002 PLAN PROFILESTA 20+001 16 7 16 NO HEIGHT ADJUSTSTA 22+54STA 23+89STA 23+97STA 24+82APPROXIMATE EXISTING GRADE AT PATH CENTERLINE APPROXIMATE LOCATION OF UNDERGROUND POWER ASPHALT PATHWAY OVERHEAD POWER TYP. 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH EXISTING CURB RAMP 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION STA 22+40STA 22+40STA 23+15STA 23+5536' PATH MATCH GRADE WITH EXISTING ADA RAMP AND VAULT APPROXIMATELY 63 4" FROM TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH EXISTING CURB RAMP 40' UNIFORMLY TRANSITION SLOPE AND ELEVATIONSTA 23+15STA 23+55Feet 0 20 40 6 MATCH SLOPE TO EXISTING RAMP AND VAULT STA 22+40STA 22+79SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' EXISTING SCHOOL CROSSING SIGN TO REMAIN EXISTING ADA RAMP AND CONCRETE PAD TO REMAIN N. RD. 93/POWERLINE PATHWAY (ADDITIVE BID SCH B) KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 21 LF 4" PVC SLEEVE,CAPPED FOR FUTURE USE APPROXIMATE TOE OF FILL SLOPE 11/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 498 501499 499 500 502 500 50125+0026+0027+0028+0029+0030+00501 2' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 12' 10' 3' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 12' AND 10' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 9' AND 12' TRANSITION DISTANCE FROM CURB UNIFORMLY 5' TO 3' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 12' AND 9' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 5' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 25+00 - STA 30+00 PHASE 1 C1.6 10/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 30+00PLAN PROFILESTA 25+001 16STA 28+72STA 29+29STA 29+61APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ASPHALT PATHWAY OVERHEAD POWER STA 29+29STA 29+61STA 25+39STA 26+15STA 26+41STA 27+15BIG BEND VAULTSTA 25+75STA 26+15STA 26+31STA 26+71STA 25+75STA 26+15STA 26+31STA 26+71TYP. 0% VERTICAL SLOPE 1 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 16' PATH MATCH TO EXISTING VAULT LID APPROXIMATELY 61 2" FROM TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION 2 APPROXIMATE TOE OF FILL SLOPE Feet 0 20 40 SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' STOP AHEAD SIGN KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 11/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 J J 502 503 502 502 J30+0031+0032+0033+0034+0035+005335 BBEC 50' TRANSMISSION LINE EASEMENT BPA 115' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 3' TO 1' GRAVEL SHOULDER WIDTH WIDTH UNIFORMLY BETWEEN 9' AND 12' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 0' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 30+00 - STA 35+00 PHASE 1 C1.7 11/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N POWER VAULT PLANSTA 30+001 16 17 15STA 32+18STA 32+84STA 30+09OVERHEAD POWER ASPHALT PATHWAY TYP. UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK STA 34+3711 12 18 6 ASPHALT PATHWAY 1 OVERHEAD POWER POSSIBLE LOCATION UNDERGROUND POWER POSSIBLE LOCATION UNDERGROUND POWER STA 32+18STA 35+00Feet 0 20 40 STA 33+18STA 32+18STA 33+18SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) FOR IRRIGATION WATER. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION. ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (5" ABOVE TOP OF CURB UNO) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. REMOVE EXISTING PPB BUTTON EXTENSION AND MOUNT PER WSDOT STD PLAN J-20.10-04 11/12/2021 ELEVATION-(FT)498 499 500 501 502 503 504 505 506 498 499 500 501 502 503 504 505 506 30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 J J 502 503 502 502 J30+0031+0032+0033+0034+0035+005335 BBEC 50' TRANSMISSION LINE EASEMENT BPA 115' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 3' TO 1' GRAVEL SHOULDER WIDTH WIDTH UNIFORMLY BETWEEN 9' AND 12' TRANSITION DISTANCE FROM CURB UNIFORMLY 3' TO 0' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 30+00 - STA 35+00 PHASE 2 C2.1 12/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N POWER VAULT STA 35+00PLANSTA 30+001 16 17 15STA 32+18STA 32+84SHALLOW IN-SERVICE 24" PIP PIPE (THIN WALLED) IRRIGATION PIPE. TAKE ALL REQUIRED MEASURES TO PROTECT DURING CONSTRUCTION STA 30+09OVERHEAD POWER ASPHALT PATHWAY TYP. UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK STA 34+3711 12 18 6 ASPHALT PATHWAY 1 OVERHEAD POWER POSSIBLE LOCATION UNDERGROUND POWER POSSIBLE LOCATION UNDERGROUND POWER STA 32+18Feet 0 20 40 STA 33+70STA 33+70STA 34+99HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. PATHWAY STOP SIGN SEE SHEET C5.1 NOTE 8 EXISTING LOCATION OF STOP SIGN, RELOCATED NEARBY NEW LOCATION STOP SIGN TYP. 11/12/2021 35+0036+0037+0038+0039+0040+005339 FPUD FIBER 5339 28' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 1' TO 11' 28' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 1'ELEVATION-(FT)502 503 504 505 506 507 508 509 510 511 512 502 503 504 505 506 507 508 509 510 511 512 35+00 35+25 35+50 35+75 36+00 36+25 36+50 36+75 37+00 37+25 37+50 37+75 38+00 38+25 38+50 38+75 39+00 39+25 39+50 39+75 40+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 35+00 - STA 40+00 PHASE 2 C2.2 13/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N 1 STA 40+00PLANSTA 35+00OVERHEAD POWER ASPHALT PATHWAY PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) 16 16 16 16 FPUD FIBER VAULT EXISTING END 35 MPH SIGN POSSIBLE LOCATION UNDERGROUND POWER FPUD POWER VAULT #5339 Feet 0 20 40STA 34+98STA 35+28STA 39+33STA 39+62HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. 11/12/2021 40+0041+0042+0043+0044+0045+0025' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 7' AND 10' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 7' 5' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 7' AND 10' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 8' TO 11' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 7'ELEVATION-(FT)502 503 504 505 506 507 508 509 510 511 512 502 503 504 505 506 507 508 509 510 511 512 40+00 40+25 40+50 40+75 41+00 41+25 41+50 41+75 42+00 42+25 42+50 42+75 43+00 43+25 43+50 43+75 44+00 44+25 44+50 44+75 45+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 40+00 - STA 45+00 PHASE 2 C2.3 14/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N 1 STA 45+00PLANSTA 40+00OVERHEAD POWER ASPHALT PATHWAY PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) 13 13 POSSIBLE LOCATION UNDERGROUND POWER Feet 0 20 40STA 41+35STA 41+60STA 41+85STA 44+61STA 44+36STA 44+86ALIGN OUTSIDE EDGE OF GRAVEL SHOULDER WITH CURRENT IMPROVEMENTS STA 41+35 - 41+85 ALIGN OUTSIDE EDGE OF GRAVEL SHOULDER WITH CURRENT IMPROVEMENTS STA 44+36 - 44+86 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. 