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Home My WebLink AboutRay Poland & Sons - Wayfinding Signage & Gateway Entrance 21262) CONTRACT DOCUMENTS WAYFINDING SIGNAGE & GATEWAY ENTRANCE CONTRACT NO. 21262 COPY____ PUBLIC WORKS DEPARTMENT (509) 545-3444 PO Box 293/525 North 3rd Ave. Pasco, WA 99301/www.pasco-wa.gov ADDENDUM NO. 1 WAYFINDING SIGNAGE & GATEWAY ENTRANCE Project Number 21262 March 16, 2022 Addendum No. 1 Acknowledgement Page This addendum includes: 1 - 8 ½ x 11” Acknowledgement Pages 1 - 8 ½ x 11” Bid Date 1 - 8 ½ x 11” Clarifications 2 - 8 ½ x 11” Bid Proposal (Addendum No. 1) 5 - Total Sheets ************************************************************************************************** This Addendum No. 1 is hereby issued for the Wayfinding Signage & Gateway Entrance project, and therefore made a part of and incorporated into Project Number 21262, referred to as “Contract Documents.” NOTICE is hereby given that this acknowledgement page must be signed and enclosed with your proposal documents for the Wayfinding Signage & Gateway Entrance project, Project Number 21262 as evidence that the submitting Contractor 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 CLARIFICATIONS Within the Information to Bidders, replace Bid Schedule with the following: BID SCHEDULE The proposal contains a base bid (Schedule A: Base Bid) and two (2) additive bid schedules (Schedule B: Additive Bid 1 and Schedule C: Additive Bid 2). The determination of the low bid is based on Schedule A: Base Bid, only. The City may elect to award one additive bid, both additive bids, or none of them. -------- PROPOSAL FORM Pay Item #1-3 in Schedule A: Base Bid; Pay Item #1 in Schedule B: Additive Bid 1; & Schedule C: Additive Bid 2 are corrected. These Pay Items are now: 8-21.5. An updated Proposal Form is attached to this Addendum. - Please note this Addendum will show P-# – Addendum No. 1 on the page numbers - Additionally, an updated digital Proposal Form will be replaced at www.cityofpascoplanroom.com under the Specs Tab and will remain titled: o ‘City of Pasco – Wayfinding Signage & Gateway Entrance - Locked.xls’ Bidders must use the latest version of the proposal form to prepare their bid submittal. Pasco, Washington 99301 ITEM NO. PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1 8-21.5 SIGN 80 1 LS 2 8-21.5 SIGN 81 1 LS 3 8-21.5 SIGN 86 1 LS 4 1-04.4(1)MINOR CHANGES 1 FA 5,000.00$ 5,000.00$ SUBTOTAL SALES TAX 8.60% TOTAL SCHEDULE 'A' ITEM NO. PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1 8-21.5 SIGN 76 1 LS SUBTOTAL SALES TAX 8.60% TOTAL SCHEDULE 'B' ITEM NO. PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE 1 8-21.5 SIGN 79 1 LS SUBTOTAL SALES TAX 8.60% TOTAL SCHEDULE 'C' GRAND TOTAL (SCH. 'A' + SCH. 'B'+ SCH. 'C') BID PROPOSAL Wayfinding Signage & Gateway Entrance Project No. 21262 HONORABLE MAYOR AND CITY COUNCIL City Hall Council Members & City Staff: Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. SCHEDULE A: Base Bid SCHEDULE B: Additive Bid 1 The undersigned declares that he has carefully examined the site(s) at Cable Bridge Park, Argent & 20th Intersection, Oregon Ave & Cemetery Rd Intersection, 4th & I-182 Intersection, and Lewis & 28th Intersection. And has carefully examined specifications, plans, laws, and ordinances covering fabricating and installing monument signage, earthwork, landscaping, placement of structural concrete, electrical, and other associated work. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES SCHEDULE C: Additive Bid 2 P-1 -- Addendum No. 1 DATED AT ____________am/pm THIS ___________DAY OF ______________,2022 SIGNED: ____________________________________ TITLE:_____________________________________________ PRINTED NAME: ________________________________________________________________________ NAME OF COMPANY: ___________________________________________________________________ ADDRESS: _____________________________________________________________________________ TELEPHONE: _________________________________________________________________________ STATE CONTRACTOR'S LICENSE NO.: _____________________________________________________ The Proposal Form, Subcontractor Disclosure, Bid Bond, Noncollusion Declaration, Prevailing Wage Reference, Mandatory Bidder Responsibility Checklist, Certification of Compliance with Wage Payment Statutes, and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the CIP Manager for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to Proceed and that substantial completion shall be no later than 60 working days from notice to proceed. The undersigned further agrees to pay as liquidated damage for each consecutive working day thereafter as provided in the current Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Accompanying this Proposal is a certified check, cashier's check or bid bond, payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check or bid bond accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check or bid bond accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) __________, __________ & _________ P-2 -- Addendum No. 1 TOC TABLE OF CONTENTS WAYFINDING SIGNAGE & GATEWAY ENTRANCE CONTRACT NO. 21262 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 Certification of Compliance with Wage Payment Statutes ............................................................. CCWPS-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 Benefit Code Key L&I Policy Statement CONSTRUCTION DRAWINGS AD-1 INVITATION TO BID WAYFINDING SIGNAGE & GATEWAY ENTRANCE Project No. 21262 The City of Pasco, Washington is inviting and requesting bid proposals for the Wayfinding Signage & Gateway Entrance. This project includes fabricating and installing monument signage, earthwork, landscaping, placement of structural concrete, electrical, and other associated work. This contract provides the Contractor sixty (60) working days to physically complete the work. Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room, beginning Friday, March 11, 2022. Bidders may obtain digital files at no cost. Printed documents are available, at bidders’ expense, by choosing the “Order” option. In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco is requiring Contractors to submit bids for this project through an online bidding process. The bidding shall be done through City of Pasco’s Plan Room secure network/platform: https://www.cityofpascoplanroom.com/jobs/public. Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be accepted up to 2:00PM on Tuesday, March 29, 2022. The Contractor will not be charged a fee to submit a bid. Bids will be publicly opened and read aloud, in the City of Pasco Council Chambers at 2:00PM on March 29, 2022. Additionally, the City will hold the Bid Opening via Microsoft Teams. The link can be found under the project at www.cityofpascoplanroom.com/jobs/public OR, via telephone, United States +1 (323) 676-6197, Phone Conference ID: 726-946-726#. All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check, Cashier’s Check or Bid Bond in the amount of not less than 5 percent (5%) of the total bid. As this is an online bidding process the Bidder’s original hard-copy Bid Bond must be submitted in a sealed envelope prior to the bid opening deadline. For full Bid Bond submittal requirements refer to Information to Bidders. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.15 and who are listed on Abadan’s City of Pasco Plan Room Plan Holders list. Upon award, Contractor (and subcontractors) shall have a current City of Pasco Business License. Technical questions regarding the scope of this project should be put in writing up until three working days prior to bid opening and directed to Jacob Sevigny, PE – Engineer II, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco, WA 99301, Email: sevignyj@pasco-wa.gov. The City of Pasco, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252,42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority, and women- owned businesses are encouraged to submit bids. The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the Americans with Disabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its programs and activities. This material can be made available in an alternate format by e-mailing Dustin Wittman at wittmand@pasco-wa.gov or calling (509) 545-3447. The City reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco. DATED: March 8, 2022 PUBLISH: March 11, 2022 March 18, 2022 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 2022 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 2022 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 registered as a Plan Holder and has 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 Inspector 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 (electronic) 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 • Certification of Compliance with Wage Payment Statutes • 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 prior to bid submission. This Excel version will be located in the ‘Specs’ tab on the City of Pasco Plan Room site: (https://www.cityofpascoplanroom.com). The spreadsheet is titled ‘City of Pasco – Wayfinding Signage & Gateway Entrance - 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 (original) 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 March 29, 2022. 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 Bond 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: Wayfinding Signage & Gateway Entrance SHIPPING ADDRESS: 525 N 3rd Ave Pasco, WA 99301 (or) MAILING ADDRESS: PO Box 293 Pasco, WA 99301 Please note if it is mailed or shipped it must arrive by the 2:00pm deadline on Tuesday, March 29, 2022. C. Do not submit your Bid Proposal in your sealed Bid Bond envelope as the Bidding for this project will be completed securely online (electronically) at: www.cityofpascoplanroom.com. 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. IB 4 of 5 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 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 IB 5 of 5 Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub-contractors have not submitted the approved Intent form; nor may not release retainage until the Contractor and all sub-contractors have submitted the approved Affidavit forms. The City requests that certified payroll for the Contractor and all sub-contractors be provided on a weekly basis. 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: Wayfinding Signage & Gateway Entrance Tuesday, March 29, 2022 2:00 PM - 2:30 PM (PST) Please join this meeting from 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,,726946726# United States, Los Angeles Phone Conference ID: 726 946 726# 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 one (1) bid schedule (Base Schedule) and two (2) additive bid schedules (Schedule A and Schedule B). The determination of the low bid is based on the grand total of the Base Schedule. 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 Certification of Compliance with Wage Payment Statutes ............................................................. CCWPS-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 February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE 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, 2022 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) (******) 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. DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the installation of wayfinding signage and gateway entrance improvements within the City of Pasco. Work consists of fabricating and installing monument signage, earthwork, minor grading, placement of structural concrete, landscape curbing, landscaping, irrigation, electrical, and traffic control. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-2 1-01 Definitions and Terms 1-01.3 Definitions (January 19, 2022 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 Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications or WSDOT General Special Provisions, to the terms “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-3 All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1- 08.5. Contract Bond The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for “Contract”. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency or Engineer to the successful Bidder signifying the Contracting Agency’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-4 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: 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 (January 19,2022 APWA GSP Option B) The first sentence of the ninth paragraph, beginning with “Any prospective Bidder desiring…”, is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business 3 business days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-5 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 Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. Preparation of Proposal (December 10, 2020 APWA GSP, Option B) 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 two paragraphs, and replace them with the following: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-6 A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any UDBE 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. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 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 Information to Bidders. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Proposal when the Proposal or Bid Deposit is received after the time specified in the Call for Bids for receipt of Proposals or received in a location other than that specified in the Call for Bids for receipt of Proposals unless an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency 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 Contracting Agency resume. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-7 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 Contracting Agency 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 Contracting Agency; c. Receipt of Addenda is not acknowledged; 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. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-8 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 Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency 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 Contracting Agency 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 Contracting Agency 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 Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency 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 Contracting Agency 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 Contracting Agency’s final determination. Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency 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 Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 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. 1-03 AWARD AND EXECUTION OF CONTRACT City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-9 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder’s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. Execution of Contract (January 19, 2022 APWA GSP) Revise this section to read: Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the successful Bidder shall provide the information necessary to execute the Contract to the Contracting Agency. The Bidder shall send the contact information, including the full name, email address, and phone number, for the authorized signer and bonding agent to the Contracting Agency. 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 Contracting Agency. Within ten 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4, the Transfer of Coverage form for the Construction Stormwater General Permit with sections I, III, and VIII completed when provided. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of five 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-10 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 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 Contracting Agency-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 Contracting Agency 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 Contracting Agency 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 Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-11 1-04 SCOPE OF THE WORK Coordination of Contract Documents, Plans, Special Provisions, Specifications and Addenda (December 10, 2020 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Standard Specifications, 6. Contracting Agency’s Standard Plans or Details (if any), and 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 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 Contracting Agency. 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 Contracting Agency at the Contractor’s expense. 1-04.4(1) Minor Changes (May 30, 2019 APWA GSP) Delete the first paragraph and replace it with the following: Payments or credits for changes amounting to $5,000 or less may be made under the Bid item “Minor Change”. At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4, Changes. All “Minor Change” work will be within the scope of the Contract Work and will not change Contract Time. Differing Site Conditions (Changed Conditions) (******) City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-12 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. 1-05 CONTROL OF WORK Inspections of Work and Materials (******) Supplement this section with the following: The Contracting Agency 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 Contracting Agency 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 Contracting Agency 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 Contracting Agency 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. At the beginning of the project, or each applicable construction activity, the Contractor shall meet with Contracting Agency 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 Contracting Agency 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 (October 1, 2005 APWA GSP) Supplement this section with the following: City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-13 If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-14 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 Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-15 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) One-Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency’s written notice of a defect, and shall complete such work within the time stated in the Contracting Agency’s notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency’s own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor’s work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-16 1-05.15 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: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.18 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 Contracting Agency 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 Contracting Agency 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. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-17 • Accurate locations, both horizontally and vertically, of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light 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 Contracting Agency at all times. Prior to acceptance of the work, the Contractor shall deliver to the Contracting Agency 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 Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use (******) Supplement this section with the following: Submittal Process Processing Time Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Contracting Agency’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. Contracting Agency 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 Contracting Agency 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. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-18 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.” 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 Contracting Agency 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 Contracting Agency and schedule all material and compaction testing required by these special provisions, which will be paid for by the Contracting Agency. All costs associated with subsequent testing due to failure to meet acceptance criteria will be paid by the Contractor. Trench Backfill The Contracting Agency will perform three (3) compaction tests, at varying depths, within the first one hundred (100) feet of pipeline installed to establish compaction method. Once a satisfactory method has been established by the Contractor, one test shall be performed for each one hundred (100) linear feet of pipeline installed. Te sts shall be taken at varying City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-19 depths along the trench. Compaction method shall be reestablished each time backfill material, compaction equipment, or method of operation changes. Ballast and Crushed Surfacing The Contracting Agency 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 Contracting Agency 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). 1-06.2(2) Statistical Evaluations of Materials for Acceptance (******) Delete Section 1-06.2(2). 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or near the project site. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-20 (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). 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 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 Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-21 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.17 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 change throughout the duration of the project, the Contractor shall contact the Contracting Agency to obtain alternate contact information. The Contractor is responsible for coordination in advance of work with the contacts below to avoid delays. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-22 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 relocations@centurylink.com Sunnyside, WA (509) 839-6651 - Office (208) 565-7770 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 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) 547-3831 (509) 727-0168 Cell City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-23 Fire Department (Pasco) Deputy Chief Ed Dunbar dunbare@pasco-wa.gov 509-543-5730 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 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency 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 Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee acceptable to the Contracting Agency 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 City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-24 respects the Contracting Agency’s insurance, self-insurance, or self-insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor ’s insurance and shall not contribute with it. E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 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 Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, 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 forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-25 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 Contracting Agency, the Contractor shall forward to the Contracting Agency 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 Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency 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 Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 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 Contracting Agency, the Contractor shall forward to the Contracting Agency 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 Contracting Agency’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 Contracting Agency. 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. 1-07.18(5)A Commercial General Liability City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-26 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: $1,000,000 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. 1-07.23 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 Contracting Agency. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-27 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 Contracting Agency for review 48 hours 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 Contracting Agency immediately upon the accidental disruption of any public or private service. The disrupted service shall be restored the same day as the disruption occurred. 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section and replace it with the following: City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-28 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. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. (******) Add the following new section: City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-29 1-07.28 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 Contracting Agency. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (******) 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 Contracting Agency 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 Contracting Agency, 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. 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: City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-30 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 Contracting Agency 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 Engineer 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 Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency’s material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-31 1-08.1 Subcontracting (May 30, 2019 APWA GSP, Option B) Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”. 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit 2 copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be 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. 1-08.4 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 Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5.OPT7.FR1 Time for Completion Supplement this section with the following: (March 13, 1995 WSDOT GSP) This project shall be physically completed within 60 working days. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-32 (January 19, 2022 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 Engineer declares as unworkable. The statement will be identified as a Written Determination by the Engineer. If the Contractor does not agree with the Written Determination of working days, the Contractor shall pursue the protest procedures in accordance with Section 1-04.5. By failing to following the procedures of Section 1-04.5, 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. 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: 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 Contracting Agency 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 copy 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 Contracting Agency in accordance with Section 8-01.3(16). g. Property owner releases per Section 1-07.24 City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-33 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. 1-09.9 Payments (January 19, 2022 APWA GSP) 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. 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; City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-34 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. Failure to perform any of the obligations under the Contract by the Contractor may be decreed by the Contracting Agency to be adequate reason for withholding any payments until compliance is achieved. Upon completion of all Work and after final inspection (Section 1-05.11), the amount due the Contractor under the Contract will be paid based upon the final estimate made by the Engineer and presentation of a Final Contract Voucher Certification to be signed by the Contractor. The Contractor's signature on such voucher shall be deemed a release of all claims of the Contractor unless a Certified Claim is filed in accordance with the requirements of Section 1-09.11 and is expressly excepted from the Contractor’s certification on the Final Contract Voucher Certification. The date the Contracting Agency signs the Final Contract Voucher Certification constitutes the final acceptance date (Section 1-05.12). If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher Certification or any other documentation required for completion and final acceptance of the Contract, the Contracting Agency reserves the right to establish a Completion Date (for the purpose of meeting the requirements of RCW 60.28) and unilaterally accept the Contract. Unilateral final acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending establishment of a Completion Date and unilateral final acceptance will be provided by email with delivery confirmation from the Contracting Agency to the Contractor, which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30 calendar day period will begin on the date the email with delivery confirmation is received by the Contractor. The date the Contracting Agency unilaterally signs the Final Contract Voucher Certification shall constitute the Completion Date and the final acceptance date (Section 1-05.12). The reservation by the Contracting Agency to unilaterally accept the Contract will apply to Contracts that are Physically Completed in accordance with Section 1-08.5, or for Contracts that are terminated in accordance with Section 1-08.10. Unilateral final acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of their responsibility to comply with all Federal, State, tribal, or local laws, ordinances, and regulations that affect the Work under the Contract. Payment to the Contractor of partial estimates, final estimates, and retained percentages shall be subject to controlling laws. City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-35 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 Contracting Agency 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 Contracting Agency; 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 Contracting Agency 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 Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-09.13(1) General (January 19, 2022 APWA GSP) Revise this section to read: Prior to seeking claims resolution through arbitration or litigation, the Contractor shall proceed in accordance with Sections 1-04.5 and 1-09.11. The provisions of Sections 1-04.5 and 1- 09.11 must be complied with in full as a condition precedent to the Contractor’s right to seek claim resolution through binding arbitration or litigation. Any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be resolved, as prescribed herein, through binding arbitration or litigation. The Contractor and the Contracting Agency mutually agree that those claims or causes of action which total $1,000,000 or less, which are not resolved by mediation, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. The Contractor and the Contracting Agency mutually agree that those claims or causes of action in excess of $1,000,000, which are not resolved by mediation, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. END DIVISION 1 City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-36 DIVISION 2 EARTHWORK 2-07 WATERING 2-07.1 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 Contracting Agency from any and all such claims. When directed by the Contracting Agency, 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 Contracting Agency. 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: 2-07.2 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. 2-07.4 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 February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-37 2-07.5 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. END DIVISION 2 City of Pasco February 2022 21262 WAYFINDING SIGNAGE AND GATEWAY ENTRANCE SP-38 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-21 Permanent Signing Supplement this section with the following: 8-21.4 Measurement The Bid Item “Sign ____” shall be measured as lump sum (LS). 8-21.5 Payment (******) The lump sum payment for “Sign ____” shall be full compensation for all labor, equipment, and materials as required to complete all mobilization, traffic control, fabrication, clearing and grubbing, demolition, installation of monument signage, placement of structural concrete, landscaping, earthwork, irrigation, electrical, record drawings, and other associated work as shown on the Plans. END DIVISION 8 Wage Rates WA State Prevailing Wage Rates Benefit Code Key L&I Policy Statement 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: 03/29/2022 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 $72.54 5N 1C View Franklin Brick Mason Journey Level $53.34 5A 1M View Franklin Building Service Employees Janitor $14.49 1 View Franklin Building Service Employees Shampooer $14.49 1 View Franklin Building Service Employees Waxer $14.49 1 View Franklin Building Service Employees Window Cleaner $14.49 1 View Franklin Cabinet Makers (In Shop)Journey Level $14.49 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 Bridge, Dock & Wharf Carpenter $58.01 7E 4X 9E 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 Bell/Vehicle or Submersible Operator Not Under Pressure $61.82 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 $61.82 7E 4X View Operator Franklin Divers & Tenders Remote Operated Vehicle Tender/Technician $59.01 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 $14.49 1 View Franklin Electricians - Inside Cable Splicer $76.01 5A 11F View Franklin Electricians - Inside Journey Level $73.42 5A 11F View Franklin Electricians - Inside Welder $78.60 5A 11F 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 $88.89 5A 4D View Franklin Electricians - Powerline Construction Certified Line Welder $81.65 5A 4D View Franklin Electricians - Powerline Construction Groundperson $52.91 5A 4D View Franklin Electricians - Powerline Construction Heavy Line Equipment Operator $81.65 5A 4D View Franklin Electricians - Powerline Construction Journey Level Lineperson $81.65 5A 4D View Franklin Electricians - Powerline Construction Line Equipment Operator $70.02 5A 4D View Franklin Electricians - Powerline Construction Meter Installer $52.91 5A 4D 8W View Franklin Electricians - Powerline Construction Pole Sprayer $81.65 5A 4D View Franklin Electricians - Powerline Construction Powderperson $60.75 5A 4D View Franklin Electronic Technicians Journey Level $46.20 5I 1B View Franklin Elevator Constructors Mechanic $103.81 7D 4A View Franklin Elevator Constructors Mechanic In Charge $112.09 7D 4A View Franklin Fabricated Precast Concrete Products Journey Level $14.49 1 View Franklin Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $14.49 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 $57.24 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 Cleaner Journey Level $14.49 1 View Franklin Inland Boatmen Journey Level $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $14.49 1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $14.49 1 View Franklin Insulation Applicators Journey Level $51.25 7E 4X 8N View Franklin Ironworkers Journeyman $66.91 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 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 Pilot Car $41.94 7B 1M 9D 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 Driven, Except Dual Mobile $44.31 7B 1M 8Z View 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 Scaleman $41.94 7B 1M 9D 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 Window Washer, Cleaner $41.94 7B 1M 9D 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 $14.49 1 View Franklin Metal Fabrication (In Shop)Laborer $14.49 1 View Franklin Metal Fabrication (In Shop)Machine Operator $14.49 1 View Franklin Metal Fabrication (In Shop)Painter $14.49 1 View Franklin Metal Fabrication (In Shop)Welder $14.49 1 View Franklin Millwright Journey Level $71.07 5A 1B View Franklin Modular Buildings Journey Level $14.49 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 $14.49 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 & $53.36 7B 4W 9A View Tower. All Attachments Incl. 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, Hydra-life & Similar $50.28 7B 4W 9A View 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- hammer & Similar $50.28 7B 4W 9A View 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-Cableway Operators $51.76 7B 4W 9A View Underground Sewer & Water Franklin Power Equipment Operators- Underground Sewer & Water Canal Lining Machine (concrete) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Carrydeck & Boom Truck (under 25 Tons) $51.21 7B 4W 9A View 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-Cranes (86 to 99 Tons) And All $52.86 7B 4W 9A View Underground Sewer & Water Climbing, Overhead, Rail & Tower. All Attachments Incl. 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-Fork Lift Or Lumber Stacker,$50.28 7B 4W 9A View Underground Sewer & Water Hydra-life & Similar Franklin Power Equipment Operators- Underground Sewer & Water Generator Plant Engineers (diesel Or Electric) $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Gin Trucks (pipeline)$50.28 7B 4W 9A View 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-Mixer (portable - Concrete)$50.28 7B 4W 9A View Underground Sewer & Water Franklin Power Equipment Operators- Underground Sewer & Water Mixermobile $50.89 7B 4W 9A View Franklin Power Equipment Operators- Underground Sewer & Water Mobile Crusher Operator (recycle Train) $51.49 7B 4W 9A View 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- Underground Sewer & Water Rubber-tired Skidders (r/t With Or Without Attachments) $51.05 7B 4W 9A View 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-Vacuum Drill (reverse $51.05 7B 4W 9A View Underground Sewer & Water Circulation Drill Under 8 Inch Bit) 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 $57.22 5A 4A View Franklin Power Line Clearance Tree Trimmers Spray Person $54.32 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Equipment Operator $57.22 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer $51.18 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $38.99 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 $14.49 1 View Franklin Residential Marble Setters Journey Level $28.42 1 View Franklin Residential Painters Journey Level $14.49 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 $14.49 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-Journey Level $14.65 1 View Electrical) Franklin Soft Floor Layers Journey Level $54.41 5A 3J View Franklin Solar Controls For Windows Journey Level $14.49 1 View Franklin Sprinkler Fitters (Fire Protection) Journey Level $60.86 7J 1R View Franklin Stage Rigging Mechanics (Non Structural) Journey Level $14.49 1 View Franklin Stone Masons Journey Level $53.34 5A 1M View Franklin Street And Parking Lot Sweeper Workers Journey Level $14.49 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 $52.44 5D 1V 8M View Franklin Truck Drivers Asphalt Mix To 20 Yards $52.24 5D 1V 8M View Franklin Truck Drivers Dump Truck $52.24 5D 1V 8M View Franklin Truck Drivers Dump Truck & Trailer $52.44 5D 1V 8M View Franklin Truck Drivers Other Trucks $52.13 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and under $52.44 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $52.78 5D 1V 8M View Franklin Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $18.45 1 View Franklin Well Drillers & Irrigation Pump Installers Oiler $14.49 1 View Franklin Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 1 of 15 ************************************************************************************************************ 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 ac tually 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 w age. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 2 of 15 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 Mo nday 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 ma y be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 3 of 15 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 a m 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 th e 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 P ER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 4 of 15 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 thos e 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 th e 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 Saturda y, 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 Saturda y, 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 3/3/2022 thru 8/30/2022 5 of 15 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 s hall 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 d ouble 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 h ourly 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 additio nal hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 6 of 15 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 ho urly 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 requ ire 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 o f 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 perfor med 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 Fr iday 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 3/3/2022 thru 8/30/2022 7 of 15 Overtime Codes Continued 11. 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. F. 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-half times the hourly rate of wage for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and h olidays shall be paid at double the hourly rate of wage. G. 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 ti me 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 nine (9) hours or more. When an employee returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate u ntil he/she shall have the nine (9) hours rest period. H. 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 w orked 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 ten (10) hours or more. When an employee returns to work without at least ten (10) 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 ten (10) hours rest period. Overtime Codes Continued Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 8 of 15 11. I. 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. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours, and all work performed on 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 two dollar ($2.00) per hour for all hours worked that shift. 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, Thanksgiv ing 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 Fa lls 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 3/3/2022 thru 8/30/2022 9 of 15 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, Thanks giving 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, Thanksg iving 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 shal l 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 3/3/2022 thru 8/30/2022 10 of 15 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 whic h 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 a ccordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 11 of 15 Holiday Codes Continued 7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independen ce 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 M onday. 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 3/3/2022 thru 8/30/2022 12 of 15 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 M onday. J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). 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. Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 13 of 15 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 flagger s and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effecti ve 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 be nefits, 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 30 0’ - $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 3/3/2022 thru 8/30/2022 14 of 15 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 bo atswains 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 s hift. 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 per formed 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 3/3/2022 thru 8/30/2022 15 of 15 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 boatswai ns 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 s uch 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 03/03/2022 Edition, Published February 1, 2022 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 03/03/2022 Edition, Published February 1, 2022 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 03/03/2022 Edition, Published February 1, 2022 3 X X X X X X X X X X 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 Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 4 X X X X X X X 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 Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 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 03/03/2022 Edition, Published February 1, 2022 6 X X X X X ,m ec 18 18 X X X X X X 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 296-127-0 Covered by WAC 296-127-0 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 Supplemental to Wage Rates 03/03/2022 Edition, Published February 1, 2022 7 X X X X X X X X X X 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 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 03/03/2022 Edition, Published February 1, 2022 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 03/03/2022 Edition, Published February 1, 2022 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 03/03/2022 Edition, Published February 1, 2022 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 03/03/2022 Edition, Published February 1, 2022 11 Construction Drawings NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L0.X COVER SHEET.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON COVER SHEET 1775402/11/20221" = XX'NKNKBC100%CONSTRUCTIONDOCUMENTSL0.00120SHEET INDEX1L0.00COVER SHEET2L1.00SIGN MATERIAL - REGIONAL GATEWAY SIGNS3L1.01SIGN MATERIAL - CITY GATEWAY SIGNS4L2.00SIGN 80 LAYOUT AND DEMOLITION PLAN5L2.01SIGN 81 LAYOUT AND DEMOLITION PLAN6L2.02SIGN 86 LAYOUT AND DEMOLITION PLAN7L2.03SIGN 76 LAYOUT AND DEMOLITION PLAN8L2.04SIGN 79 LAYOUT AND DEMOLITION PLAN9S1.1PGENERAL NOTES10S1.2P GENERAL NOTES11S1.3P GENERAL NOTES12S2.1PCITY.GATE.113S2.2R CITY.GATE.214S2.3P REG.GATE.115E0.1ELECTRICAL SPECIFICATIONS, GENERALNOTES, ABBREVIATIONS AND LEGENDS16E2.1SIGN 79 - LIGHTING PLAN17E2.2 SIGN 80 - LIGHTING PLAN18E2.3 SIGN 81 - LIGHTING PLAN19E6.1ONE-LINE DIAGRAMS AND FEEDER SCHEDULE20E8.1 ELECTRICAL DETAILSLANDSCAPE ARCHITECTCONTACT: BRYAN COLEEMAIL: bcole@mackaysposito.comOWNERCITY OF PASCO525 N. 3RD AVEPASCO, WA. 99301CONTACT: JACOB SEVIGNYPHONE: (509) 544-3080 EX: 6414EMAIL: SEVIGNYJ@PASCO-WA.GOV1110 OSPREY POINTE AVE, SUITE 105PASCO, WA 99301PHONE (509) 619-7092www.mackaysposito.comELECTRICALTRINDERA ENGINEERING1130 W. HAYDEN AVE. SUITE #101HAYDEN, ID 83835CONTACT: GRADY WEISZEMAIL: gweisz@trindera.comPHONE: (208) 417-2983STRUCTURALPCS STRUCTURAL SOLUTIONS101 SW. MAIN ST.PORTLAND, OR 97204CONTACT: JACK PINKARDEMAIL: JPINKARD@PCS-STRUCTURAL.COMPHONE: (503) 232-3746WAYFINDING SIGNAGE AND GATEWAY ENTRANCECITY OF PASCO, WASHINGTON 16'-8"1'-3"7"1 1/2"7"1 1/2"7"1 1/2"7"1 1/2"1'-2"3"1 1/2"7"2 1/2"3'-2"1'-6"9"2"7"2"1'-4"4"8'-1"4'-1"3'-9"2'-9"FRONT ELEVATIONTOP ELEVATION5'-3" 12'-5" 5'-6 1/2"2'-3"1 3/4"16'-5"1 3/4"1 3/4"11 1/2"1 3/4"3"BACK ELEVATIONSIDE ELEVATION12'-11 1/2"14'-7"3'-9 1/2"R 2 ' - 4 "R6'-0 1 /4" R2 ' - 8 1 / 4 "CORTEN PANEL DIMENSIONSNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L1.X SIGN MATERIALS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON REGIONAL GATEWAY MATERIALS 1775402/11/2022AS SHOWNNKNKBC100%CONSTRUCTIONDOCUMENTSL1.00220COLOR LEGEND- COLOR TO MATCH MATTHEWS PAINT MP 11477 *- COLOR TO MATCH PANTONE 2955 C *- COLOR TO MATCH PANTONE 7739 C *- COLOR TO MATCH PANTONE RED 032 C *- COLOR TO MATCH PANTONE 7563 C *- COLOR TO MATCH PANTONE 2175 C *- COLOR TO MATCH PANTONE- COLOR TO MATCH PRISMATIC POWDERS GOLDEN CHAMPAGNE PTB-5604 **- CORTEN STEEL- 3M SCOTCHCAL ELECTROCUT OPAQUE VINYL FILM. COLOR: 7725-10 WHITE- VINYL GUARD SLEEVE, COLOR: BLUE **** CUSTOM COLOR: CHARACTERS 3M CUSTOM INKSDIRECT TO 3930 WITH 3M APPROVED CLEARUV/GRAFFITI OVERLAMINATE. APPLIED PERMANUFACTURERS SPECIFICATIONS. *** KNOCKOUT WHITE: CHARACTERS 3M CUSTOM INKSDIRECT TO 3930 WITH 3M APPROVED CLEARUV/GRAFFITI OVERLAMINATE. APPLIED PERMANUFACTURERS SPECIFICATIONS.**POWDER COATING: PRISMATIC POWDERS ORAPPROVED EQUAL.*SURFACE APPLIED: EXTERIOR SIGN PAINT ANDPROTECTIVE TOP COAT. MATTHEWS ACRYLICPOLYURETHANE WITH CLEAR COAT FINISH.SYMBOLDESCRIPTIONSTEEL 'L' ANGLE BRACKET. SEE STRUCTURAL SHEET S2.3P FOR MATERIALS AND FASTENERS TO THE WALL AND SIGNPANEL.ROUTER CUT DECORATIVE PATTERN WITH SMOOTH FINISH ON EDGES. DIGITAL FILES WILL BE PROVIDED TOCONTRACTOR FOR USE IN FABRICATION..1/4" SIGN PANEL. MATERIAL: 1/4" ALUMINUM SHEET, ROUTER CUT. PAINT EXPOSED SURFACES WITH MATTHEWS ACRYLICPOLYURETHANE COLOR AS NOTED, WITH CLEAR COAT SATIN FINISH.1/4" CORTEN SIGN PANEL. MATERIAL: 1/4" THICK CORTEN STEEL, ROUTER CUT WITH SMOOTH EDGES. COLOR: CORTENPRE-RUSTED WITH CLEAR COAT SATIN FINISH TO SEAL.CORONADO 3" SPLIT LIMESTONE. COLOR: GENOA SANDS. DRYSTACKED PER MANUFACTURERS SPECIFICATIONS USINGPLYMER-MODIFIED MORTAR MEETING ANSI A118.4 OR ANSI118.15.CUT LETTERS - 1/2" THICK LETTERS, 4 1/2" HEIGHT, CAST BRUSHED BRONZE, FONT: HOUSCHKA BOLD, PIN-MOUNT TOSIGN PANEL. TEXT: "CITY OF"DECORATIVE BAR - 1.5" X .75" X .125" THICK EXTRUDED ALUMINUM SQUARE TUBE CAPPED AT BOTH ENDS. POWDERCOATED, SEE COLOR LEGEND.DECORATIVE BAR - 3" X 3" X .125" THICK EXTRUDED ALUMINUM SQUARE TUBE CUSTOM SHAPED AND WELDED. POWDERCOATED, SEE COLOR LEGEND. DIGITAL FILE WILL BE PROVIDED TO CONTRACTOR FOR USE IN FABRICATION. PROVIDESHOP DRAWINGS DETAILING MOUNTING METHODS AND FASTENER SPECIFICATIONS.VINYL LETTERS - 4" HEIGHT. SURFACE APPLIED PER MANUFACTURERS STANDARDS. COLOR: WHITE, FONT: HOUSCHKABOLD. TEXT: "PASCO", "KENNEWICK", "RICHLAND" AND "WEST RICHLAND".2 1/2" PRECAST CONCRETE CAP, COLOR GRAY. SEE STRUCTURAL SHEET S2.3P.PROVIDE 1" MIN. CLEARANCE FROM STONE VENEER TO FINISHED GRADE, TYPICAL.GEMINI LETTERS CAST HALO-LIT LETTERS OR APPROVED EQUAL, 1' 7" HEIGHT, CAST BRUSHED BRONZE, FONT: TO MATCH VISIT TRI-CITIES LOGO. PIN-MOUNT TO SIGN PANEL. TEXT: "TR!-CITIES". DIGITAL FILE WILL BE PROVIDED TOCONTRACTOR.ANCHOR ROD ATTACHMENT. SEE SHEET S2.3P. TYPICAL.123456789101112KEY NOTESGENERAL NOTES1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TYPE SETTINGAND FASTENERS PRIOR TO FABRICATION OF THE SIGN.2.ALL FASTENERS SHOULD BE VANDAL PROOF AND PAINTED TO MATCHADJACENT MATERIAL.3.THE BIDDER WILL BE RESPONSIBLE FOR PURCHASE AND INSTALLATIONOF SPECIFIED CORTEN WITH MILL SCALE REMOVED PRIOR TOTREATMENT. CORTEN WILL BE TREATED WITH CORTEN+ RUSTACCELERATOR AND CORTEN+ SEALER PER MANUFACTURERSSPECIFICATIONS.4.PROVIDE PRODUCT SUBMITTALS FOR ALL MATERIALS IDENTIFIED INTHESE CONTRACT DOCUMENTS.5.ALL FASTENERS SHALL BE RATED FOR 100 MPH WIND SPEEDS.6.CONTRACTOR TO PROVIDE PRODUCT SUBMITTALS FOR ALLMATERIALS SHOWN ON THE CONTRACT DOCUMENTS.Scale: 3/8" = 1'-0"REG.GATE.11PASCOKENNEWICKRICHLANDWEST RICHLAND WELCOME TOB RYAN A. COLENO. 687 EXP. 01/28/20 23 S T A T EOFWASHINGTONLANDSCAPE ARCHI T E C T13 BACK ELEVATIONTOP VIEWFRONT ELEVATIONSIDE ELEVATIONWASHINGTONTR!-CITIESCORTEN PANEL DIMENSIONS11'-6"1'-3"5'-8"3'-8 1/2"1'-3"2'-0 3/4"1'-5"4"4"8"2 1/2"9"5 1/2"1'-5 1/4"8"9'-2 3/4"3 3/4"10'-1"9'-11 1/4"1'-5"R2'-0" R2 ' - 0 "R16'-0"1'-2"1'-3"1'-4"TOP VIEWFRONT ELEVATIONSIDE ELEVATIONBACK ELEVATIONTR!-CITIESWASHINGTONCORTEN PANEL DIMENSIONS6"4"4"2'-3"5'-4"1'-5"1'-3"13'-5"3'-8"1'-3"3"10'-0"11'-6"3'-8"1"1'-7"1"9'-6 1/2"R1'-6"R1'-6"R8'-0"8'-10 1/2"3"10"COMPACTEDSUBGRADECONCRETE LANDSCAPE CURBPROVIDE SCORE JOINTS EVERY 6'FINISH GRADENO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L1.X SIGN MATERIALS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON CITY GATEWAY MATERIALS 1775402/11/2022AS SHOWNNKNKBC100%CONSTRUCTIONDOCUMENTSL1.01320Scale: 1/2" = 1'-0"CITY.GATE.11Scale: 3/8" = 1'-0"CITY.GATE.22SYMBOLDESCRIPTIONSTEEL 'L' ANGLE BRACKET. SEE STRUCTURAL SHEET S2.1P AND S2.2P FOR MATERIALS AND FASTENERS TO THE WALL AND SIGN PANEL.ROUTER CUT DECORATIVE PATTERN WITH SMOOTH FINISH ON EDGES. DIGITAL FILES WILL BE PROVIDED FOR USE IN FABRICATION.CUT LETTERS - 1/2" THICK LETTERS, 4" HEIGHT. CAST BRUSHED BRONZE FONT: HOUSCHKA BOLD. PIN-MOUNT TO SIGNPANEL. TEXT: "CITY OF".CUT LETTERS - 1/2" THICK LETTERS, 6" HEIGHT, CAST BRUSHED BRONZE, FONT: HOUSCHKA BOLD. PIN-MOUNT TO SIGNPANEL. TEXT: "PASCO".CUT LETTERS - 1/2" THICK LETTERS, 8" HEIGHT, CAST BRUSHED BRONZE FONT: HOUSCHKA BOLD. PIN-MOUNT TO SIGNPANEL. TEXT: "PASCO".1/4" SIGN PANEL. MATERIAL: 1/4" ALUMINUM SHEET, ROUTER CUT. PAINT EXPOSED SURFACES WITH MATTHEWS ACRYLIC POLYURETHANECOLOR AS NOTED, WITH CLEAR COAT SATIN FINISH.1/4" CORTEN SIGN PANEL. MATERIAL: 1/4" THICK CORTEN STEEL, ROUTER CUT WITH SMOOTH EDGES. COLOR: CORTEN. PRE-RUSTED WITHCLEAR COAT SATIN FINISH TO SEAL.1/4" LOGO SIGN PANEL - 1/4" THICK ALUMINUM SHEET, LOGO IS ETCHED AND FILLED. ROUTER CUT, EDGES SMOOTH. POWDER COATED. TEXTCOLOR: P18. SIGN COLOR: P20.FORMED CONCRETE BASE. SACK FINISH. SEE SHEET S2.1P AND S2.2P FOR STRUCTURAL DETAILS.DECORATIVE BAR - 1.5" X .75" X .125" THICK EXTRUDED ALUMINUM SQUARE TUBE CAPPED AT BOTH ENDS. POWDER COATED, SEE COLORLEGEND. PROVIDE SHOP DRAWINGS DETAILING MOUNTING METHODS AND FASTENER SPECIFICATIONS.12345678910KEY NOTESCOLOR LEGEND- COLOR TO MATCH PANTONE 2175 C *- BLACK STALLION, COLOR TO MATCH MATTHEWS PAINT MP 33653. *- COLOR TO MATCH PRISMATIC POWDERS GOLDEN CHAMPAGNE PTB-5604 **- CORTEN STEEL**POWDER COATING: PRISMATIC POWDERS ORAPPROVED EQUAL.