11/12/2021 45+0046+0047+0048+0049+0050+005347 5351 32' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 3' TO 13' 29' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 1' TO 2'ELEVATION-(FT)502 503 504 505 506 507 508 509 510 511 512 502 503 504 505 506 507 508 509 510 511 512 45+00 45+25 45+50 45+75 46+00 46+25 46+50 46+75 47+00 47+25 47+50 47+75 48+00 48+25 48+50 48+75 49+00 49+25 49+50 49+75 50+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 45+00 - STA 50+00 PHASE 2 C2.4 15/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 50+00PLANSTA 45+00PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) 1 OVERHEAD POWER ASPHALT PATHWAY 13 POSSIBLE LOCATION UNDERGROUND POWER 16 16 FPUD FIBER VAULT FPUD POWER VAULT #5347 Feet 0 20 40STA 47+03STA 47+35STA 46+74HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. 11/12/2021 JJ50+0051+0052+0053+0054+0055+005205 5201 FPUD 5201 TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 8' 185' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 13' TO 5' TRANSISTION DISTANCE FROM CURB UNIFORMLY 13.6' TO 1' 4.7 ELEVATION-(FT)502 503 504 505 506 507 508 509 510 511 512 502 503 504 505 506 507 508 509 510 511 512 50+00 50+25 50+50 50+75 51+00 51+25 51+50 51+75 52+00 52+25 52+50 52+75 53+00 53+25 53+50 53+75 54+00 54+25 54+50 54+75 55+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 50+00 - STA 55+00 PHASE 2 C2.5 16/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK STA 55+00PLANSTA 50+00OVERHEAD POWERASPHALT PATHWAY PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) POSSIBLE LOCATION UNDERGROUND POWER 16 16 FPUD VAULT FPUD POWER VAULT #52011313 STA 52+14PATH WIDTH VARIES SIGN FACING WEST STOP SIGN STOP SIGN 12 9 20 11 10 10 LANDSCAPE PLANNED TO BE CONSTRUCTED BY PRIVATE DEVELOPER IN SPRING 2022. CONTRACTOR TO COORDINATE INSTALLATION WITH PRIVATE DEVELOPER. MATCH GRADE TO EXISTING SIDEWALK 19 19 STA 50+43STA 50+60STA 52+76PEDESTRIAN CROSSING SIGN PEDESTRIAN CROSSING SIGN HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. SIDEWALK PLANNED TO BE CONSTRUCTED BY PRIVATE DEVELOPER IN SPRING 2022. CONTRACTOR TO COORDINATE INSTALLATION WITH PRIVATE DEVELOPER. 11/12/2021 ELEVATION-(FT)502 503 504 505 506 507 508 509 510 511 512 502 503 504 505 506 507 508 509 510 511 512 50+00 50+25 50+50 50+75 51+00 51+25 51+50 51+75 52+00 52+25 52+50 52+75 53+00 53+25 53+50 53+75 54+00 54+25 54+50 54+75 55+00 JJ50+0051+0052+0053+0054+0055+005205 5201 FPUD 5201 TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 8' 185' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 13' TO 5' TRANSISTION DISTANCE FROM CURB UNIFORMLY 13.6' TO 1' 4.7 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 50+00 - STA 55+00 PHASE 3 C3.1 17/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH WITH EXISTING SIDEWALK 1 STA 55+00PLANSTA 50+00OVERHEAD POWER ASPHALT PATHWAY PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) POSSIBLE LOCATION UNDERGROUND POWER 16 16 FPUD FIBER VAULT FPUD POWER VAULT #52011313 STA 54+41STA 32+18STOP AHEAD SIGN PATH WIDTH VARIES STOP SIGN PATHWAY STOP SIGN PATH WIDTH VARIES SIGN 12 9 20 11 10 10 EXISTING SIDEWALK EXISTING LANDSCAPING MATCH GRADE TO EXISTING SIDEWALK 19 19 STA 53+39STA 54+61STA 54+87STA 54+87STA 54+61HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. EXISTING LOCATION OF STOP SIGN, RELOCATED NEARBY NEW LOCATION STOP SIGN CASCADE NATURAL GAS LINE LOCATION UNKNOWN 11/12/2021 55+0056+0057+0058+0059+0060+005201 TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 7' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 7' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 8' AND ≈7' ALIGN WITH FRONT OF VAULT TRANSITION PATH WIDTH UNIFORMLY BETWEEN 7' AND 10' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 7' AND 10' AND GRAVEL SHOULDER WIDTH UNIFORMLY BETWEEN 1' AND 2' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 7' AND 10' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8'ELEVATION-(FT)502 503 504 505 506 507 508 509 510 511 512 502 503 504 505 506 507 508 509 510 511 512 55+00 55+25 55+50 55+75 56+00 56+25 56+50 56+75 57+00 57+25 57+50 57+75 58+00 58+25 58+50 58+75 59+00 59+25 59+50 59+75 60+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 55+00 - STA 60+00 PHASE 3 C3.2 18/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 60+00PLANSTA 55+00OVERHEAD POWER ASPHALT PATHWAY PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) 16FPUD POWER VAULT 13 1STA 56+36STA 56+61STA 56+86ALIGN OUTSIDE EDGE OF GRAVEL SHOULDER WITH CURRENT IMPROVEMENTS STA 56+31 - 56+86 STA 59+36STA 59+61STA 59+86ALIGN OUTSIDE EDGE OF GRAVEL SHOULDER WITH CURRENT IMPROVEMENTS STA 59+31 - 59+86 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION TO STA 60+23 SHEET C3.3 STA 59+83STA 56+36STA 56+36HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. 11/12/2021 MATCH TO GRADE AND PAVE AROUND FPUD FIBER60+0061+0062+0063+0064+0065+005207 5211 5216 5215 BBEC TRANSITION PATH WIDTH UNIFORMLY BETWEEN 7' AND 10' TRANSITION PATH WIDTH UNIFORMLY BETWEEN 10' AND 7' TRANSITION DISTANCE FROM CURB UNIFORMLY 1' TO 15' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 11' TO 8' 25' TRANSITION DISTANCE FROM CURB UNIFORMLY FROM 8' TO 11' TRANSITION DISTANCE FROM CURB UNIFORMLY 15' TO 18'ELEVATION-(FT)506 507 508 509 510 511 512 513 514 515 516 506 507 508 509 510 511 512 513 514 515 516 60+00 60+25 60+50 60+75 61+00 61+25 61+50 61+75 62+00 62+25 62+50 62+75 63+00 63+25 63+50 63+75 64+00 64+25 64+50 64+75 65+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 60+00 - STA 65+00 PHASE 3 C3.3 19/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 65+00PLANSTA 60+00PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE Feet 0 20 40 1 13 STA 62+33STA 62+58STA 62+83ALIGN OUTSIDE EDGE OF GRAVEL SHOULDER WITH CURRENT IMPROVEMENTS STA 65+33 - 65+83 STA 64+00STA 64+25OVERHEAD POWER ASPHALT PATHWAY ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO)STA 50+00≈1 PATH APPROXIMATELY 21 2" ABOVE TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION FROM STA 69+83 SHEET C3.2 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION ≈1 PATH APPROXIMATELY 21 2" ABOVE TOP OF CURB 0% VERTICAL SLOPE 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION FROM STA 69+83 SHEET C3.2 40' UNIFORMLY TRANSITION SLOPE AND ELEVATION STA 60+23STA 60+42STA 60+82STA 60+23STA 60+42STA 60+82HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 16 16TYP. 11/12/2021 FPUD FIBER65+0066+0067+0068+0069+0070+005217 TRANSITION DISTANCE FROM CURB UNIFORMLY 25' TO 1' TRANSITION DISTANCE FROM CURB UNIFORMLY 1' TO 22' TRANSITION DISTANCE FROM CURB UNIFORMLY 29' TO 25' TRANSITION DISTANCE FROM CURB UNIFORMLY 18.5' TO 1' TRANSITION DISTANCE FROM CURB UNIFORMLY 22' TO 29'ELEVATION-(FT)510 511 512 513 514 515 516 517 518 510 511 512 513 514 515 516 517 518 65+00 65+25 65+50 65+75 66+00 66+25 66+50 66+75 67+00 67+25 67+50 67+75 68+00 68+25 68+50 68+75 69+00 69+25 69+50 69+75 70+00 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1"= 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 65+00 - STA 70+00 PHASE 3 C3.4 20/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 70+00PLANSTA 65+00PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE Feet 0 20 40 1STA 65+42OVERHEAD POWER ASPHALT PATHWAY STA 65+65STA 67+42STA 68+21STA 68+44STA 68+66STA 69+35ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 9" THICK, 3" TO 6" ROUND RIVER ROCK AROUND PLATFORM ON BASE OF 2" OF CSTC APPROX. 770 FT. SQ 13 13 7 7 7 16 TYP. 11/12/2021 70+0071+0072+0073+0074+0075+00TRANSITION DISTANCE FROM CURB UNIFORMLY 1' TO 16' 160' UNIFORMLY TRANSITION SLOPE AND ELEVATION ELEVATION-(FT)516 517 518 519 520 521 522 523 524 516 517 518 519 520 521 522 523 524 70+00 70+25 70+50 70+75 71+00 71+25 71+50 71+75 72+00 72+25 72+50 72+75 73+00 73+25 73+50 73+75 74+00 74+25 74+50 74+75 75+00 STA 75+00R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 70+00 - STA 75+00 PHASE 3 C3.5 21/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N PLANSTA 70+00PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE 1 13 Feet 0 20 40 ELEVATION ALONG NORTH EDGE OF ASPHALT PATH(3" ABOVE TOP OF CURB UNO) 1 OVERHEAD POWER ASPHALT PATHWAY 1 STA 74+35STA 72+76ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (EXISTING GRADE) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP. 11/12/2021 75+0076+0077+0078+0079+00TRANSITION DISTANCE FROM CURB UNIFORMLY 16' TO 1' 255' UNIFORMLY TRANSITION SLOPE AND ELEVATION ELEVATION-(FT)516 517 518 519 520 521 522 523 524 516 517 518 519 520 521 522 523 524 75+00 75+25 75+50 75+75 76+00 76+25 76+50 76+75 77+00 77+25 77+50 77+75 78+00 78+25 78+50 78+75 79+00 79+25 79+50 79+7579+85 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 75+00 - STA 79+85 PHASE 3 C3.6 22/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N PLANSTA 75+00PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE 1 13 Feet 0 20 40 ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (EXISTING GRADE) OVERHEAD POWER ASPHALT PATHWAY STA 77+35STA 79+85HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE.STA 79+8511/12/2021 JJJ 81+0480+0081+00FPUD FIBER TRANSITION DISTANCE FROM CURB UNIFORMLY 1' TO 20.5'ELEVATION-(FT)516 517 518 519 520 521 522 523 524 516 517 518 519 520 521 522 523 524 79+85 80+00 80+25 80+50 80+75 81+00 81+25 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN PROFILE STA 80+00 - STA 80+79 PHASE 3 C3.7 23/5311/12/2021 ISSUED FOR BID JP 49510S F E TTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 80+89PLANSTA 79+85PROFILE APPROXIMATE EXISTING GRADE AT PATH CENTERLINE 1 13 21 16 Feet 0 20 40 ELEVATION ALONG NORTH EDGE OF ASPHALT PATH (3" ABOVE TOP OF CURB UNO) OVERHEAD POWER ASPHALT PATHWAYSTA 79+85STA 80+79HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. TYP.21 13 11/12/2021 EXISTING SPEED LIMIT 35 SIGN J0+001+002+003+004+005+000000 BIG BEND STA 1+22 11.4'R SEE NOTE #6 FACING WEST STA 3+70 11.9'R SEE NOTE #3 END STA 1+04 11.8'R SEE NOTE #3 START SEE DETAIL SHEET C3.1 STA 1+81 4.3'R SEE NOTE #2 END STA 3+70 5.9'R SEE NOTE #2 END STA 0+62 7.7'R SEE NOTE #1 STA 2+94 4.4'R SEE NOTE #2 START STA 2+93 17.1'R SEE NOTE #2 START STA 0+64 2.3'R SEE NOTE #8 STA 1+27 5.2'R SEE NOTE #1 STA 1+28 18.2'R SEE NOTE #1 STA 0+58 3.7'R SEE NOTE #2 START STA 1+80 17.4'R SEE NOTE #2 END STA 0+59 5.1'R SEE NOTE #7 STA 1+22 11.4'R SEE NOTE #4 FACING EAST STA 0+76 11.8'R SEE NOTE #3 START STA 3+69 17.9'R SEE NOTE #2 END STA 0+47 0.2'L SEE NOTE #9 STA 2+94 10.4'R SEE NOTE #3 START STA 0+28 35.1'R SEE NOTE #2 START STA 0+62 14.9'R SEE NOTE #1 STA 9+07 16.2'R SEE NOTE #2 END5+006+007+008+009+0010+00BIG BEND 0007 STA 8+20 10.5'R SEE NOTE #5 START STA 9+06 4.5'R SEE NOTE #2 END STA 6+74 5.9'R SEE NOTE #2 END STA 8+20 4.2'R SEE NOTE #2 START STA 6+00 4.3'R SEE NOTE #2 START STA 8+63 5.2'R SEE NOTE #1 STA 9+06 10.5'R SEE NOTE #5 END STA 8+20 16.3'R SEE NOTE #2 START STA 8+63 9.7'R SEE NOTE #1 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 0+00 - STA 10+00 PHASE 1 C4.1 24/5311/12/2021 ISSUED FOR BID JP STA 5+00STA 0+00STA 5+00KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 STA 10+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 PLAN PLAN 11/12/2021 15+0016+0017+0018+0019+0020+000016 BIG BEND STA 17+55 4.0'R SEE NOTE #2 END STA 17+53 11.7'R SEE NOTE #5 END STA 18+36 5.0'R SEE NOTE #2 START STA 18+36 17.2'R SEE NOTE #2 STA 16+53 9.7'R SEE NOTE #5 START STA 17+12 4.9'R SEE NOTE #1 STA 19+21 18.8'R SEE NOTE #2 END STA 17+12 8.5'R SEE NOTE #1 STA 17+57 15.6'R SEE NOTE #2 END STA 16+52 15.5'R SEE NOTE #2 STA 19+21 6.6'R SEE NOTE #2 END STA 16+53 3.5'R SEE NOTE #2 START STA 18+81 5.9'R SEE NOTE #2 END STA 18+84 5.6'R SEE NOTE #2 START STA 11+62 3.6'R SEE NOTE #2 END 10+0011+0012+0013+0014+0015+000026 BIG BEND BIG BEND STA 10+54 5.3'R SEE NOTE #2 START STA 13+45 3.7'R SEE NOTE #2 START STA 13+87 11.3'R SEE NOTE #1 STA 10+66 9.5'R SEE NOTE #1 STA 10+54 17.2'R SEE NOTE #2 STA 10+67 16.0'R SEE NOTE #1 STA 11+56 5.7'R SEE NOTE #1 STA 14+25 3.8'R SEE NOTE #2 END STA 11+62 9.8'R SEE NOTE #5 END STA 11+60 11.9'R SEE NOTE #1 STA 10+54 11.3'R SEE NOTE #5 START STA 14+25 9.6'R SEE NOTE #5 END STA 13+45 15.7'R SEE NOTE #2 START STA 14+24 15.8'R SEE NOTE #2 END STA 11+61 15.6'R SEE NOTE #2 END STA 13+83 5.7'R SEE NOTE #1 STA 13+45 8.6'R SEE NOTE #5 START STA 10+87 4.1'R SEE NOTE # MOVE FLASHING BEACON TO THIS LOCATION R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 10+00 - STA 20+00 PHASE 1 C4.2 25/5311/12/2021 ISSUED FOR BID JP STA 15+00STA 10+00STA 15+00STA 20+0049510S F E TTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 20+0021+0022+0023+0024+0025+005316 