*SURFACE APPLIED: EXTERIOR SIGN PAINT ANDPROTECTIVE TOP COAT. MATTHEWS ACRYLICPOLYURETHANE WITH CLEAR COAT FINISH.CITY OFPASCOPASCOCITY OFB RYAN A. COLENO. 687 EXP. 01/28/ 2 0 23 ST A T EOFWASHINGTONLANDSCAPE ARCHIT EC T GENERAL NOTES1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TYPE SETTINGAND FASTENERS PRIOR TO FABRICATION OF THE SIGN.2.ALL FASTENERS SHOULD BE VANDAL PROOF AND PAINTED TO MATCHADJACENT MATERIAL.3.THE BIDDER WILL BE RESPONSIBLE FOR PURCHASE AND INSTALLATIONOF SPECIFIED CORTEN WITH MILL SCALE REMOVED PRIOR TOTREATMENT. CORTEN WILL BE TREATED WITH CORTEN+ RUSTACCELERATOR AND CORTEN+ SEALER PER MANUFACTURERSSPECIFICATIONS.4.PROVIDE PRODUCT SUBMITTALS FOR ALL MATERIALS IDENTIFIED INTHESE CONTRACT DOCUMENTS.5.ALL FASTENERS SHALL BE RATED FOR 100 MPH WIND SPEEDS.6.CONTRACTOR TO PROVIDE PRODUCT SUBMITTALS FOR ALLMATERIALS SHOWN ON THE CONTRACT DOCUMENTS.CLCLLANDSCAPE CURBINGScale 3" = 1'-03SUBMITTAL REQUIREMENTSSIGNSA. Delivery, Handling and Storage1.Delivery and Handling. Ship and deliver post, panels and all other sign components in the appropriate protective covering and crating to fully protect all sign components and surfaces against damage. Remove all protective covering,as required per product manufacturer instructions, in order to maintain warranties.2.Defects. All delivered sign components shall be delivered free of any defect, including, but not limited to scratches,chips, cracking, dents, peeling, bubbling, adhesive glue/tape marks, marker writings, undesirable film coatings or othervisual distractions or defects.B. Warranty1.Contractors Warranty Period: Contractor shall provide a warranty of 1 year from date of Substantial Completion, for allworkmanship associated with the fabrication and installation of the sign system.2.Product and Manufacturers Warranties. CONTRACTOR shall pass on to the OWNER and honor all associated third-party product warranties. Including but not limited to;a.Paint Warranty: Minimum 7 yearsb.Non-Reflective Vinyl Warranty: Minimum 10 yearsSUBMITTALSA.Product Data: For each type of product indicated include construction details, material descriptions, processes, dimensionsof individual components, graphic layouts, elevations, profiles and finishes. Include manufacturer’s written instructions forinstalling, maintaining and cleaning surfaces.B. Shop Drawings: Show fabrication, installation details and graphic layouts for post and panel signs.1.Include plans, elevations, and at least 3/4-inch scale sections of typical members and other component and constructiondetails. Show anchors, reinforcement, accessories, layout, and installation details.2.Include message list, with details of wording and lettering layout, at least half size. Include full-size details of graphics.3.Provide Graphic layouts for each sign location and its associated message. Minimum scale: 1” = 1’ - 0”4.For dimensional letters;a.Provide elevations of entire mounting surface and adjacent surfaces and details of any obstructions.b.Provide construction and installation details indicating any internal surface supports that is required for structuralintegrity.c.Include full-size templates for cutout characters and graphic symbols.d.Include full-size spacing template for individually mounted dimensional characters and graphic symbols for field-applied characters on pylons.C. Samples for Verification: Provide 3 sets of each type of product indicated, of size below:1.Aluminum Sheet: Squares of each sheet thickness, at least 4 inches by 4 inches.2.Paint Swatches: For each painted color, provide a 4” by 4” inch aluminum sheet. Clearly indicate on the back the colorspecification, date and submittal number.3.Examples of all graphic image process, including materials, methods, colors and finishes, for maps, patterns, imagery,letters, numbers and other graphic devices.D. All cost associated with sample submittals, including mobilization, product data, shop drawings, mock-ups, samples andother submittals shall be included within the Lump Sum Bid Proposal. 5'-0"5'-0"11'-0"4'-0"19'-0"45'-6"4'-0"8'-0"GENERAL NOTES1.THE CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS, AND WASHINGTON STATE DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 2022SHALL APPLY TO ALL ELEMENTS ASSOCIATED WITH THE CONTRACT DOCUMENTS.2.CLEARING AND GRUBBING WILL BE PERFORMED ACCORDING TO CITY OF PASCO DESIGN ANDCONSTRUCTION STANDARDS CHAPTER 8 SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.3.THE CITY OF PASCO WILL PROVIDE ALL COMPACTION TESTING FOR THE SIGN FOOTINGS. CONTRACTOR TOPROVIDE 24 HOUR NOTICE PRIOR TO TESTING.4.REBAR AND FORM INSPECTION IS REQUIRED FOR EACH SIGN. CONTRACTOR SHALL NOTIFY THE CITY 24HOURS PRIOR TO CITY INSPECTION. CITY OF PASCO WILL PROVIDE INSPECTIONS.5.SEE CHAPTER 4 SECTION 1-10 CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS FOR LANE CLOSUREREQUIREMENTS AND TRAFFIC CONTROL REQUIREMENTS DURING CONSTRUCTION.6.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN FOR ALL SIGN LOCATIONS FOR APPROVAL PRIOR TOSTARTING WORK PER CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 1-10.7.CONTRACTOR SHALL STAKE SIGN LOCATIONS IN THE FIELD WITH LATH FOR OWNERS APPROVAL PRIOR TOCONSTRUCTION.8.SEE DIVISION ONE IN THE GENERAL PROVISIONS DOCUMENT FOR WARRANTY AND SUBMITTALREQUIREMENTS.9.LANDSCAPING OR SOD DAMAGED DURING THE CONSTRUCTION PROCESS WILL BE RESTORED TO MATCHEXISTING CONDITIONS OR AS NOTED ON SIGN LAYOUT SHEETS.10.EXPOSED SOILS IN WORK AREAS WHERE LANDSCAPING DOES NOT PRESENTLY EXIST WILL BE STABILIZED PERCITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 8-01.11.SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN WILL BE REQUIRED AND PREPARED BYTHE CONTRACTOR.NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L2.X DEMOLITION PLANS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON SIGN 80 DEMOLITION & LAYOUT PLAN 1775402/11/20221" = 20'NKNKBC100%CONSTRUCTIONDOCUMENTSL2.00420002040SCALE: 1" = 20'SYMBOLDESCRIPTIONSTRIP SOD TO THE LIMITS SHOWN. PER SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.CUT AND CAP EXISTING IRRIGATION LATERAL LINES. REMOVE IRRIGATION HEADS IN THE WORK LIMITS &DISPOSE OF OFF SITE. ADJUST EXISTING TURF HEADS TO ELIMINATE SPRAY ON THE PROPOSED IMPROVEMENTS.PROTECT EXISTING SIDEWALK. MAINTAIN PEDESTRIAN ACCESS DURING NON-WORKING HOURS. PROVIDE DETOURDURING CONSTRUCTIONDEMOLISH EXISTING SIGN AND FOOTINGS. LOAD, HAUL AND DISPOSE OF OFF SITE. FILL IN EXCAVATIONS WITHTOPSOIL TYPE B TO PROVIDE A SMOOTH FINISH GRADE. COMPACT ALL FILL IN LANDSCAPE AREAS TO 85%.WORK LIMITS, INSTALL HIGH VISIBILITY FENCING PER SECTION 9-14.5(8) AT LOCATIONS SHOWN.RELOCATE EXISTING "TREE CITY" SIGN TO LOCATION INDICATED BY KEY NOTE 7.NEW LOCATION FOR "TREE CITY" SIGN.KEY NOTESVICINITY MAPNOT TO SCALESIGN LOCATION1L1.01PROPOSED SIGNCITY.GATE.1WSDOT MONUMENTPROTECT IN PLACEEXISTING GUARD RAILPROTECT IN PLACESR-397 FACE OF CURBROAD CENTERLINE3L1.01LANDSCAPE EDGINGCONCRETE 4" x 6"CABLE BRIDGEROCK MULCH: 1"-2" BLACK CRUSHEDBASALT - PROVIDE DEPTH - 4"NGS MONUMENTPROTECT IN PLACEWSDOT MONUMENTPROTECT IN PLACEB RYAN A. COLENO. 687 EXP. 01/28/ 2 0 23 S T A T EOFWASHINGTONLANDSCAPE ARCHIT E C TGRADING PLANScale 1" = 20'1002040SCALE: 1" = 20'TOP OF CURB, 372.62'372372TOP OF CURB, 372.66'TOP OF CURB, MATCHEXISTING SIDEWALKTOP OF CURB, MATCHEXISTING SIDEWALK 15'-0"13'-0"7'-0"11'-0"24'-9"11'-0"21'-2"GENERAL NOTES1.THE CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS, AND WASHINGTON STATE DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 2022SHALL APPLY TO ALL ELEMENTS ASSOCIATED WITH THE CONTRACT DOCUMENTS.2.CLEARING AND GRUBBING WILL BE PERFORMED ACCORDING TO CITY OF PASCO DESIGN ANDCONSTRUCTION STANDARDS CHAPTER 8 SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.3.THE CITY OF PASCO WILL PROVIDE ALL COMPACTION TESTING FOR THE SIGN FOOTINGS. CONTRACTOR TOPROVIDE 24 HOUR NOTICE PRIOR TO TESTING.4.REBAR AND FORM INSPECTION IS REQUIRED FOR EACH SIGN. CONTRACTOR SHALL NOTIFY THE CITY 24HOURS PRIOR TO CITY INSPECTION. CITY OF PASCO WILL PROVIDE INSPECTIONS.5.SEE CHAPTER 4 SECTION 1-10 CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS FOR LANE CLOSUREREQUIREMENTS AND TRAFFIC CONTROL REQUIREMENTS DURING CONSTRUCTION.6.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN FOR ALL SIGN LOCATIONS FOR APPROVAL PRIOR TOSTARTING WORK PER CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 1-10.7.CONTRACTOR SHALL STAKE SIGN LOCATIONS IN THE FIELD WITH LATH FOR OWNERS APPROVAL PRIOR TOCONSTRUCTION.8.SEE DIVISION ONE IN THE GENERAL PROVISIONS DOCUMENT FOR WARRANTY AND SUBMITTALREQUIREMENTS.9.LANDSCAPING OR SOD DAMAGED DURING THE CONSTRUCTION PROCESS WILL BE RESTORED TO MATCHEXISTING CONDITIONS OR AS NOTED ON SIGN LAYOUT SHEETS.10.EXPOSED SOILS IN WORK AREAS WHERE LANDSCAPING DOES NOT PRESENTLY EXIST WILL BE STABILIZED PERCITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 8-01.11.SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN WILL BE REQUIRED AND PREPARED BYTHE CONTRACTOR.NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L2.X DEMOLITION PLANS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON SIGN 81 DEMOLITION & LAYOUT PLAN 1775402/11/20221" = 20'NKNKBC100%CONSTRUCTIONDOCUMENTSL2.01520002040SCALE: 1" = 20'SYMBOLDESCRIPTIONREMOVE EXISTING SHRUBS AND ROOT SYSTEMS. PER SECTION 2-01 CLEARING, GRUBBING ANDROADSIDE CLEANUP.STRIP SOD TO THE LIMITS SHOWN. PER SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.CUT AND CAP EXISTING IRRIGATION LATERAL LINES. REMOVE IRRIGATION HEADS IN THE WORK LIMITS &DISPOSE OF OFF SITE. ADJUST EXISTING TURF HEADS TO ELIMINATE SPRAY ON THE PROPOSED IMPROVEMENTS.PROTECT EXISTING SIDEWALK. MAINTAIN PEDESTRIAN ACCESS DURING NON-WORKING HOURS. PROVIDE DETOURDURING CONSTRUCTIONDEMOLISH EXISTING SIGN AND FOOTINGS. LOAD, HAUL AND DISPOSE OF OFF SITE. FILL IN EXCAVATIONS WITHTOPSOIL TYPE B TO PROVIDE A SMOOTH FINISH GRADE. COMPACT ALL FILL IN LANDSCAPE AREAS TO 85%.WORK LIMITS, INSTALL HIGH VISIBILITY FENCING PER SECTION 9-14.5(8) AT LOCATIONS SHOWN.REMOVE ROCK, LANDSCAPE CURB AND BOULDERS AND DISPOSE OF OFFSITE.REPAIR IMPACTED TURF WITH NEW SOD TO LIMITS OF BEDKEY NOTESVICINITY MAPNOT TO SCALESIGN LOCATION1L1.00PROPOSED SIGNREG.GATE.1EXISTING LIGHT POLEPROTECT IN PLACEW ARGENT RDBACK OF SIDEWALKROWROADCENTERLINE3L1.01LANDSCAPE EDGINGCONCRETE 4" x 6"EXISTING SIDEWALKPROTECT IN PLACEROCK MULCH: 1"-2" BLACK CRUSHEDBASALT - PROVIDE DEPTH - 4"20th AVEXFMR PADPROTECT IN PLACEEXISTING LIGHT POLEPROTECT IN PLACEB RYAN A. COLENO. 687 EXP. 01/28/ 2 0 23 S T A T EOFWASHINGTONLANDSCAPE ARCHI T EC T EXISTING TURFPROTECT IN PLACEEXISTING FENCEPROTECT IN PLACE 11'-0"11'-0"GENERAL NOTES1.THE CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS, AND WASHINGTON STATE DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 2022SHALL APPLY TO ALL ELEMENTS ASSOCIATED WITH THE CONTRACT DOCUMENTS.2.CLEARING AND GRUBBING WILL BE PERFORMED ACCORDING TO CITY OF PASCO DESIGN ANDCONSTRUCTION STANDARDS CHAPTER 8 SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.3.THE CITY OF PASCO WILL PROVIDE ALL COMPACTION TESTING FOR THE SIGN FOOTINGS. CONTRACTOR TOPROVIDE 24 HOUR NOTICE PRIOR TO TESTING.4.REBAR AND FORM INSPECTION IS REQUIRED FOR EACH SIGN. CONTRACTOR SHALL NOTIFY THE CITY 24HOURS PRIOR TO CITY INSPECTION. CITY OF PASCO WILL PROVIDE INSPECTIONS.5.SEE CHAPTER 4 SECTION 1-10 CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS FOR LANE CLOSUREREQUIREMENTS AND TRAFFIC CONTROL REQUIREMENTS DURING CONSTRUCTION.6.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN FOR ALL SIGN LOCATIONS FOR APPROVAL PRIOR TOSTARTING WORK PER CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 1-10.7.CONTRACTOR SHALL STAKE SIGN LOCATIONS IN THE FIELD WITH LATH FOR OWNERS APPROVAL PRIOR TOCONSTRUCTION.8.SEE DIVISION ONE IN THE GENERAL PROVISIONS DOCUMENT FOR WARRANTY AND SUBMITTALREQUIREMENTS.9.LANDSCAPING OR SOD DAMAGED DURING THE CONSTRUCTION PROCESS WILL BE RESTORED TO MATCHEXISTING CONDITIONS OR AS NOTED ON SIGN LAYOUT SHEETS.10.EXPOSED SOILS IN WORK AREAS WHERE LANDSCAPING DOES NOT PRESENTLY EXIST WILL BE STABILIZED PERCITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 8-01.11.SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN WILL BE REQUIRED AND PREPARED BYTHE CONTRACTOR.NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L2.X DEMOLITION PLANS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON SIGN 86 DEMOLITION & LAYOUT PLAN 1775402/11/20221" = 20'NKNKBC100%CONSTRUCTIONDOCUMENTSL2.02620002040SCALE: 1" = 20'SYMBOLDESCRIPTIONADJUST EXISTING PLANTING WHERE IMPACTED BY CONSTRUCTION. REPAIR TO MATCH EXISTING CONDITIONS.PROTECT EXISTING IRRIGATION LATERAL LINES. MODIFY HEAD LAYOUT IN THE WORK LIMITS TO PROVIDECOVERAGE TO ALL PLANTS AND ELIMINATE SPRAY ON PROPOSED IMPROVEMENTS.PROTECT EXISTING SIDEWALK. MAINTAIN PEDESTRIAN ACCESS DURING NON-WORKING HOURS. PROVIDE DETOURDURING CONSTRUCTIONDEMOLISH EXISTING SIGN AND FOOTINGS. LOAD, HAUL AND DISPOSE OF OFF SITE. FILL IN EXCAVATIONS WITHTOPSOIL TYPE B TO PROVIDE A SMOOTH FINISH GRADE. COMPACT ALL FILL IN LANDSCAPE AREAS TO 85%.WORK LIMITS, INSTALL HIGH VISIBILITY FENCING PER SECTION 9-14.5(8) AT LOCATIONS SHOWN.ONLY REMOVE ROCK MULCH THAT IS IMPACTED DUE TO CONSTRUCTION.KEY NOTESVICINITY MAPNOT TO SCALESIGN LOCATION2L1.01PROPOSED SIGNCITY.GATE.2SET SCRIBED "X"PROTECT IN PLACEEXISTING LIGHT POLEPROTECT IN PLACEOREGON AVEBACK OF SIDEWALKROWROADCENTERLINESUPERIOR ST B RYAN A. COLENO. 