STA 22+71 5.2'R SEE NOTE #2 START STA 22+72 17.2'R SEE NOTE #2 START STA 24+71 8.7'R SEE NOTE #1 STA 22+73 8.5'R SEE NOTE #1 STA 24+82 3.8'R SEE NOTE #2 END STA 24+74 14.9'R SEE NOTE #1 STA 24+82 15.8'R SEE NOTE #2 END STA 22+72 10.8'R SEE NOTE #5 START STA 22+76 14.1'R SEE NOTE #1 25+0026+0027+0028+0029+0030+00STA 29+34 10.6'R SEE NOTE #5STA 25+78 14.0'R SEE NOTE #2 START STA 25+78 3.3'R SEE NOTE #2 START STA 25+78 9.0'R SEE NOTE #5 STA 26+25 5.9'R SEE NOTE #1 STA 26+69 9.9'R SEE NOTE #5 END STA 26+69 3.9'R SEE NOTE #2 END STA 26+28 10.9'R SEE NOTE #1 STA 26+70 15.2'R SEE NOTE #2 END STA 29+35 13.1'R SEE NOTE #1 STA 29+34 15.9'R SEE NOTE #2 START STA 30+01 6.2'R SEE NOTE #1 STA 29+33 5.4'R SEE NOTE #2 START STA 29+34 8.4'R SEE NOTE #1 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 20+00 - STA 30+00 PHASE 1 C4.3 26/5311/12/2021 ISSUED FOR BID JP STA 25+00STA 20+00STA 25+00STA 30+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 J J J30+0031+0032+0033+0034+0035+005335 BBEC STA 32+26 10.0'R SEE NOTE #5 START STA 32+26 15.9'R SEE NOTE #2 START STA 32+72 5.1'R SEE NOTE #1 STA 32+71 10.0'R SEE NOTE #4 STA 32+33 13.2'R SEE NOTE #1 STA 33+13 38.6'R SEE NOTE #2 END STA 32+26 3.8'R SEE NOTE #2 START STA 32+28 7.2'R SEE NOTE #1 STA 32+85 0.6'R SEE NOTE #2 END STA 32+84 6.1'R SEE NOTE #5 END STA 33+04 29.8'R SEE NOTE #1 STA 32+45 21.4'R SEE NOTE #6 STA 33+11 30.4'R SEE NOTE #5 END STA 32+66 10.5'R SEE NOTE #4 STA 33+07 24.6'R SEE NOTE #8 STA 33+77 9.6'R SEE NOTE #5 START STA 33+70 14.4'R SEE NOTE #2 START STA 33+87 4.2'R SEE NOTE #7 STA 33+90 2.3'R SEE NOTE #8 STA 33+96 11.2'R SEE NOTE #1 STA 33+93 6.9'R SEE NOTE #1 STA 34+01 16.8'R SEE NOTE #4 STA 30+04 11.5'R SEE NOTE #1 STA 30+07 3.1'R SEE NOTE #2 END STA 30+08 15.1'R SEE NOTE #2 END STA 30+08 8.7'R SEE NOTE #5 END STA 33+84 4.5'R SEE NOTE #2 START STA 33+08 28.8'R SEE NOTE #7 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20112 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 30+00 - STA 40+00 PHASE 1 C4.4 27/5311/12/2021 ISSUED FOR BID JP STA 35+00STA 30+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN Feet 0 20 40 11/12/2021 J J J30+0031+0032+0033+0034+0035+005335 BBEC STA 32+26 10.0'R SEE NOTE #5 START STA 32+26 15.9'R SEE NOTE #2 START STA 32+72 5.1'R SEE NOTE #1 STA 32+71 10.0'R SEE NOTE #4 STA 32+33 13.2'R SEE NOTE #1 STA 33+13 38.6'R SEE NOTE #2 END STA 32+26 3.8'R SEE NOTE #2 START STA 32+28 7.2'R SEE NOTE #1 STA 32+85 0.6'R SEE NOTE #2 END STA 32+84 6.1'R SEE NOTE #5 END STA 33+04 29.8'R SEE NOTE #1 STA 32+45 21.4'R SEE NOTE #6 STA 33+11 30.4'R SEE NOTE #5 END STA 32+66 10.5'R SEE NOTE #4 STA 33+07 24.6'R SEE NOTE #8 STA 33+77 9.6'R SEE NOTE #5 START STA 33+70 14.4'R SEE NOTE #2 START STA 33+87 4.2'R SEE NOTE #7 STA 33+90 2.3'R SEE NOTE #8 STA 33+96 11.2'R SEE NOTE #1 STA 33+93 6.9'R SEE NOTE #1 STA 34+01 16.8'R SEE NOTE #4 STA 30+04 11.5'R SEE NOTE #1 STA 30+07 3.1'R SEE NOTE #2 END STA 30+08 15.1'R SEE NOTE #2 END STA 30+08 8.7'R SEE NOTE #5 END STA 33+84 4.5'R SEE NOTE #2 START STA 33+08 28.8'R SEE NOTE #7 35+0036+0037+0038+0039+0040+00STA 39+11 21.3'R SEE NOTE #2 START 5339 FPUD FIBER 5339 STA 35+38 17.7'R SEE NOTE #1 STA 35+47 20.5'R SEE NOTE #2 END STA 39+18 14.3'R SEE NOTE #1 STA 39+21 18.6'R SEE NOTE #1 STA 35+35 13.3'R SEE NOTE #1 STA 35+46 15.5'R SEE NOTE #4 END STA 39+12 11.4'R SEE NOTE #2 START STA 39+12 16.5'R SEE NOTE #5 START STA 39+87 4.4'R SEE NOTE #1 STA 39+92 11.5'R SEE NOTE #2 END STA 39+90 8.7'R SEE NOTE #1 STA 39+92 6.6'R SEE NOTE #4 END STA 35+47 10.4'R SEE NOTE #2 END STA 39+92 1.5'R SEE NOTE #2 END R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 30+00 - STA 40+00 PHASE 2 C5.1 28/5311/12/2021 ISSUED FOR BID JP STA 35+00STA 30+00STA 35+00STA 40+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 40+0041+0042+0043+0044+0045+00STA 41+25 11.5'R SEE NOTE #2 START STA 41+25 6.6'R SEE NOTE #5 START STA 44+25 11.8'R SEE NOTE #2 START STA 41+25 1.7'R SEE NOTE #2 START STA 44+95 11.7'R SEE NOTE #2 END STA 41+95 11.7'R SEE NOTE #2 END STA 41+57 3.5'R SEE NOTE #1 STA 41+61 7.0'R SEE NOTE #1 STA 44+95 7.0'R SEE NOTE #4 END STA 44+95 1.8'R SEE NOTE #2 END STA 41+95 6.8'R SEE NOTE #4 END STA 44+58 3.9'R SEE NOTE #1 STA 41+95 1.7'R SEE NOTE #2 END STA 44+25 6.9'R SEE NOTE #5 START STA 44+62 7.4'R SEE NOTE #1 STA 44+25 1.9'R SEE NOTE #2 START 45+0046+0047+0048+0049+0050+005347 5351 STA 46+98 2.9'R SEE NOTE #2 START STA 46+98 7.8'R SEE NOTE #5 START STA 46+97 12.7'R SEE NOTE #2 START STA 47+47 13.5'R SEE NOTE #2 END STA 46+98 5.4'R SEE NOTE #1 STA 47+40 15.6'R SEE NOTE #1 STA 47+47 23.5'R SEE NOTE #2 END STA 47+47 18.4'R SEE NOTE #4 END STA 47+43 20.9'R SEE NOTE #1 STA 47+01 10.3'R SEE NOTE #1 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 40+00 - STA 50+00 PHASE 2 C5.2 29/5311/12/2021 ISSUED FOR BID JP STA 45+00STA 40+00STA 45+00STA 50+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 JJ50+0051+0052+0053+0054+0055+005205 FPUD 5201 STA 52+55 17.4'R SEE NOTE #8 STA 52+01 12.4'R SEE NOTE #5 START STA 52+02 17.3'R SEE NOTE #2 START STA 52+01 7.4'R SEE NOTE #2 START STA 52+40 12.9'R SEE NOTE #1 STA 52+43 10.4'R SEE NOTE #5 END STA 52+66 12.4'R SEE NOTE #2 END STA 54+12 10.8'R SEE NOTE #6STA 53+48 10.4'R SEE NOTE #8 STA 54+50 18.7'R SEE NOTE #5 STARTSTA 52+55 8.6'R SEE NOTE #7 STA 53+39 13.1'R SEE NOTE #2 START STA 53+63 20.6'R SEE NOTE #1 STA 53+58 26.6'R SEE NOTE #4 STA 53+81 23.2'R SEE NOTE #2 END STA 53+82 13.1'R SEE NOTE #2 END STA 53+44 23.0'R SEE NOTE #2 START STA 54+50 13.6'R SEE NOTE #2 START STA 52+37 8.5'R SEE NOTE #1 STA 53+42 18.2'R SEE NOTE #5 START STA 54+50 22.9'R SEE NOTE #2 START STA 52+43 5.5'R SEE NOTE #2 END STA 53+81 18.2'R SEE NOTE #4 END STA 53+59 15.5'R SEE NOTE #1 STA 54+58 21.2'R SEE NOTE #1 STA 54+55 16.6'R SEE NOTE #1 STA 53+45 13.6'R SEE NOTE #7 STA 52+42 1.7'L SEE NOTE #9 STA 52+50 51.9'L SEE NOTE #10 STA 52+36 2.4'R SEE NOTE 10 STA 51+76 5.8'R SEE NOTE #4 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 50+00 - STA 60+00 PHASE 2 C5.3 30/5311/12/2021 ISSUED FOR BID JP STA 55+00STA 50+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN 11/12/2021 JJ50+0051+0052+0053+0054+0055+005205 FPUD 5201 STA 52+55 17.4'R SEE NOTE #8 STA 52+01 12.4'R SEE NOTE #5 START STA 52+02 17.3'R SEE NOTE #2 START STA 52+01 7.4'R SEE NOTE #2 START STA 52+40 12.9'R SEE NOTE #1 STA 52+43 10.4'R SEE NOTE #5 END STA 52+66 12.4'R SEE NOTE #2 END STA 54+12 10.8'R SEE NOTE #6STA 53+48 10.4'R SEE NOTE #8 STA 54+50 18.7'R SEE NOTE #5 STARTSTA 52+55 8.6'R SEE NOTE #7 STA 53+39 13.1'R SEE NOTE #2 START STA 53+63 20.6'R SEE NOTE #1 STA 53+58 26.6'R SEE NOTE #4 STA 53+81 23.2'R SEE NOTE #2 END STA 53+82 13.1'R SEE NOTE #2 END STA 53+44 23.0'R SEE NOTE #2 START STA 54+50 13.6'R SEE NOTE #2 START STA 52+37 8.5'R SEE NOTE #1 STA 53+42 18.2'R SEE NOTE #5 START STA 54+50 22.9'R SEE NOTE #2 START STA 52+43 5.5'R SEE NOTE #2 END STA 53+81 18.2'R SEE NOTE #4 END STA 53+59 15.5'R SEE NOTE #1 STA 54+58 21.2'R SEE NOTE #1 STA 54+55 16.6'R SEE NOTE #1 STA 53+45 13.6'R SEE NOTE #7 STA 52+42 1.7'L SEE NOTE #9 SEE NOTE #10 STA 52+36 2.4'R SEE NOTE 10 STA 51+76 5.8'R SEE NOTE #4 55+0056+0057+0058+0059+0060+005201 STA 56+25 11.5'R SEE NOTE #2 START STA 56+95 1.5'R SEE NOTE #2 END STA 56+62 6.9'R SEE NOTE #1 STA 56+95 6.2'R SEE NOTE #4 END STA 56+25 1.5'R SEE NOTE #2 START STA 55+62 1.6'R SEE NOTE #2 END STA 55+62 6.6'R SEE NOTE #4 END STA 55+62 11.6'R SEE NOTE #2 END STA 56+59 3.3'R SEE NOTE #1 STA 55+51 4.3'R SEE NOTE #1 STA 55+14 3.5'R SEE NOTE #1 STA 55+17 7.1'R SEE NOTE #1 NOTE #2 START STA 56+25 6.5'R SEE NOTE #5 START STA 55+54 8.6'R SEE NOTE #1 STA 56+95 11.5'R SEE NOTE #2 END STA 59+25 6.1'R SEE NOTE #5 START STA 59+25 11.5'R SEE NOTE #2 START STA 59+95 6.6'R SEE NOTE #4 END STA 59+95 1.6'R SEE NOTE #2 ENDSTA 59+25 1.5'R SEE NOTE #2 START STA 59+95 11.6'R SEE NOTE #2 END STA 59+59 3.4'R SEE NOTE #1 STA 59+63 6.9'R SEE NOTE #1 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 50+00 - STA 60+00 PHASE 3 C6.1 31/5311/12/2021 ISSUED FOR BID JP STA 55+00STA 50+00STA 55+00STA 60+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 FPUD FIBER60+0061+0062+0063+0064+0065+005207 5211 5216 5215 BBEC STA 63+87 6.6'R SEE NOTE #5 START STA 62+26 1.5'R SEE NOTE #2 START STA 63+87 1.6'R SEE NOTE #2 START STA 62+25 11.5'R SEE NOTE #2 START STA 62+96 6.7'R SEE NOTE #4 END STA 62+26 6.0'R SEE NOTE #5 START STA 63+89 4.3'R SEE NOTE #1 STA 62+96 1.6'R SEE NOTE #2 END STA 62+63 6.8'R SEE NOTE #1 STA 63+87 11.6'R SEE NOTE #2 START STA 62+59 3.2'R SEE NOTE #1 STA 62+96 11.7'R SEE NOTE #2 END FPUD FIBER65+0066+0067+0068+0069+0070+005217 STA 67+72 1.4'R SEE NOTE #2 START STA 69+48 9.4'R SEE NOTE #1 STA 69+50 1.6'R SEE NOTE #2 END STA 67+72 6.3'R SEE NOTE #5 START STA 67+72 11.4'R SEE NOTE #2 START STA 65+95 1.5'R SEE NOTE #2 END STA 65+95 7.0'R SEE NOTE #4 END STA 68+46 36.6'R SEE NOTE #1 STA 67+77 4.0'R SEE NOTE #1 STA 69+50 6.8'R SEE NOTE #4 END STA 65+95 11.5'R SEE NOTE #2 END STA 68+43 31.5'R SEE NOTE #1 STA 65+75 4.7'R SEE NOTE #1 STA 67+80 9.4'R SEE NOTE #1 STA 69+45 4.2'R SEE NOTE #1 STA 69+50 11.6'R SEE NOTE #2 END STA 65+78 9.2'R SEE NOTE #1 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 60+00 - STA 70+00 PHASE 3 C6.2 32/5311/12/2021 ISSUED FOR BID JP STA 65+00STA 60+00STA 65+00STA 70+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 70+0071+0072+0073+0074+0075+00STA 79+74 6.7'R SEE NOTE #5 START STA 79+74 2.7'R SEE NOTE #2 START 75+0076+0077+0078+0079+0080+00STA 79+78 4.3'R SEE NOTE #1 STA 79+74 11.7'R SEE NOTE #2 START STA 79+81 8.3'R SEE NOTE #1 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 70+00 - STA 80+00 PHASE 3 C6.3 33/5311/12/2021 ISSUED FOR BID JP STA 75+00STA 70+00STA 75+00STA 80+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN PLAN 11/12/2021 JJJ 81+0480+0081+00FPUD FIBER STA 80+71 22.7'R SEE NOTE #1 STA 80+86 27.5'R SEE NOTE #4 END STA 80+79 33.7'R SEE NOTE #8 STA 80+36 25.6'R SEE NOTE #6 STA 80+90 33.3'R SEE NOTE #2 END STA 80+73 27.5'R SEE NOTE #1 STA 80+77 21.1'R SEE NOTE #2 END STA 80+79 26.2'R SEE NOTE #7 STA 80+36 7.6'R SEE NOTE #4 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY STRIPING AND SIGNAGE STA 80+00 - STA 81+04 PHASE 3 C6.4 34/5311/12/2021 ISSUED FOR BID JP STA 81+04STA 80+0049510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N Feet 0 20 40 KEYNOTES 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10.INSTALL 36" X 36" PEDESTRIAN CROSSING SIGN PER MUTCD SECTION 2C.50 PLAN 11/12/2021 502 J BIG BEND 2.0' WEST SIDE VIEW TRANSFORMER UNIMPROVEDPEDESTAL TO BERAISED BY UTILITYFENCE PROTECT IN PLACE 1.5% SLOPE (2% MAX) APPROXIMATE EXISTING GROUND PROPOSED GRADE APPROXIMATE EXISTING GROUND 6:1 MAX 2" HMA 7.5% SLOPE MAX1.5% SLOPE MAX ℄ PEDESTAL PROTECT IN PLACE 4" CSBC 4" CSTC 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES PER WSDOT STANDARD PLANS SEE SHEET C1.1 FOR REFERENCE 3' FROM ALIGNMENT TO FRONT OF CURB R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 0+44 PHASE 1 C7.1 35/5311/12/2021 ISSUED FOR BID JP BIG BEND TRANSFORMER PEDESTAL PROTECT IN PLACE PLAN-STA 0+44 PHOTO STA 01+092 1 BIG BEND TRANSFORMER PEDESTAL CROSS SECTION STA 0+44 2 PHOTO STA 0+501 IRRIGATION VALVE IN PATH ALIGNMENT ADJUST HEIGHT IRRIGATION VALVE IN PATH ALIGNMENT ADJUST HEIGHT IRRIGATION VALVE IN PATH ALIGNMENT ADJUST HEIGHT 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE STOP SIGN HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' Feet 0 5 10 11/12/2021 502 1+000000 2' 4' 4' 10' 4" CSTC 2" HMA 4" CSBC 4" CSBC ℄ CONTRACTOR TO DETERMINE SLOPE 4" CSTCPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBVAULT℄ APPROXIMATE EXISTING GROUND 2" HMA 4" CSBC 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 1' GRAVEL SHOULDER 4' PATH WIDTH 2.1' GRAVEL SHOULDER 4' PATH WIDTH R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 1+25 PHASE 1 C7.2 36/5311/12/2021 ISSUED FOR BID JP FPUD POWER VAULT PROTECT IN PLACE FPUD FIBER VAULT PROTECT IN PLACE PLAN-STA 1+25 PHOTO STA 1+253 3 FPUD FIBER VAULT FPUD POWER VAULT PATH WIDTH VARIES(EAST) STOP AHEAD(WEST) SIGNS CROSS SECTION STA 1+25 49510S F E TTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE Feet 0 5 10 HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 2" HMA 4" CSBC 4" CSBC APPROXIMATE EXISTING GROUND APPROXIMATE EXISTING GROUNDPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBVAULTVAULT 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 4" CSTC 0% SLOPE APPROX 1'-5 1 2" 5' SHOULDER LEVEL ADJUSTED TO VAULT HEIGHT 12' PATH WIDTH 505 1.6' 0007 1' 12' 2.5' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 6+48 PHASE 1 C7.3 37/5311/12/2021 ISSUED FOR BID JP Feet 0 5 10 FPUD POWER VAULT WEST FPUD FIBER VAULT EAST PLAN-STA 6+48 PHOTO STA 6+504 4 FPUD FIBER VAULT EAST FPUD POWER VAULT WEST CROSS SECTION STA 6+48 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 VAULT 4" CSBC 2" HMA 24" PIP PIPE IRRIGATION LINE, LOCATION VARIESPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB4" CSBC 4" CSTC APPROXIMATE EXISTING GROUND FINSHED GRADE SHOULDER 2" FROM TOP OF VAULT 8' PATH WIDTH 11' BIG BEND 4' 2' 4' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 8+63 PHASE 1 C7.4 38/5311/12/2021 ISSUED FOR BID JP Feet 0 5 10BIG BEND POWER VAULT PLAN-STA 8+63 PHOTO STA 8+605 5 BIG BEND POWER VAULT CROSS SECTION STA 8+63 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 APPROXIMATE EXISTING GROUND TRANSFORMER SERVICE PANEL4" CSBC 4" CSTC 2" HMA 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 4" CSBC 2' GRAVEL SHOULDER PROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB10' PATH WIDTH 6'11+001' 5' 5' 2' 6' 3' 7' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 11+16 PHASE 1 C7.5 39/5311/12/2021 ISSUED FOR BID JP Feet 0 5 10POWER SERVICE SCHOOL BEACON PLAN-STA 11+16 PHOTO STA 11+046 6 CROSS SECTION STA 11+16 RELOCATE EXISTING SCHOOL BEACON NEW LOCATION SCHOOL BEACON SEE NOTES SHEET C1.3 SERVICE PANEL FOR FLASHING BEACON BIG BEND POWER VAULT 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE SHEET NOTES FLASHING CROSSWALK BEACON TO BE MOVED SEE PLAN VIEW FOR ADDITIONAL NOTES HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 14 PHOTO STA 10+5514 11/12/2021 4" CSBC 0% SLOPE 4" CSTC APPROXIMATE EXISTING GROUNDPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB4" CSBC 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES ℄ 2" HMA MATCH GRADE TO ADJUSTED VAULT HEIGHT 13' PATH WIDTH 5' SHOULDER APPROX. 8.6" FROM TOP OF CURB, MATCH TO TOP OF VAULTD1.4' 0026 2' 2.9' 13' 3' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 12+63 PHASE 1 C7.6 40/5311/12/2021 ISSUED FOR BID JP Feet 0 5 10 PLAN-STA 12+63 PHOTO STA 12+617 7 FPUD FIBER VAULT EAST FPUD POWER VAULT WEST CROSS SECTION STA 12+63 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 4" CSTC 4" CSBC 1:3 ( U N I F O R M GRA D E ) APPROXIMATE EXISTING GROUND VAULT 2" HMA 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES APPROXIMATE EXISTING GROUND ℄PROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB2' GRAVEL SHOULDER 2' GRAVEL SHOULDER 10' PATH WIDTH14+00BIG BEND 3' 5' 5'S R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 13+84 PHASE 1 C7.7 41/5311/12/2021 ISSUED FOR BID JP BIG BEND POWER VAULT Feet 0 5 10 PLAN-STA 13+84 PHOTO STA 13+828 8 BIG BEND POWER VAULT CROSS SECTION STA 13+84 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 BIG BEND VAULT 4" CSTC 4" CSBCPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBAPPROXIMATE EXISTING GROUND BIG BEND TRANSFORMER ℄ 2" HMA 4" CSBC 1' GRAVEL SHOULDER GRAVEL SHOULDER PROPOSED GRADE 8' PATH WIDTH 1" ABOVE CURB 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 8'17+00BIG BEND 1' 1'S R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VAREIS VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 17+11 PHASE 1 C7.8 42/5311/12/2021 ISSUED FOR BID JP PLAN-STA 17+11 PHOTO STA 17+159 9 CROSS SECTION STA 17+11 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE BIG BEND TRANSFORMER BIG BEND VAULT BIG BEND POWER VAULT BIG BEND TRANSFORMER HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 2" HMA 4" CSBC 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 502.35 4" CSTC 4" CSBCAPPROXIMATE EXISTING GROUND 0% SLOPE APPROXIMATE EXISTING GROUNDPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBGRAVEL SHOULDER WIDTH VARIES SEE SHEET C7.9 MATCH GRADE TO ADJUSTED VAULT HEIGHT 11.6' PATH WIDTH ≈4" FROM TOP OF CURB ℄ PATH TO MATCH VAULT ELEVATION 19+000016 2' 1.5' 2.8' 2' 12' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 18+78 PHASE 1 C7.9 43/5311/12/2021 ISSUED FOR BID JP FPUD POWER VAULT WEST FPUD FIBER VAULT EAST PLAN-STA 18+78 PHOTO STA 18+7710 10 FPID FIBER VAULT EAST FPUD POWER VAULT WEST CROSS SECTION STA 18+78 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 4" CSBC 0% SLOPE APPROXIMATE EXISTING GROUNDPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBVAULT ℄ 4" CSBC 4" CSTC 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 2" HMA MATCH GRADE TO ADJUSTED VAULT HEIGHT 12' PATH WIDTH 6.5' SHOULDER 504503 2'23+005316 2' 12' 11'' 16'' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 23+11 PHASE 1 C7.10 44/5311/12/2021 ISSUED FOR BID JP Feet 0 5 10 GUY WIRES GUY WIRES FPUD FIBER PEDESTAL HAS BEEN RELOCATED VAULT FPUD FIBER PEDESTA L PLAN-STA 23+11 PHOTO STA 23+4511 1 1 VAULT FPUD POWER VAULT CROSS SECTION STA 23+11 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE 4" PVC IRRIGATION PIPE CAPPED BOTH ENDS. SEE PLAN VIEW. HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' EXISTING ADA RAMP AND CONCRETE PAD, PROTECT IN PLACE. SEE SHEET NOTE 1. SHEET NOTES 1. IF ADDITIVE BID SCHEDULE B IS AWARDED, N. RD. 93/POWERLINE PATHWAY IS TO BE CONSTRUCTED, AND GRAVEL SHOULDER SHOWN WOULD BE OMITTED. 11/12/2021 4" CSTC 2" HMA 4" CSBC APPROXIMATE EXISTING GROUND UTILITY POLE, PROTECT IN PLACE 4" CSBCPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 2' GRAVEL SHOULDER 10' PATH WIDTH 501 2' 5' 2' 6' 6' 2' 9' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 29+59 PHASE 1 C7.11 45/5311/12/2021 ISSUED FOR BID JP POWER POLE POWER VAULT PLAN-STA 29+59 PHOTO STA 29+2512 12 FPUD POWER VAULT Feet 0 5 10 CROSS SECTION STA 29+59 FPUD POWER POLE TRANSMISSION LINE POLE LANE ENDS SIGN 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 4" CSTC 2" HMA 4" CSTC 4" CSBC 4" CSBC 4" CSBC 4" CSBC 2" HMA APPROXIMATE EXISTING GROUND APPROXIMATE EXISTING GROUND 24" PIP PIPE IRRIGATION LINE, LOCATION VARIESPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB1' GRAVEL SHOULDER 1' GRAVEL SHOULDER 1' GRAVEL SHOULDER 7' WIDTH MATCH LEVEL TO EXISTING SIDEWALK 5' PATH WIDTH MATCH LEVEL TO EXISTING SIDEWALK 5' PATH WIDTH 502 7' J 1'33+002' 6' 5' 1' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 20012 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 32+72 PHASE 1 C7.12 46/5311/12/2021 ISSUED FOR BID JP CROSSWALK SIGN, PROTECT IN PLACE POWER POLE POWER VAULT, PROTECT IN PLACE CROSSWALK SIGN TO BE REMOVED JUNCTION BOX PLAN-STA 32+72 PHOTO STA 33+2713 JUNCTION BOX CROSSWALK SIGN TO BE REMOVED CROSSWALK SIGN, PROTECT IN PLACE POWER VAULT 13 Feet 0 5 10 CROSS SECTION STA 32+72 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21225 VARIES N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY SHEET NOT USED C8.1 