687 EXP. 01/28/ 2 0 23 S T A T EOFWASHINGTONLANDSCAPE ARCHI T EC T 28'-0" 4'-0"4'-0"2'-5"9'-0"10'-0"GENERAL NOTES1.THE CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS, AND WASHINGTON STATE DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 2022SHALL APPLY TO ALL ELEMENTS ASSOCIATED WITH THE CONTRACT DOCUMENTS.2.CLEARING AND GRUBBING WILL BE PERFORMED ACCORDING TO CITY OF PASCO DESIGN ANDCONSTRUCTION STANDARDS CHAPTER 8 SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.3.THE CITY OF PASCO WILL PROVIDE ALL COMPACTION TESTING FOR THE SIGN FOOTINGS. CONTRACTOR TOPROVIDE 24 HOUR NOTICE PRIOR TO TESTING.4.REBAR AND FORM INSPECTION IS REQUIRED FOR EACH SIGN. CONTRACTOR SHALL NOTIFY THE CITY 24HOURS PRIOR TO CITY INSPECTION. CITY OF PASCO WILL PROVIDE INSPECTIONS.5.SEE CHAPTER 4 SECTION 1-10 CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS FOR LANE CLOSUREREQUIREMENTS AND TRAFFIC CONTROL REQUIREMENTS DURING CONSTRUCTION.6.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN FOR ALL SIGN LOCATIONS FOR APPROVAL PRIOR TOSTARTING WORK PER CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 1-10.7.CONTRACTOR SHALL STAKE SIGN LOCATIONS IN THE FIELD WITH LATH FOR OWNERS APPROVAL PRIOR TOCONSTRUCTION.8.SEE DIVISION ONE IN THE GENERAL PROVISIONS DOCUMENT FOR WARRANTY AND SUBMITTALREQUIREMENTS.9.LANDSCAPING OR SOD DAMAGED DURING THE CONSTRUCTION PROCESS WILL BE RESTORED TO MATCHEXISTING CONDITIONS OR AS NOTED ON SIGN LAYOUT SHEETS.10.EXPOSED SOILS IN WORK AREAS WHERE LANDSCAPING DOES NOT PRESENTLY EXIST WILL BE STABILIZED PERCITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 8-01.11.SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN WILL BE REQUIRED AND PREPARED BYTHE CONTRACTOR.NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L2.X DEMOLITION PLANS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON SIGN 76 DEMOLITION & LAYOUT PLAN 1775402/11/20221" = 20'NKNKBC100%CONSTRUCTIONDOCUMENTSL2.03720002040SCALE: 1" = 20'SYMBOLDESCRIPTIONSTRIP SOD PER SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.REPAIR LANDSCAPING IMPACTED BY SIGN REMOVAL TO MATCH EXISTING CONDITIONS.PROTECT EXISTING IRRIGATION LATERAL LINES AND VALVES. ADJUST THE EXISTING SYSTEM AS NEEDED TOACCOMMODATE THE PROPOSED IMPROVEMENTS.PROTECT EXISTING SIDEWALK. MAINTAIN PEDESTRIAN ACCESS DURING NON-WORKING HOURS. PROVIDE DETOURDURING CONSTRUCTIONDEMOLISH EXISTING SIGN AND FOOTINGS. LOAD, HAUL AND DISPOSE OF OFF SITE. FILL IN EXCAVATIONS WITHTOPSOIL TYPE B TO PROVIDE A SMOOTH FINISH GRADE. COMPACT ALL FILL IN LANDSCAPE AREAS TO 85%.WORK LIMITS, INSTALL HIGH VISIBILITY FENCING PER SECTION 9-14.5(8) AT LOCATIONS SHOWN.REPAIR IMPACTED TURF WITH NEW SOD TO LIMITS OF BED.KEY NOTESVICINITY MAPNOT TO SCALESIGN LOCATION2L1.01PROPOSED SIGNCITY.GATE.2EXISTING VALVESPROTECT IN PLACE TYPEXISTING LIGHT POLE/TRAFFICSIGNAL PROTECT IN PLACE4TH STFACE OF CURBROWROADCENTERLINE7L1.01LANDSCAPE EDGINGCONCRETE 4" x 6"ROCK MULCH: 1"-2" BLACK CRUSHEDBASALT - PROVIDE DEPTH - 4"US-HWY 12 OFFRAMPEXISTING CROSS WALK SIGNALPROTECT IN PLACEB RYAN A. COLENO. 687 EXP. 01/28/ 2 0 23 S T A T EOFWASHINGTONLANDSCAPE ARCHI T E C T 19'-0"11'-0"5'-0"5'-0"4'-0"11'-6"80'-0"36'-0"4'-0"GENERAL NOTES1.THE CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS, AND WASHINGTON STATE DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 2022SHALL APPLY TO ALL ELEMENTS ASSOCIATED WITH THE CONTRACT DOCUMENTS.2.CLEARING AND GRUBBING WILL BE PERFORMED ACCORDING TO CITY OF PASCO DESIGN ANDCONSTRUCTION STANDARDS CHAPTER 8 SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.3.THE CITY OF PASCO WILL PROVIDE ALL COMPACTION TESTING FOR THE SIGN FOOTINGS. CONTRACTOR TOPROVIDE 24 HOUR NOTICE PRIOR TO TESTING.4.REBAR AND FORM INSPECTION IS REQUIRED FOR EACH SIGN. CONTRACTOR SHALL NOTIFY THE CITY 24HOURS PRIOR TO CITY INSPECTION. CITY OF PASCO WILL PROVIDE INSPECTIONS.5.SEE CHAPTER 4 SECTION 1-10 CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS FOR LANE CLOSUREREQUIREMENTS AND TRAFFIC CONTROL REQUIREMENTS DURING CONSTRUCTION.6.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN FOR ALL SIGN LOCATIONS FOR APPROVAL PRIOR TOSTARTING WORK PER CITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 1-10.7.CONTRACTOR SHALL STAKE SIGN LOCATIONS IN THE FIELD WITH LATH FOR OWNERS APPROVAL PRIOR TOCONSTRUCTION.8.SEE DIVISION ONE IN THE GENERAL PROVISIONS DOCUMENT FOR WARRANTY AND SUBMITTALREQUIREMENTS.9.LANDSCAPING OR SOD DAMAGED DURING THE CONSTRUCTION PROCESS WILL BE RESTORED TO MATCHEXISTING CONDITIONS OR AS NOTED ON SIGN LAYOUT SHEETS.10.EXPOSED SOILS IN WORK AREAS WHERE LANDSCAPING DOES NOT PRESENTLY EXIST WILL BE STABILIZED PERCITY OF PASCO DESIGN AND CONSTRUCTION STANDARDS CHAPTER 4 SECTION 8-01.11.SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN WILL BE REQUIRED AND PREPARED BYTHE CONTRACTOR.NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT www.mackaysposito.com FILE: K:\17754 PASCO WAYFINDING SIGNAGE\500 DESIGN\502 DRAWINGS\SHEETS\L2.X DEMOLITION PLANS.DWG WAYFINDING SIGNAGE AND GATEWAY ENTRANCE PASCO, WASHINGTON SIGN 79 DEMOLITION & LAYOUT PLAN 1775402/11/20221" = 20'NKNKBC100%CONSTRUCTIONDOCUMENTSL2.04820002040SCALE: 1" = 20'SYMBOLDESCRIPTIONREMOVE EXISTING SHRUBS, ROOT SYSTEMS, MULCH AND RAILROAD TIES. PER SECTION 2-01 CLEARING,GRUBBING AND ROADSIDE CLEANUP.STRIP SOD TO THE LIMITS SHOWN. PER SECTION 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP.CUT AND CAP EXISTING IRRIGATION LATERAL LINES. REMOVE IRRIGATION HEADS IN THE WORK LIMITS &DISPOSE OF OFF SITE. ADJUST EXISTING TURF HEADS TO ELIMINATE SPRAY ON THE PROPOSED IMPROVEMENTS.PROTECT EXISTING SIDEWALK. MAINTAIN PEDESTRIAN ACCESS DURING NON-WORKING HOURS. PROVIDE DETOURDURING CONSTRUCTIONDEMOLISH EXISTING SIGN AND FOOTINGS. LOAD, HAUL AND DISPOSE OF OFF SITE. FILL IN EXCAVATIONS WITHTOPSOIL TYPE B TO PROVIDE A SMOOTH FINISH GRADE. COMPACT ALL FILL IN LANDSCAPE AREAS TO 85%.WORK LIMITS, INSTALL HIGH VISIBILITY FENCING PER SECTION 9-14.5(8) AT LOCATIONS SHOWN.RELOCATE EXISTING TREE CITY SIGN TO LOCATION INDICATED BY KEY NOTE 8.NEW LOCATION FOR TREE CITY SIGN RELOCATION.KEY NOTESVICINITY MAPNOT TO SCALESIGN LOCATION1L1.01PROPOSED SIGNCITY.GATE.1SET MAG NAILPROTECT IN PLACELEWIS STFACE OF CURBROWROAD CENTERLINE3L1.01LANDSCAPE EDGINGCONCRETE 4" x 6"ROCK MULCH: 1"-2" BLACK CRUSHEDBASALT - PROVIDE DEPTH - 4"ROAD 28 BRYAN A. COLENO. 687 EXP. 01/28/ 2 0 23 S T A T EOFWASHINGTONLANDSCAPE ARCHI T EC TGRADING PLANScale 1" = 20'1002040SCALE: 1" = 20'TOP OF CURBMATCH EXISTING SIDEWALKTOP OF CURB, 352.62'TOP OF CURB, 352.62'350352351 THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2022 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. LATERAL FORCES WIND: - EXPOSURE CATEGORY = C - BASIC WIND SPEED, (3 SEC. GUST), VULT = 110 MPH; VASD = 93 MPH - RISK CATEGORY PER TABLE 1.5-1 = - TOPOGRAPHIC FACTOR KZT = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 FOUNDATION DESIGN CRITERIA ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c= 2000 PSI) OR "STRUCTURAL BACKFILL". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL-GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER-SOFTENED FOOTINGS. SEISMIC IMPORTANCE FACTOR, e = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = SPECTRAL RESPONSE ACCELERATIONS SS = 0.40 & S1 = 0.16 SITE CLASS PER TABLE 20.3-1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.40 & SD1 = 0.23 SEISMIC DESIGN CATEGORY = D ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 3 Cs = 0.13 I SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. ≥ 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ≥ 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING Cs =SDS ( )R Ie SEISMIC:(ASCE 7-10) V = CsW Cs MINIMUM = 0.044 SDS E ≥ 0.01 ;WHERE SD1 Ie RT( ) FOR T ≤ TL OR Cs MAXIMUM = WITH Cs MINIMUM = FOR S1 > 0.6g0.5S1 Ie R OR SD1TL Ie RT2 ( ) FOR T > TLCs MAXIMUM = GENERAL NOTES DESIGN CRITERIA I II II CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS MIXED FOR WEATHER INDICATED, DEGREES F. ABOVE 30° F. 0° TO 30° F. BELOW 0° F. 60° 65° 70° 55° 60° 65° MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F.55°50° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F.50°40° FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O.A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWISE B ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C ITEM DESIGN f'c (PSI) (AT 28 DAYS U.N.O.) (CLASS) MAX. W/C RATIO MIN. FLYASH OR SLAG (PCY) AGGREGATE GRADING ASTM AASHTO NOTES STEM WALLS AND OTHER WALLS EXPOSED TO EARTH OR WEATHER 4500 0.45 100 57 OR 67 CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.5% AND -0.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN O.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. ACI: 1. ACI-117 'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION, MATERIALS AND COMMENTARY'. 2. ACI-301 'STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE'. 3. ACI-302.1 'GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION'. 4. ACI-304 'GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE'. 5. ACI-305.1 'SPECIFICATIONS FOR HOT WEATHER CONCRETING'. 6. ACI-306.1 'STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING'. 7. ACI-308.1 'STANDARD SPECIFICATION FOR CURING CONCRETE'. 8. ACI-309 'GUIDE FOR CONSOLIDATION OF CONCRETE'. 9. ACI-311.4 'GUIDE FOR CONCRETE INSPECTION'. 10. ACI-315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'. 11. ACI-318 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. 12. ACI-506.2 'SPECIFICATION FOR SHOTCRETING'. 13. ACI 347 'GUIDE TO FORMWORK FOR CONCRETE'. 14. ACI 303.1 'STANDARD SPECIFICATION FOR CAST-IN PLACE/ARCHITECTURAL CONCRETE'. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. ASTM: 1. ASTM C33 'STANDARD SPECIFICATION FOR CONCRETE AGGREGATES'. 2. ASTM C94 'STANDARD SPECIFICATION FOR READY-MIX CONCRETE'. 3. ASTM C150 'STANDARD SPECIFICATION FOR PORTLAND CEMENT'. 4. ASTM C260 'STANDARD SPECIFICATION FOR AIR-ENTRAINED ADMIXTURES FOR CONCRETE'. 5. ASTM C309 'STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE'. 6. ASTM C494 'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR CONCRETE'. 7. ASTM C595 'STANDARD SPECIFICATION FOR BLENDED HYDRAULIC CEMENTS'. 8. ASTM C618 'STANDARD SPECIFICATION FOR ... FLY-ASH...'. 9. ASTM C989 'STANDARD SPECIFICATION FOR SLAG...'. 10. ASTM C1017 'STANDARD SPECIFICATION FOR CHEMICAL ADMIXTURES FOR USE IN PRODUCING FLOWING CONCRETE'. 11. ASTM C-1116 'STANDARD SPECIFICATION FOR FIBER-REINFORCED CONCRETE'. 12. ASTM C-1218 'STANDARD TEST METHOD FOR WATER-SOLUBLE CHLORIDE IN MORTAR AND CONCRETE'. 13. ASTM C-1315 'STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS HAVING SPECIAL PROPERTIES FOR CURING AND SEALING' CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER-VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FORMWORK STRIPPING: COLUMNS & WALLS: COLUMNS AND WALLS NOT SUPPORTING FRAMING WEIGHT MAY BE STRIPPED AS SOON AS FORMS CAN BE REMOVED WITHOUT DAMAGING THE CONCRETE AND THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 500 PSI. FORMED SURFACES: COLD WEATHER PLACEMENT: 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE-APPROVED EQUAL. FOUNDATIONS - UNO 3000 0.50 --57 OR 67 CAST-IN-PLACE CONCRETE CODES, SPECIFICATIONS, AND STANDARDS. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, AND THE STANDARDS AND SPECIFICATIONS THEY REFERENCE. THE CONTRACTOR SHALL OBTAIN AND HAVE READILY AVAILABLE ON SITE THE LATEST VERSION OF THE "ACI MANUAL OF CONCRETE PRACTICE": CONCRETE AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST-FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE.CJAJ .K DNPK A R26161 I A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIPLOTTED:DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SCALE: JOB NO.: REVISIONS:PASCO, WA22067WAYFINDING SIGNAGE AND GATEWAY ENTRANCENO. OF 20 02/11/2022 2/10/2022 11:28:15 AMC:\_Revit Models\22067 Pasco Wayfinding v2020 (Central)_BIMTac1.rvt12" = 1'-0" JJP RSC JJP S1.1PGENERAL NOTES9 STRUCTURAL DRAWING INDEX - PASCO SHEET NUMBER SHEET DESCRIPTION S1.1P GENERAL NOTES S1.2P GENERAL NOTES S1.3P GENERAL NOTES S2.1P CITY.GATE.1 S2.2P CITY.GATE.2 S2.3P REG.GATE.1 Grand total: 6 REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE, Fy=60 KSI (UNLESS NOTED OTHERWISE) BAR SIZE MINIMUM LAP SPLICE LENGTHS ("Ls")MINIMUM DEVELOPMENT LENGTHS ("Ld")MINIMUM EMBEDMENT LENGTH FOR STANDARD END HOOKS ("Ldh")TOP BARS (1)OTHER BARS TOP BARS (1) OTHER BARS #3 2'-0"1'-6"1'-6"1'-3"0'-7" #4 2'-8"2'-0"2'-0"1'-7"0'-9" #5 3'-4"2'-7"2'-7"2'-0"1'-0" #6 4'-0"3'-1"3'-1"2'-4"1'-2" REINFORCING STEEL COVER REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ------------ 3" EXPOSED TO WEATHER OR EARTH ------------ 2" TIES ON BEAMS AND COLUMNS ------------- 1-1/2" WALLS AND SLABS NOT EXPOSED TO WEATHER---- 3/4" EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. PROVIDE CONTINUOUS WET CURE FOR AT LEAST THREE DAYS. REINFORCING STEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. MATERIAL PROPERTIES SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR RODS (A.R.): ASTM ASTM F3125 GRADE A325, TYPE 3 (WEATHERING STEEL) WEATHERING STEEL PLATES AND ANGLES: ASTM A588 HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. STRUCTURAL STEEL WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI ----- PARTIAL PENETRATION 70 KSI ----- COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI 20 FT-LBS @ -20 DEG F PARTIAL PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F AND 40 FT-LBS @ 70 DEG F STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME LATERAL FRAME WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. 