47/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N SHEET NOT USED 11/12/2021 VAULT VAULT 4" CSTC 2" HMA ℄ 4" CSBC 4" CSBCPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB0% SLOPE LEVEL ADJUSTED TO VAULT HEIGHT 10' PATH WIDTH 2.5"60+005207 BBEC 5'1" 3'6" 5'4" R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 60+35 PHASE 3 C9.1 48/5311/12/2021 ISSUED FOR BID JP VAULT PLAN-STA 60+35 15 POWER VAULT Feet 0 5 10 PHOTO STA 60+35 CROSS SECTION STA 60+35 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE 15 HORIZONTAL SCALE: 3" = 10' VERTICAL SCALE: 1" = 10' 11/12/2021 PROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB4" CSTC ℄ 4" CSBC 3" -6" ROUND RIVER ROCK SEE SHEET C3.4 4" CSBC 5'' 1.35' 5" 3" -6" ROUND RIVER ROCK SEE SHEET C3.4 2" CSTC 4' 2' 4'4' 2' 5'68+004' 5' 2' 1' 2' 5' R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP 21226 VARIES VARIES BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLANS, SECTION & PHOTOS STA 68+44 PHASE 3 C9.2 49/5311/12/2021 ISSUED FOR BID JP PLAN-STA 68+44 16 STEEL PLATFORM Feet 0 5 10 PHOTO STA 68+44 CROSS SECTION STA 68+44 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE HORIZONTAL SCALE: 1" = 29' VERTICAL SCALE: 1" = 10' POWER POLE POWER POLE STEEL TRANSMISSION POLE GUY WIRE GUY WIRES STEEL PLATFORM STEEL TRANSMISSION POLE GUY WIRES 16 11/12/2021 4" CSTC2" HMA℄1.5% SLOPE (2% MAX)4"CSBC4" CSBC2' TO FENCELINE10' PATH WIDTH, UNOPATH TO BE AT OR ABOVEEXISTING GRADE504 504503505 2'TRANSITION SLOPE ANDGRADE UNIFORMLY TO MEETBURNS RD. PATHWAY PHASE 14+ 5 9 0+001+002+003+00 4+00 162°'136°'153°'148°'122°'53162'12'148°'50' TRANSMISSION LINEEASEMENT BPATRANSITION UNIFORMLYAT ANGLES INDICATEDON PLANS ≈37'TRANSITION UNIFORMLYAT ANGLES INDICATEDON PLAN 12'TRANSITION UNIFORMLYAT ANGLES INDICATEDON PLANS ≈35.5'T R A N S I T I O N U N I F O R M L Y A T A N G L E S I N D I C A T E D O N P L A N S ≈ 1 8 'RKnow what'sbelow.before you dig.CallREVISIONSDESCRIPTIONNO.DATEBYAPP'DDESIGNED BY:DRAWN BY:CHECKED BY:DATE:FILE NO:CITY OF PASCO"L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111 SHEET TITLE:SHEET ID:SHEET NO:HORIZ. SCALE:VERT. SCALE:NOTE:IF "L" DOES NOT MEASURE1" ADJUST SCALESACCORDINGLYLBSJP21306VARIESVARIESBURNS RD. PATHWAYPHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAYPLANS, SECTION & PHOTOSN. RD. 93/POWERLINE PATHWAYC10.150/5311/12/2021ISSUED FOR BIDJPPLAN-STA0+00 - 4+5917Feet0510PHOTOSTA 0+05CROSS SECTIONSTA 60+3549510S FET TA INOGTNOWASHR R ETGIESDEIGE EENORLNAP FORSSEINNOTE: FOR ADDITIONALINFORMATION NOT SHOWN, SEEHORIZONTAL SCALE: 3" = 10'VERTICAL EXAGGERATION: 1" = 2'POWERPOLE1720191820PHOTO19PHOTO18PHOTO11/12/2021 R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP SEE SHEETS N/A N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY DETAILS C11.1 51/5311/12/2021 ISSUED FOR BID JP CITY OF PASCO - STANDARD DETAIL ST-6 R: 09/06/2019 ST-4 R: 09/06/2019 CEMENT CONCRETE SIDEWALKCEMENT CONCRETE CURBS CITY OF PASCO - STANDARD DETAIL ST-6 R: 09/06/2019 CAST IRON VALVE BOXTYPICAL CROSS SECTION TYPICAL CROSS SECTION PHASE 1 CROSS SECTION 26+80 FILL 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOT TO SCALE PHOTO STA 27+80 NOTE: FOR ADDITIONAL INFORMATION NOT SHOWN, SEE 11/12/2021 4" CEMENT CONCRETE SEE DWG. NO. ST-6 FOR CURB DETAILS CROSS SLOPE 2% MAX. 1% MIN. NOTES: 1.JOINTS ON SIDEWALKS EVERY 5' (FEET) OR AS REQUIRED TO MATCH EXISTING IMPROVEMENTS (CUT 3/4" MIN. DEEP FOR AGGREGATE SEPARATION). THE JOINTS SHALL MATCH CURB JOINTS AND BE PERPENDICULAR TO THE CURB. 2.SIDEWALK EXPANSION JOINTS USING 1/2" JOINT FILLER MATERIAL ARE REQUIRED AT 30' SPACING, ALL CURB RETURNS, THE TOP AND BOTTOM OF ALL DRIVEWAY TRANSITIONS, AND AT EXISTING CONCRETE. 3.ALL 1/2" JOINT FILLER MATERIAL TO BE FULL DEPTH PENETRATION AND FLUSH WITH THE FINISHED SURFACE. 4.IF THE THREAT OF RAIN OR BLOWING SAND IS PRESENT, SURFACES SHALL BE COVERED WITH 6-MIL POLY SHEETING. IF THE THREAT OF FREEZING IS PRESENT, THE WORK SHALL BE COVERED WITH THERMAL CURING BLANKETS FOR A PERIOD OF SEVEN (7) DAYS. 5.CRUSHED SURFACING TOP COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF ASTM D1557. 6.HEADERBOARD BULKHEADS TO BE INSTALLED PRIOR TO FORM INSPECTION. 7.SIDEWALKS BEHIND MOUNTABLE AND DEPRESSED CURB SHALL HAVE 6" THICK CONCRETE. 8.SLOPE ALL SURFACES (I.E. LANDSCAPE WHERE DETACHED SIDEWALK) AT 2% FROM RIGHT OF WAY TO BACK OF CURB. 4" CRUSHED SURFACING TOP COURSE 5' RESIDENTIAL TYPE "D" DEPRESSED CURB AND GUTTER AT DRIVEWAY DROP AND ADA RAMPS TYPE "A" BARRIER CURB AND GUTTER 1/2" R 11" FLOW 9/16"TO ZERO CURB TERMINAL END STAB MIN. 3" TYP. EVERY CUT JOINT 1/2" R MATCH ROADWAY SLOPE VARIES 1/2"R 2% SEE NOTE 5 CEMENT CONCRETE VALLEY GUTTER 1"R LINE 7"7"25"7"12" 36" TAPER EXPANSION JOINT NOTES: 1.CONCRETE SHALL BE PER THE SPECIFICATIONS. 2.CUT JOINTS SHALL BE 10'-0" O/C. 3.EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS. 4.BONDING AGENT TO BE FOUR (4) PARTS PORTLAND CONCRETE SLURRY TO ONE (1) PART DAYTON SUPERIOR J-40, OR APPROVED EQUAL. 5.MATCH ROADWAY SLOPE. MAXIMUM COUNTER SLOPE SHALL BE 5.0%. 6.VALLEY GUTTER SHALL INCLUDE TWO (2) #4 REBAR. 1/4"R REBAR, SEE NOTE 6 B 6" 5/8" 6" 6" 18" 5/8" 18" 12" 1/2" 5-1/2" ℄ 1.5% SLOPE (2% MAX) 4" CSTC (COMPACT TO 90% DENSITY PER ASTM 1557) SUBGRADE (COMPACT TO 90% DENSITY PER ASTM 1557) 4" CSBC 1:3 SLO P E M A X . (UNIFO R M G R A D E ) 2" HMA 4" CSBC MATCH TO BOTTOM OF FENCE, PROTECT IN PLACE 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES. TAKE MEASURES REQUIRED TO PROTECTPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB1:3 S L O P E M A X . (UNI F O R M G R A D E ) 2', UNO 2' UNO FINSHED GRADE SHOULDER 2" FROM TOP OF CURB 5" REGARDLESS OF DISTANCE TO CURB, UNO 12' PATH WIDTH, UNO 3' UNO VARIES SEE PLAN WATER LID DETAIL TRACING WIRE SPLICE KIT, SEE SPECIFICATIONS 12" 18" 24" 36" 6" MIN. EXTENSION PIECE DETAIL MATCH NEW HMA WITH EXISTING HMA (CONCRETE COLLAR IN UNIMPROVED AREAS) IMPROVED SEE LID DETAIL SEE EXTENSION PIECE DETAIL MARKED WITH RAISED LETTERS ('WATER' OR 'IRR', AS APPROPRIATE), SEE SPECIFICATIONS 2" GAP 6" MIN. NOTES: 1.BUTTERFLY VALVES SHALL BE ORIENTED SUCH THAT THE OPERATING NUT AND VALVE BOX SHALL BE NEAR THE CENTERLINE. 2.SEE DWG. NO. W-20 FOR BEDDING. 