2. ALL FULL PENETRATION WELDS TO MEMBERS WHICH FORM A PORTION OF THE LATERAL LOAD RESISTING FRAME SHALL BE CHECKED 100 PERCENT BY ULTRASONIC TESTING. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR FINISH: STRUCTURAL STEEL SHALL BE PRIMER PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP-CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. WELDING GENERAL REQUIREMENTS STRUCTURAL ENGR.BLDG. DEPT. 1.CONCRETE MIX DESIGNS X X 2.REINFORCING STEEL SHOP DRAWINGS X 3.XSTRUCTURAL STEEL SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. MISCELLANEOUS: PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. X CJAJ .K DNPK A R26161 I A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIPLOTTED:DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SCALE: JOB NO.: REVISIONS:PASCO, WA22067WAYFINDING SIGNAGE AND GATEWAY ENTRANCENO. OF 20 02/11/2022 2/10/2022 11:28:22 AMC:\_Revit Models\22067 Pasco Wayfinding v2020 (Central)_BIMTac1.rvt12" = 1'-0" JJP RSC JJP S1.2PGENERAL NOTES10 STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X STEEL CONSTRUCTION MATERIAL VERIFICATION OF STRUCTURAL STEEL A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS X X MANUFACTURER TO PROVIDE CERTIFIED MILL TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE X X MANUFACTURER TO PROVIDE CERTIFICATE OF COMPLIANCE INSPECTION OF WELDING A. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS B. MULTI-PASS FILLET WELDS C. SINGLE-PASS FILLET WELDS > 5/16" D. PLUG AND SLOT WELDS E. SINGLE-PASS FILLET WELDS ≤ 5/16" X X CONCRETE ANCHORS CAST IN CONCRETE-PRIOR TO AND DURING PLACEMENT OF CONCRETE VERIFY USE OF REQUIRED DESIGN MIX X PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X STATEMENT OF ACCEPTANCE TESTING: ACCEPTANCE TESTING: ACCEPTANCE TESTING SHALL BE PROVIDED PER THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS, WSDOT MATERIALS MANUAL M46-01 AND AS NOTED HEREIN. SPECIAL INSPECTIONS IN THIS SECTION ARE WAIVED WHERE FABRICATION IS PERFORMED ON THE PREMISES OF APPROVED FABRICATOR X X X X INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED X TESTING OF MATERIALS X ABBREVIATION LIST A.B.ANCHOR BOLT A.F.F.ABOVE FINISH FLOOR HT HEIGHT ALT.ALTERNATE HORIZ.HORIZONTAL HSS HOLLOW STRUCTURAL SECTION@AT BRG BEARING JT JOINT BTWN BETWEEN L ANGLE LLH LONG LEG HORIZONTAL BOT.BOTTOM LLV LONG LEG VERTICAL B.O.F.BOTTOM OF FOOTING L.L.LIVE LOAD LOC.LOCATION CANT.CANTILEVER MAX.MAXIMUM C.J.CONTROL/CONSTRUCTION JOINT M.B.MACHINE BOLT MFR MANUFACTURERCENTERLINE CLR. CLEARANCE MTL METALCOL.COLUMN MEZZ.MEZZANINE CONC.CONCRETE MIN.MINIMUM MISC.MISCELLANEOUSCMUCONCRETE MASONRY UNIT N.S.NEAR SIDECONN. CONNECTION NTS NOT TO SCALECONST. CONSTRUCTION O.C.ON CENTERCONT.CONTINUOUS OPN'G OPENINGCONTR. CONTRACTOR OPP.OPPOSITECOORD. COORDINATE PLATE CTR'D CENTERED P.A.F.POWDER ACTUATED FASTENER PERP.PERPENDICULAR C.Y. CUBIC YARD P.P.PARTIAL PENETRATION D.L.DEAD LOAD P.S.F.POUNDS PER SQUARE FOOTDIA. OR !DIAMETER DIAG. DIAGONAL DIM. DIMENSION DBL.DOUBLE REINF.REINFORCING REQ'D REQUIRED DWG DRAWING SCHED.SCHEDULE DWL DOWEL EA.EACH SIM.SIMILAR EL. ELEVATION S.O.G.SLAB ON GRADE SQ.SQUARE ENGR. ENGINEER STD STANDARD EQ. EQUAL STL STEEL STIFF.STIFFENER E.F.EACH FACE STRUCT.STRUCTURAL E.W. EACH WAY T&B TOP & BOTTOM EXP. EXPANSION EXT. EXTERIOR THR'D THREADED FTG FOOTING T.O.F.TOP OF FOOTING FDN FOUNDATION T.O.S.TOP OF STEEL FLR FLOOR TRT'D TREATED F.O.M. FACE OF MASONRY TYP.TYPICAL U.N.O.UNLESS NOTED OTHERWISE F.S. FAR SIDE U.T.ULTRASONIC TESTEDFRM'G FRAMING VERT.VERTICAL GALV. GALVANIZED W.P.WORK POINTGA.GAGE/GAUGE WT WEIGHT W.W.R.WELDED WIRE REINFORCINGGR.GRADE W/WITH F.F.FAR FACE N.F.NEAR FACE ADD'L ADDITIONAL C.P. COMPLETE PENETRATION CJAJ .K DNPK A R26161 I A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIPLOTTED:DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SCALE: JOB NO.: REVISIONS:PASCO, WA22067WAYFINDING SIGNAGE AND GATEWAY ENTRANCENO. OF 20 02/11/2022 2/10/2022 11:28:29 AMC:\_Revit Models\22067 Pasco Wayfinding v2020 (Central)_BIMTac1.rvt12" = 1'-0" JJP RSC JJP S1.3PGENERAL NOTES11 6"11'-6"6" 1/4" A588 WEATHERING STEEL SIGN PANEL 1/4" ALUMINUM SIGN PANEL CONCRETE PANEL 3'-9"MIN.1'-0"1'-4"A588 WEATHERING STEEL L6x4x5/16 LLH 1/4" A588 WEATHERING STEEL SIGN PANEL ALUMINIUM SIGN PANEL #4 @ 12" O.C. EA. FACE #4 @ 12" O.C. W/ STD HOOK EA. FACE ROUGHEN CONST JOINT #4 @ 12" O.C. TOP & BOT. (4) #4 TOP & BOT. FINISH GRADE 15" CLR 1 1/2"3" CLR2" CLR4'-0" PREPARE SUBGRADE BY COMPACTING TO 95% MAX. DENSITY AS DETERMINED BY ASTM D1557 ALL FOOTINGS TO BE PLACED LEVEL (0%) UNLESS NOTED OTHERWISE ___ S2.1P 4 CLR 1 1/2" 1'-0"6"EQ.EQ.EQ.EQ.6"1'-0" L6x4x5/16 LLH 1/4" A588 WEATHERING STEEL SIGN ANCHOR RODS -SEE 4 S2.1P (4) ½"2 GRADE A325 TYPE 3 ANCHOR RODS -STRIKE THREADS AFTER NSTALLING NUT WASHER w/ NUT TOP & BOT. 2" 10" 3/16 3/16 CJAJ .K DNPK A R26161 I A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIPLOTTED:DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SCALE: JOB NO.: REVISIONS:PASCO, WA22067WAYFINDING SIGNAGE AND GATEWAY ENTRANCENO. OF 20 02/11/2022 2/10/2022 11:28:46 AMC:\_Revit Models\22067 Pasco Wayfinding v2020 (Central)_BIMTac1.rvtAs indicated JJP RSC JJP S2.1PCITY.GATE.112 1/2" = 1'-0"S2.1P 1 CITY.GATE.1 - ELEVATION 1" = 1'-0"S2.1P 2 CITY.GATE.1 - SECTION 1/2" = 1'-0"S2.1P 3 CITY.GATE.1 - PLAN 1 1/2" = 1'-0"S2.1P 4 SECTION 11'-6"MIN.1'-0"1'-4"A588 WEATHERING STEEL L6x4x5/16 LLH 1/4" A588 WEATHERING STEEL SIGN PANEL ALUMINIUM SIGN PANEL #4 @ 12" O.C. EA. FACE #4 @ 12" O.C. W/ STD HOOK EA. FACE ROUGHEN CONST JOINT #4 @ 12" O.C. TOP & BOT. (7) #6 TOP & BOT. FINISH GRADE 15"3" CLR2" CLR7'-0"PREPARE SUBGRADE BY COMPACTING TO 95% MAX. DENSITY AS DETERMINED BY ASTM D1557 ALL FOOTINGS TO BE PLACED LEVEL (0%) UNLESS NOTED OTHERWISE ___ S2.2P 4 2'- 0 1 / 2 " LAP SPLICE #4 @ 12" O. C. CLR 1 1/2" CLR 1 1/2" 6"3'-8"6" 1/4" A588 WEATHERING STEEL SIGN PANEL 1/4" ALUMINUM SIGN PANEL ½"1 GRADE A325 TYPE 3 ANCHOR RODS @ 24" O.C. STRIKE THREADS AFTER INSTALLING NUT WASHER w/ NUT TOP & BOT. 1 1/2" 6" 3/16 3/16 EQ EQ EQ 4"6" 1 1/2" (3) EQ. SPACES -PROVIDE HORIZONTAL SLOTTED HOLES IN LONG DIRECTION TO FACILITATE INSTALLATION ANCHOR RODS - SEE . 1/4" WEATHERING STEEL SIGN5"L6x4x5/16x2'-5" ON VERTICAL FACE W/ (3) 1/2"1 GRADE A325 TYPE 3 ANCHOR RODS -STRIKE THREADS AFTER INSTALLING NUT -EMBED 6" PLACE TOP OF ANGLE AT TOP OF WALL 4 S2.2P CJAJ .K DNPK A R26161 I A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIPLOTTED:DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SCALE: JOB NO.: REVISIONS:PASCO, WA22067WAYFINDING SIGNAGE AND GATEWAY ENTRANCENO. OF 20 02/11/2022 2/10/2022 11:28:34 AMC:\_Revit Models\22067 Pasco Wayfinding v2020 (Central)_BIMTac1.rvtAs indicated JJP RSC JJP S2.2PCITY.GATE.213 1" = 1'-0"S2.2P 2 CITY.GATE.2 - SECTION 1/2" = 1'-0"S2.2P 1 CITY.GATE.2 - ELEVATION 1 1/2" = 1'-0"S2.2P 4 DETAILS 1/2" = 1'-0"S2.2P 3 SECTION 1/4" A588 WEATHERING STEEL SIGN PANEL 1/4" ALUMINUM SIGN PANELS PRECAST CONC. PANEL 6"16'-5"6" ALUMINUM TUBE DECORATIVE BARS ON BACK SIDE OF WALL -SEE 1A S2.3P 5'-3"MIN.1'-0"1'-4"A588 WEATHERING STEEL L6x4x5/16 LLH 1/4" A588 WEATHERING STEEL SIGN PANEL ALUMINIUM SIGN PANELS #4 @ 12" O.C. EA. FACE #4 @ 12" O.C. W/ STD HOOK EA. FACE ROUGHEN CONST JOINT #4 @ 12" O.C. TOP & BOT. (4) #4 TOP & BOT. FINISH GRADE 15"3" CLR2" CLR4'-0" STONE VENEER -1¾" MAX. THICKNESS ___ S2.3P 4 1" PRECAST CONC. CAP PREPARE SUBGRADE BY COMPACTING TO 95% MAX. DENSITY AS DETERMINED BY ASTM D1557 ALL FOOTINGS TO BE PLACED LEVEL (0%) UNLESS NOTED OTHERWISE ALUMINUM TUBE DECORATIVE BARS 3" 3/8" STAINLESS STL ANCHOR BOLT -EMBED 3" MIN. 3/8" STAINLESS STL ANCHOR BOLT AT EA. ALUMINUM TUBE -EMBED 3" MIN. ½"2 GRADE A325 TYPE 3 ANCHOR RODS @ 24" O.C. STRIKE THREADS AFTER INSTALLING NUT WASHER w/ NUT TOP & BOT. 1 1/2" 3/16 3/16 EQ EQ.EQ.EQ.EQ L6x4x5/16 LLH 1/4" A588 WEATHERING STEEL SIGN ANCHOR RODS -SEE 4 S2.3P 6" 1'-0"1'-0" 6" 1/4" A588 WEATHERING STL SIGN PANEL ON FRONT SIDE -SEE 1 S2.3P ALUMINUM TUBE DECORATIVE BARS3/8" STAINLESS STL ANCHOR BOLT AT BASE OF ALUMINUM TUBES - EMBED 3" MIN. -TYP. 3/8" STAINLESS STL ANCHOR BOLT AT EA. ALUMINUM TUBE -EMBED 3" MIN. -PLACE 3" FROM TOP OF CONC. -TYP. PRECAST CONC. PANEL CJAJ .K DNPK A R26161 I A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIPLOTTED:DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SCALE: JOB NO.: REVISIONS:PASCO, WA22067WAYFINDING SIGNAGE AND GATEWAY ENTRANCENO. OF 20 02/11/2022 2/10/2022 11:28:52 AMC:\_Revit Models\22067 Pasco Wayfinding v2020 (Central)_BIMTac1.rvtAs indicated JJP RSC JJP S2.3PREG.GATE.114 1/2" = 1'-0"S2.3P 1 REG.GATE.1 - ELEVATION 1" = 1'-0"S2.3P 2 REG.GATE.1 - SECTION 1 1/2" = 1'-0"S2.3P 4 SECTION 1/2" = 1'-0"S2.3P 3 REG.GATE.1 - PLAN 1/2" = 1'-0"S2.3P 1A SECTION 1x-xx1x-xxDETAIL TITLESCALE: Ax-xx1x-xxNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTwww.mackaysposito.comFILE: \\CDA\PROJECT\60006 - MACKAY\60006.003.01 - PASCO WAYFINDING\01 CAD\E-17754 PASCO.DWGWAYFINDING SIGNAGE AND GATEWAY ENTRANCEPASCO, FRANKLINELECTRICAL SPECIFICATIONS, GENERAL NOTES,ABBREVIATIONS, AND LEGENDS1775402/11/2022AS NOTEDKKKKGW100%CONSTRUCTIONDOCUMENTSE0.115 20ELECTRICAL SPECIFICATIONS1. DRAWINGS AND SPECIFICATIONSA. THE LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, CIVIL, ELECTRICAL, AND EQUIPMENT DRAWINGSAND SPECIFICATIONS ARE HEREBY INCORPORATED INTO AND BECOME A PART OF THIS DIVISION. CONTRACTOR SHALLEXAMINE ALL SUCH DRAWINGS AND SPECIFICATIONS AND BECOME THOROUGHLY FAMILIAR WITH PROVISIONSCONTAINED HEREIN AND THE SUBMISSION OF HIS BID SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE.B. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC, INTENDING TO CONVEY SCOPE OF WORK, INDICATINGGENERAL ARRANGEMENT OF PANELBOARDS, SWITCHES, EQUIPMENT, CONDUIT, OUTLETS, AND OTHER DEVICES. DUETO THE DIAGRAMMATIC NATURE OF THE DRAWINGS, MANY OF THE NECESSARY INDIVIDUAL COMPONENT PARTS ARENOT INDICATED BUT SHALL BE INCLUDED BY THE CONTRACTOR FOR A COMPLETE AND OPERABLE ELECTRICALSYSTEM. FOLLOW DRAWINGS IN LAYING OUT WORK, AND VERIFY PLACES FOR INSTALLATION OF MATERIALS ANDEQUIPMENT. WHENEVER A QUESTION EXISTS AS TO EXACT INTENDED LOCATION OF OUTLETS OR EQUIPMENT, OBTAININSTRUCTIONS FROM THE ENGINEER BEFORE PROCEEDING WITH WORK.C. WHEREVER THE REQUIREMENTS OF THE SPECIFICATIONS OR DRAWINGS ARE IN CONFLICT, THE MORE STRINGENTREQUIREMENT SHALL PREVAIL.2. SCOPE OF WORKA. SUPPLY ALL LABOR AND MATERIAL TO COMPLETE ALL ELECTRICAL WORK SHOWN ON THE DRAWINGS, SPECIFIEDHEREIN OR REQUIRED TO COMPLETE THE CONSTRUCTION AS SHOWN.B. THE LISTING OF ARTICLE OR MATERIAL, OPERATION OR METHOD, REQUIRES THAT THE CONTRACTOR SHALLPROVIDE AND INSTALL, UNLESS NOTED TO BE SUPPLIED BY OTHERS, EACH ITEM LISTED OF QUALITY OR SUBJECT TOQUALIFICATION NOTED. EACH OPERATION SHALL BE PERFORMED ACCORDING TO STANDARD PRACTICE,MANUFACTURER'S INSTRUCTIONS AND CONDITIONS STATED, PROVIDING ALL NECESSARY LABOR, EQUIPMENT ANDINCIDENTALS.C. THE PRINCIPAL ITEMS OF WORK INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:1) INSTALLATION OF THREE LIGHTING CIRCUITS.2) INSTALLATION OF ONE NEW UTILITY SERVICE, METER BASE, AND PANELBOARD.2) GROUNDING ELECTRODE SYSTEM INSTALLATION.D. RESPONSIBILITY: THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK OF ALL THEIRSUB-CONTRACTORS AND THE MATERIALS OF ALL THEIR SUPPLIERS. INCLUDE ALL MATERIALS, LABOR, AND EQUIPMENTREQUIRED FOR A COMPLETE AND WORKING INSTALLATION. DO NOT SUPPLY MATERIALS THAT WILL NOT WORK IN THEPARTICULAR SITUATION OF THIS PROJECT.E. OMISSION OF EXPRESS REFERENCE OF ANY PARTS NECESSARY FOR, OR REASONABLE INCIDENTAL TO, ACOMPLETE INSTALLATION SHALL NOT BE CONSTRUED AS RELEASING CONTRACTOR FROM FURNISHING SUCH PARTS.THE ELECTRICAL SYSTEM AS SUPPLIED SHALL BE COMPLETE AND FUNCTIONING, WITH ALL ELECTRICAL ITEMSFURNISHED IN OPERABLE CONDITION.F. DEMOLISHED EQUIPMENT AND DEVICES SHALL BE SALVAGED FOR FUTURE USE AT DISCRETION OF OWNER.OTHERWISE, DISPOSE OF PROPERLY.3. CODES, PERMITS, AND INSPECTIONSA. INSTALL ALL WORK IN FULL ACCORDANCE WITH THE LATEST ADOPTED VERSTION OF CODES, RULES ANDREGULATIONS OF MUNICIPAL, CITY, COUNTY, STATE AND PUBLIC UTILITIES AND ALL OTHER AUTHORITIES HAVINGJURISDICTION OVER THE PREMISES. THIS SHALL INCLUDE ALL REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE,AS INTERPRETED BY THE LOCAL INSPECTION DIVISION. ALL THESE CODES, RULES, AND REGULATIONS ARE HEREBYINCORPORATED INTO THIS SPECIFICATION. ALL CHANGES FROM THESE DRAWINGS NECESSARY TO MAKE THE WORKCONFORM TO THE BUILDING AS CONSTRUCTED AND TO FIT THE WORK OF OTHER TRADES OR TO CONFORM TO THERULES AND REGULATIONS OF THE STATE, CITY, OR MUNICIPAL BODIES HAVING