2.5" COMMERCIAL HMA 6" MIN. WATER MAIN UNIMPROVED VALVE OPERATING EXTENSIONS SHALL BE INSTALLED TO PROVIDE A 4 FOOT OPERATING DEPTHTRACER WIRE #12 GAUGE COPPER WIRE WITH UF INSULATOR COLOR BLUE TIGHTLY WRAP WIRE 3 FULL TURNS BELOW VALVE OPERATOR FLANGE ON GATE VALVE AND AGAINST VALVE BODY ON B.F. VALVES. ATTACH WIRE TO CENTER OF PIPE AT MIN. 6' INTERVALS AND AT BENDS WITH DUCT TAPE 6" MIN. 6" MIN. 24" TOP SECTION VARIES IRR 4" MIN. CONCRETE CLASS 3000 CONCRETE COLLAR WITH LIGHT BROOM FIINISH APPROXIMATE EXISTING GROUND FENCE PROTECT IN PLACE ELEV. 498.25 AT BASE OF POLEPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB℄ 4" CSBC 1: 3 S L O P E M A X 4" CSTC 2" HMA 4" CSBC 24" PIP PIPE IRRIGATION LINE, LOCATION VARIES 2' GRAVEL SHOULDER 28' TOE OF FINISHED SLOPE TO CENTERLINE OF POLE 8' SLOPE MAX. 12' PATH WIDTH AT LEVEL WITH CURB R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS JP SEE SHEETS N/A N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY DETAILS CONTINUED C11.2 52/5311/12/2021 ISSUED FOR BID JP TYPICAL CROSS SECTION TYPICAL CROSS SECTION PHASE 3 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N NOT TO SCALE TYPICAL CROSS SECTION AT POWER POLES PHASES 2 & 3 CROSS SECTION 77+34 NOT TO SCALE NOT TO SCALE CROSS SECTION 74+32 NOT TO SCALE TYPICAL CROSS SECTION TYPICAL CROSS SECTION PHASE 2 & N. RD. 93/POWERLINE PATHWAY 11/12/2021 PROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB2" HMA ℄ 1:3 SLO P E M A X . (UNIFO R M G R A D E ) 1.5% SLOPE (2% MAX) EXISTING FENCE, PROTECT IN PLACE 4" CSBC 4" CSBC4" CSTC2.' 10' PATH WIDTH, UNO ≈23' 4" CSTC 2" HMA SUBGRADE (COMPACT TO 90% DENSITY PER ASTM 1557) 1:3 SLO P E M A X . (UNIFO R M G R A D E ) ℄ 1.5% SLOPE (2% MAX) 4" CSBC 4" CSBCPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBBU 10' PATH WIDTH, UNO 3" REGARDLESS OF DISTANCE TO CURB, UNO 1' UNO VARIES SEE PLAN FINSHED GRADE SHOULDER 2" FROM TOP OF CURB 2', UNO 4" CSBC 4" CSTC SUBGRADE (COMPACT TO 90% DENSITY PER ASTM 1557) 4" CSBC ℄ 1.5% SLOPE (2% MAX)PROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB2" HMA 7' PATH WIDTH, UNO 3" REGARDLESS OF DISTANCE TO CURB, UNO 1' UNO VARIES SEE PLAN 1', FINSHED GRADE SHOULDER 2" FROM TOP OF CURB PROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURBB 2" HMA ℄ 1:3 SLO P E M A X . (UNIFO R M G R A D E ) 1.5% SLOPE (2% MAX) EXISTING FENCE, PROTECT IN PLACE 4" CSBC 4" CSTC 4" CSBC 8.5" ≈23' 10' PATH WIDTH, UNOBU 4" CSTC 2" HMA SUBGRADE (COMPACT TO 90% DENSITY PER ASTM 1557) 1:3 SLO P E M A X . (UNIFO R M G R A D E ) ℄ 1.5% SLOPE (2% MAX) 4" CSBC 4" CSBCPROJECT ALIGNMENT FOLLOWSFRONT FACE OF CURB10' PATH WIDTH, UNO 3" REGARDLESS OF DISTANCE TO CURB, UNO 1' UNO VARIES SEE PLAN FINSHED GRADE SHOULDER 2" FROM TOP OF CURB 1', UNO TRANSITION SLOPE AND GRADE UNIFORMLY TO MEET BURNS RD. PATHWAY PHASE 1 4+590+001+002+003+004+00162°'136°'153°'148°'122°'CONNECT TO BURNS RD. PHASE 1 PATHWAY, ELIMINATE GRAVEL SHOULDER AND MERGE TO EXISTING ASPHALT. 23+00 5316148°'50' TRANSMISSION LINEEASEMENT BPATR A N S I T I O N U N I F O R M L Y AT A N G L E S I N D I C A T E D ON P L A N S ≈ 3 7 'TRANSITION UNIFORMLYAT ANGLES INDICATEDON PLAN 12 ' TR A N S I T I O N U N I F O R M L Y AT A N G L E S I N D I C A T E D O N P L A N S ≈ 3 5 . 5 'TRANSITION UNIF OR MLY AT ANGLES INDICATEDON PLANS ≈18'4+590+001+002+003+004+00STA 3+86 5.0'R SEE NOTE #2 START 23+00 STA 3+86 5.0'L SEE NOTE #2 START STA 4+58 10.5'R SEE NOTE #2 END STA 4+43 19.9'L SEE NOTE #2 END STA 3+94 0.0'R SEE NOTE #3 START STA 4+04 0.6'L SEE NOTE #3 END 5316STA 3+99 0.2'R SEE NOTE #10 REMOVE EXISTING RED DIAMOND SIGN AND POST PER FPUD REQUIREMENTS R Know what's below. before you dig.Call REVISIONS DESCRIPTIONNO.DATE BY APP'D DESIGNED BY: DRAWN BY: CHECKED BY: DATE: FILE NO: CITY OF PASCO "L"\\EPSILON\ENGINEERING\ENGINEERING WORKING FOLDER\+PROJ-TRANSPORTATION\+STREETS\20012 - PH 1_BURNS ROAD PATHWAY (100 TO 90)\CAD FILES\BURNS RD PATHWAY PH 1-2-3 20211111SHEET TITLE: SHEET ID: SHEET NO: HORIZ. SCALE: VERT. SCALE: NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY LBS NA 21306 1" = 20' N/A BURNS RD. PATHWAY PHASES 1, 2, 3, & N. RD. 93/POWERLINE PATHWAY PLAN, STRIPING AND SIGNAGE N. RD. 93/POWERLINE PATHWAY C12.1 53/5311/12/2021 ISSUED FOR BID JP 49510S F ETTAI N OGTNO WASH R R ETGIES DE IGE EEN O RLNAP FOR SS E I N STA 4+59STA 0+00STA 4+59STA 0+00PLAN STRIPING AND SIGNAGE STA 23+08 STA 23+43 KEYNOTES STRIPING 1.INSTALL ARROW PER WSDOT STANDARD PLAN M-9.50-02 2.INSTALL EDGE LINE 4” IN WIDTH PER WSDOT STANDARD PLAN M-20.10-03 WHITE 3.INSTALL MARKINGS AROUND OBSTRUCTIONS PER WSDOT STANDARD PLANS M-9.60-00 4.INSTALL 18” X 18” “PATH WIDTH VARIES” SIGN PER MUTCD 9B.02. VERIFY LOCATE BURIED POWER PRIOR TO INSTALLTION. 5.INSTALL SOLID LANE LINE PER WSDOT M-20.10.03 YELLOW 6.INSTALL 18” X 18” STOP AHEAD SIGN PER WSDOT MUTCD SECTION 9B.02 7.INSTALL STOP LINE PER WSDOT STANDARD PLANS M-9.60-00 8.INSTALL 18” X 18” STOP SIGN PER MUTCD SECTION 9B.02 9.INSTALL CROSSWALK MARKINGS PER WSDOT STD PLAN M-15.10-01 10. INSTALL TYPE 1 BOLLARD PER WSDOT STANDARD PLANS M-9.60-00 Feet 0 20 40 UNIFORMLY TRANSITION SLOPE AND ELEVATION TO MATCH PHASE 1 PATHWAY STA 3+80STA 4+501 OVERHEAD POWER ASPHALT PATHWAY 13 7 1 1 KEY NOTES EXISTING FENCE, PROTECT IN PLACE EXISTING IRRIGATION VALVE, ADJUST HEIGHT, UNLESS OTHERWISE NOTED, AND PROTECT IN PLACE. REMOVE AND RELOCATE EXISTING FLASHING BEACON AND REINSTALL ON NEW FOUNDATION PER WSDOT STANDARD PLANS J-21.10-04 AND MUTCD SECT. 22.16. DISPOSE OF EXISTING FOUNDATION. EXISTING SCHOOL ADVANCE SIGN, PROTECT IN PLACE. INSTALL 3 (30') 4" SCH 40 PVC WITH 4' COVER DEPTH AND CAPPED BOTH ENDS. EXISTING COMMUNICATIONS PEDESTAL, PROTECT IN PLACE EXISTING GUY WIRES, PROTECT IN PLACE. EXISTING SPEED LIMIT SIGN, PROTECT IN PLACE INSTALL PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-04 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-02 INSTALL SIDEWALK PER ST-4 SHEET C11.1 REMOVE AND REINSTALL EXISTING STOP/STREET NAME SIGN TO LOCATION INDICATED IN PLANS. EXISTING POWER POLE, PROTECT IN PLACE. INSTALL MARKINGS AND OR GRAVEL SHOULDERS PER PLAN, SECTION & PHOTOS SHEETS. REMOVE EXISTING CROSSWALK SIGN AND DELIVER TO CITY OF PASCO OPERATIONS 1025 GRAY AVE. PASCO, WA 99301 EXISTING UTILITY VAULT, PROTECT IN PLACE. MOVE EXISTING CROSSWALK SIGN AND BEACON TO STA 32+94 AND REINSTALL PER WSDOT STANDARD PLAN J-20.10-04. EXISTING TRANSFORMER, PROTECT IN PLACE. REMOVE AND DISPOSE OF EXISTING CURB WITHIN THE EXTENT OF NEW ADA RAMP. INSTALL PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-4.15-04. EXISTING IRRIGATION EQUIPMENT, PROTECT IN PLACE. 16 21 LF 4" PVC SLEEVE,CAPPED FOR FUTURE USE 11/12/2021