JURISDICTION, ARE TO BE MADE BYELECTRICAL CONTRACTOR, AT HIS OWN EXPENSE.B. LISTED OR LABELED EQUIPMENT SHALL BE USED OR INSTALLED IN ACCORDANCE WITH ANY INSTRUCTIONSINCLUDED IN THE LISTING OR LABELING.C. THE CONTRACTOR SHALL SECURE ALL PERMITS AND CERTIFICATES OF INSPECTION INCIDENTAL TO HIS WORK,REQUIRED BY THE FOREGOING AUTHORITIES. ALL SUCH CERTIFICATES SHALL BE DELIVERED TO THE OWNER INDUPLICATE, BEFORE FINAL PAYMENT ON CONTRACT WILL BE ALLOWED. THE CONTRACTOR SHALL PAY ALL FEES,CHARGES AND OTHER EXPENSES IN CONNECTION THEREWITH.4. INTERFERENCESA. BEFORE INSTALLING ANY OF THIS WORK, THE CONTRACTOR SHALL SEE THAT IT DOES NOT INTERFERE WITHCLEARANCES FOR THE ERECTION OF FINISH BEAMS, COLUMNS, PILASTERS, WALLS, DUCTS, AND OTHER LANDSCAPE,STRUCTURAL, MECHANICAL, OR ARCHITECTURAL MEMBERS AS SHOWN ON THE DRAWINGS. IF ANY WORK IS SOINSTALLED AND LATER THE ARCHITECTURAL DESIGN CANNOT BE FOLLOWED, THE ELECTRICAL CONTRACTOR SHALL,AT HIS OWN EXPENSE, MAKE SUCH CHANGES IN HIS WORK AS THE ARCHITECT OR ENGINEER MAY DIRECT TO PERMITTHE COMPLETION OF THE OTHER WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.B. IT SHALL BE THE DUTY OF THE CONTRACTOR TO REPORT ANY INTERFERENCES BETWEEN HIS WORK AND THAT OFANY OTHER CONTRACTOR TO THE ENGINEER AS SOON AS THEY ARE DISCOVERED. THE ENGINEER WILL DETERMINEWHICH EQUIPMENT SHALL BE RELOCATED REGARDLESS OF WHICH WAS FIRST INSTALLED.5. MATERIALS AND WORKMANSHIPA. GENERAL1) WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY CRAFTSMEN SKILLED IN THE PARTICULAR TRADE.WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, MANUFACTURER'SRECOMMENDATIONS, AND THE BEST PRACTICE OF THE TRADE. COMPLETED WORK SHALL PRESENT A NEAT ANDFINISHED APPEARANCE.2) UNLESS EXPRESSLY SPECIFIED OR INDICATED ON THE DRAWINGS TO THE CONTRARY, ALL MATERIALS SHALL BENEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OF THEIR SEVERAL KINDS.B. CONDUIT1) GALVANIZED RIGID STEEL (RMC) CONDUIT SHALL BE USED IN ALL LOCATIONS WHERE EXPOSED TO PHYSICALDAMAGE, OR WHERE EXPOSED WITHIN 8' OF FINISHED FLOOR OR GRADE, AND FOR PANELBOARD FEEDERS.MINIMUM CONDUIT SIZE FOR EXTERIOR APPLICATIONS 3/4".2) SCHEDULE 40 POLYVINYL CHLORIDE (PVC) MAY BE USED UNDER CONCRETE SLABS AND UNDERGROUND. RISERSARE TO BE TAPE-WRAPPED RMC. MINIMUM BURIAL DEPTH IS 24 INCHES.C. CABLES AND CONDUCTORS:1) POWERa. ALL WIRING AND CABLE SHALL BE RATED FOR 600V UNLESS NOTED OTHERWISE AND MANUFACTURED BY GE,ROME, PHELPS-DODGE, ANACONDA, OKONITE, GENERAL CABLE, OR APPROVED EQUAL. ALL WIRE SHALL BEDELIVERED TO JOB IN UNBROKEN PACKAGES EACH PACKAGE SHALL BEAR THE UL AND MANUFACTURER'SLABELS, SHOWING DATE OF MANUFACTURE AND MAXIMUM ALLOWABLE VOLTAGE.USE MINIMUM SIZE #10 AWG.b. ALL WIRE TO BE COPPER AND SHALL HAVE 98% CONDUCTIVITY. WIRE SIZES #12 AWG AND SMALLER SHALL BESOLID CONDUCTOR. LARGER SIZES TO BE STRANDED CONDUCTOR. COLOR CODE AS FOLLOWS:c. 240/120V:NEUTRAL WHITEGROUND GREENPHASE A BLACKPHASE B REDI. EQUIPMENT PROVIDED BY OTHERS: THE CONTRACTOR SHALL ROUGH-IN AND CONNECT TO ALL EQUIPMENTPROVIDED BY OTHERS. DISCONNECT SWITCHES AND STARTERS ARE BY THE CONTRACTOR UNLESS OTHERWISENOTED. COORDINATE WITH OTHER TRADES.N. GROUNDING1) ALL CONCRETE ENCASED OR DIRECT BURIED UNDERGROUND GROUNDING ELECTRODE CONDUCTORS SHALL BESOFT DRAWN BARE COPPER CABLE, CONFORMING TO ASTM B8. SIZED AS REQUIRED BY TABLE 250.66 OF THE NEC,EXCEPT WHERE A LARGER SIZE CONDUCTOR IS SHOWN ON THE CONTRACT DRAWINGS.2) MINIMUM CONDUCTOR ALLOWED: #2.3) EQUIPMENT GROUNDING CONDUCTOR:COPPER CONDUCTOR: IDENTICAL INSULATION TO PHASE CONDUCTORS. PROVIDE AN EQUIPMENT GROUNDINGCONDUCTOR WITH ALL FEEDERS AND BRANCH CIRCUITS. SIZED AS REQUIRED BY TABLE 250.122 OF THE NEC,EXCEPT WHERE A LARGER SIZE CONDUCTOR IS SHOWN ON THE CONTRACT DRAWINGS.4) GROUND ROD BOXES: PROVIDE GROUND ROD BOXES FOR EACH GROUND ROD. GROUND ROD BOXES SHALL BECONCRETE WITH TRAFFIC RATED COVERS, FOGTITE SP-1, OR APPROVED EQUAL,UNLESS NOTED OTHERWISE.5) GROUNDING ELECTRODE RODS USED SHALL BE A MINIMUM OF 3/4" DIAMETER BY 10' LONG, STEEL CORE ANDCOPPER JACKET (COPPERCLAD) HEAVY UNIFORM COATING OF ELECTROLYTIC COPPER MOLECULARLY BONDED TOA RIGID STEEL CORE.O. ELECTRICAL EQUIPMENT IDENTIFICATION:1) ALL BRANCH CIRCUITS SHALL BE TAGGED IN THE PANELBOARDS FOR THE PURPOSE OF DISTINGUISHING THEVARIOUS CIRCUITS. TAG ALL FEEDERS AND MAINS IN ALL PULLBOXES, IN THE PANELS, AND IN THE SWITCHBOARD.WIRE TAGS SHALL BE BRADY SELF-STICKING NUMBERED WIRED MARKERS OR APPROVED EQUAL.6. SUBMITTALSA. BEFORE ANY MATERIAL IS FABRICATED OR SHIPPED, FURNISH TO THE ENGINEER FULL DETAILS, SHOP DRAWINGS,DIMENSIONS, CATALOG CUTS, SCHEMATIC (ELEMENTARY) DIAGRAMS, WIRING DIAGRAMS, AND OTHER DESCRIPTIVEMATTER AS REQUIRED TO FULLY DESCRIBE THE PRODUCTS SPECIFIED UNDER THIS SECTION, FOR REVIEW ANDAPPROVAL PRIOR TO USE.B. SUBMITTALS SHALL HAVE A TYPEWRITTEN INDEX, TABBED DIVIDER PAGES, PROJECT LABEL/DESCRIPTION ONBINDER SPINE AND ON FRONT COVER PAGE (LISTING PROJECT NAME, DATE, CONTRACTOR NAME AND CONTACTINFORMATION, GENERAL CONTRACTOR NAME AND CONTACT INFORMATION.) IF ELECTRONIC SUBMITTALS ARE BEINGSUBMITTED, CONTRACTOR SHALL ASSEMBLE THE INFORMATION IN ONE PDF FILE MEETING ALL APPROPRIATEREQUIREMENTS OF THE PAPER VERSION.C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PRODUCT DATA (SUBMITTAL INFORMATION) COVERING THEFOLLOWING TO THE ENGINEER FOR REVIEW AND APPROVAL:CHANNEL/FASTENERSOVERCURRENT PROTECTION DEVICESMETER BASERACEWAYS AND BOXESWIRE AND CABLEGROUNDINGLIGHTINGLOAD CENTER/PANELBOARD7. OTHERA. UTILITY COORDINATION - THE CONTRACTOR SHALL COORDINATE POWER, CABLE TV AND TELEPHONE SERVICESWITH THE LOCAL SERVICE PROVIDER. SERVICES SHALL COMPLY WITH UTILITY STANDARDS.8. EXECUTIONA. TESTS: LIGHTING EQUIPMENT.B. INSTALLATION OF CONDUIT: CONDUIT, EXCEPT AS OTHERWISE SPECIFICALLY NOTED, SHALL BE CONCEALED.EXPOSED CONDUIT SHALL BE RUN PARALLEL WITH SUPPORTING WALL, BEAM, OR CEILING AND WITH EACH OTHER;WITH RIGHT ANGLE RUNS CONSISTING OF CAST METAL FITTINGS (LB CONDULETS SHALL NOT BE USED FORCONDUITS LARGER THAN 1-1/4 INCHES I.D.) OR SYMMETRICAL BENDS, AND WITH SUPPORTS SPACED AT NOT MORETHAN 5 FEET APART. ALL RUNS OF CONDUIT SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID TRAPPEDCONDENSATION. NO JUNCTIONS OF SPLICES IN WIRE SHALL BE MADE IN CONDULETS. ALL CONDUIT EXPOSED INFINISHED SPACES SHALL BE PAINTED TO MATCH ADJACENT SURFACES.C. ALL CONTROLS APPARATUS, OUTLET, OUTLET BOXES, JUNCTION AND PULL BOXES AND SIMILAR OUTLET EQUIPMENTSHALL BE INSTALLED AND MAINTAINED IN ACCESSIBLE POSITIONS AND LOCATIONS.D. ALL CONDUITS SHALL BE SUPPORTED TO THE BUILDING CONSTRUCTION WITH APPROVED PIPE STRAPS, SPACED NOTTO EXCEED 5-FOOT INTERVALS. INSTALL CLAMPS APPROXIMATELY 18 INCHES FROM BOXES. CONDUIT LARGER THAN1-1/2 INCH SHALL BE SUPPORTED WITH APPROVED PIPE STRAPS.E. A NYLON PULL ROPE SHALL BE INSTALLED IN ALL WIRING RACEWAYS WHICH DO NOT HAVE CONDUCTORS PULLED BYTHIS CONTRACT. INNER DUCT WILL BE PROVIDED IN MAIN COMMUNICATION CONDUITS.F. PULLBOXES SHALL BE INSTALLED IN ALL CONDUIT RUNS WHEREVER REQUIRED TO KEEP THE MAXIMUM NUMBER OFBENDS TO 360 DEGREES OR LESS IN ORDER TO FACILITATE THE PULLING OR WIRES OR CABLES. ALL JUNCTIONAND PULLBOXES SHALL BE GALVANIZED AND CONSTRUCTED WITH SUITABLE BARRIERS SEPARATING THEDIFFERENT SYSTEMS. BOXES SHALL BE PROVIDED WITH REMOVABLE COVERS, SECURED WITH MACHINE SCREWS.ALL JUNCTION AND PULLBOXES OF UNUSUAL SIZE OR SHAPE, AND AS DIRECTED, SHALL BE PROVIDED WITHINTERIOR ANGLE IRON BRACES AND PROPER SUPPORT.G. LOCATIONS OF LUMINAIRES, ELECTRICAL OUTLETS, EQUIPMENT, AND OTHER ELECTRICAL SYSTEM COMPONENTSSHOWN ON DRAWINGS ARE APPROXIMATE UNLESS DIMENSIONED. CONTRACTOR IS TO CHECK FOR AND RESOLVECONFLICTS WITH OPENINGS, STRUCTURAL MEMBERS, AND EQUIPMENT HAVING FIXED LOCATIONS.H. DO NOT CUT OR NOTCH ANY STRUCTURAL MEMBER OR BUILDING SURFACE WITHOUT SPECIFIC APPROVAL OF THESTRUCTURAL ENGINEER. CAREFULLY CARRY OUT ANY CUTTING, CHANNELING, CHASING, OR DRILLING OF FLOORS,WALLS, PARTITIONS, CEILINGS, PAVING, OR OTHER SURFACES REQUIRED FOR THE INSTALLATION, SUPPORT, ORANCHORAGE OF CONDUIT, RACEWAYS, OR OTHER ELECTRICAL MATERIALS AND EQUIPMENT. FOLLOWING SUCHWORK, RESTORE SURFACES NEATLY TO NEW CONDITION USING SKILLED CRAFTSMEN OF THE TRADE INVOLVED, ATNO ADDITIONAL COST TO THE OWNER. ANY PENETRATIONS TO FIRE RATED MATERIALS SHALL BE RESTORED TOEQUAL RATING AS REQUIRED BY THE STATE FIRE MARSHALL.I. GROUNDING: CONNECT ALL ELECTRICAL EQUIPMENT TO GROUND SYSTEM AS DIRECTED. ALL PANELS AND CONDUITSENTERING PANELS SHALL BE ADEQUATELY CONNECTED TO BUILDING GROUNDING SYSTEM. ALL ELECTRICALAPPARATUS, EITHER STATIONARY OR PORTABLE, MUST BE ADEQUATELY GROUNDED BY THIS CONTRACTOR EITHERBY DIRECT CONNECT FROM FRAME OF THE APPARATUS OR AN APPROVED GROUND WIRE CONNECTED SECURELY TOTHE CONDUIT, OR BY AN APPROVED GROUNDED FLEXIBLE CORD THROUGH AN APPROVED CAP AND RECEPTACLE.PULLBOXES SHALL BE BONDED TO CONDUIT. PROVIDE A GROUND WIRE IN ALL CONDUITS. PROVIDE BONDINGBUSHINGS AS REQUIRED BY THE NEC. GROUND ELECTRODE SYSTEM RESISTANCE SHALL MEET NEC ARTICLE 250,CURRENT EDITION.J. CLEANING: RESPECTIVE CONTRACTORS OR SUB-CONTRACTORS FOR VARIOUS PHASES OF ELECTRICAL WORK SHALLCLEAR AWAY ALL DEBRIS AND REFUSE PRIOR TO THE END OF WORK EACH DAY. UPON COMPLETION OF WORK,SURPLUS MATERIALS, ETC. RESULTING FROM THEIR WORK SHALL ALSO BE REMOVED FROM THE JOB SITE AT THECONTRACTOR'S EXPENSE, LEAVING JOB AND EQUIPMENT FURNISHED UNDER ANY OR ALL CONTRACTS IN A CLEANAND FIRST CLASS CONDITION.K. EXTERIOR AND INTERIOR REFLECTING AND TRANSMITTING SURFACES OF LUMINAIRES SHALL BE CLEANED SO AS TOBE REASONABLY FREE FROM CONSTRUCTION DEBRIS AND DUST. ALL LUMINAIRES USED AS CONSTRUCTIONLIGHTING WILL HAVE ALL LAMPS REPLACED WITH NEW IMMEDIATELY PRIOR TO PROJECT CLOSEOUT ATCONTRACTOR'S EXPENSE.L. FINISH PAINTING OF ALL EXPOSED ELECTRICAL MATERIAL AND EQUIPMENT IS THE SOLE RESPONSIBILITY OF THISCONTRACTOR.9. PROJECT CLOSEOUT: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL:A. SUBMIT A LIST OF RECOMMENDED SPARE PARTS.B. SUBMIT MARKED UP 'AS-BUILT' DRAWINGS WITH FINAL INSTALLED ARRANGMENTS, INCLUDED EQUIPMENTMODEL NUMBERS AND PERFORMANCE DATA. 'AS-BUILT' DRAWINGS SHALL BE PROVIDED TO THE OWNER ON A NEWDRAWING SET, WITH FIELD CHANGES TRANSCRIBED FROM THE WORKING SET IN A NEAT AND PROFESSIONALMANNER.C. GUARANTEE: FULLY GUARANTEE MATERIALS AND WORK UNDER THIS SECTION, FOR PERIOD OF ONE YEAR FROMTHE DATE OF FINAL ACCEPTANCE BY THE OWNER, AGAINST IMPERFECT WORKMANSHIP OR FAILURE ORMALFUNCTION OF MATERIALS AND/OR EQUIPMENT DUE TO FAULTY OR IMPERFECT WORKMANSHIP. PROVIDE THEGUARANTEE IN WRITING TO THE OWNER AT THE TIME OF ISSUING THE FINAL CERTIFICATE. WORK FOUND TO BEDEFECTIVE WITHIN THIS PERIOD SHALL BE REPLACED WITHOUT COST TO THE OWNER.END OF ELECTRICAL SPECIFICATIONSLEGENDCONDUIT CONCEALED IN WALL, CEILING,UNDER FLOOR, IN FLOOR SLAB, OR ROUTEDUNDERGROUNDGROUND ROD IN GROUND ROD BOXSHEET WHERE DETAILIS TAKEN FROMFIGURE OR PHOTODETAIL NUMBERIF PHOTO, ARROW DENOTESDIRECTION TAKENDETAIL AREASHEET ON WHICHSECTION APPEARSSECTION LETTERDETAIL NUMBERDETAIL NUMBERSHEET ON WHICHDETAIL APPEARSXXXXCONDUIT AND WIRE TAGENCLOSURE/CABINETCONDUIT TURNED UP OR TOWARDCONDUIT TURNED DOWN OR AWAYCONDUIT EXPOSEDUTILITY METERME0.1 ELECTRICAL SPECIFICATIONS, GENERAL NOTES, ABBREVIATIONS, AND LEGENDSE2.1 SIGN 79 - LIGHTING PLANE2.2 SIGN 80 - LIGHTING PLANE2.3 SIGN 81 - LIGHTING PLANE6.1 ONE-LINE DIAGRAMS AND LUMINAIRE SCHEDULEE8.1 ELECTRICAL DETAILSSHEET INDEX1. "GENERAL NOTES" APPLY TO ALL DRAWINGS. "SHEET NOTES"APPLY TO ALL OF THE SHEETS ON WHICH THEY OCCUR."KEYNOTES" APPLY ONLY WHERE CALLED OUT.2. ALL EQUIPMENT SHOWN IN BOLD IS TO BE PROVIDED BYCONTRACTOR UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE FROM ALLCONTROL DEVICES TO LUMINAIRES FOR CONTROL OF LUMINAIRESSHOWN.4. LUMINAIRES SHOWN ON DRAWINGS FOR QUANTITY ANDCIRCUITING ONLY. SEE LANDSCAPE DRAWINGS FOR EXACTLOCATIONS.5. ALL FEEDERS AND BRANCH CIRCUITS SHALL CONTAIN ANEQUIPMENT GROUND CONDUCTOR SIZED PER NEC TABLE 250.122.ALL WIRING IS BASED ON CU COPPER PER NEC TABLE310.15(B)(16), USING 75°C AMPACITIES FOR FEEDERS. IF ALUMINUMIS ALLOWED, CONTRACTOR IS RESPONSIBLE TO RE-SIZEACCORDING TO NEC AMPACITIES FOR LOADS SHOWN ONDRAWINGS.6. BRANCH CIRCUIT CONDUCTORS, NOT OTHERWISE IDENTIFIEDSHALL BE A MINIMUM 12 AWG FOR RUNS 70 FEET OR LESS AND AMINIMUM 10 AWG FOR RUNS GREATER THAN 70 FEET. QUANTITYAND SIZE SHALL BE "AS REQUIRED" TO SERVE AND CONTROLDEVICE(S) OR EQUIPMENT WITH A MAXIMUM VOLTAGE DROP OFTHREE PERCENT. WHERE CONTRACTOR CHOOSES TO RUN MORETHAN THREE CURRENT CARRYING CONDUCTORS WITHIN ONERACEWAY OR CABLE, CONDUCTORS SHALL BE INCREASED IN SIZETO COMPENSATE FOR THE DERATING REQUIRED PER NECSECTION 310.15. CONDUCTOR AMPACITIES SHALL BE TAKEN FROMTHE 75°C COLUMN.7. MINIMUM CONDUIT IN EXTERIOR AND UNDERGROUND LOCATIONSTO BE 1".8. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE FOR ALLCIRCUITS SHOWN ON DRAWINGS.9. ALL CONDUITS SHALL BE CONCEALED UNLESS OTHERWISENOTED.10. IT IS THE CONTRACTORS RESPONSIBILITY TO WALK THE SITE ANDREFERENCE THE CITY OF PASCO'S STANDARD SPECIFICATIONSPRIOR TO BID. IN THE CASE OF ANY CONFLICT BETWEEN THEDESIGN DOCUMENTS AND CITY STANDARDS, THE CITYSTANDARDS SHALL TAKE PRECEDENCE.GENERAL NOTESFUSED CONNECTORRAx-xxSECTION TITLESCALE: SHEET WHERE DETAIL IS TAKEN FROMSECTION LETTERSHEET WHERE SECTIONIS TAKEN FROMCOEUR D'ALENE OFFICE2120 N LAKEWOOD DR, STE BCOEUR D'ALENE, IDAHO 83814208.417.2967LIGHT FIXTURE. REFER TO LUMINAIRESCHEDULE FOR DETAILS.3/8/2022 UPUPSROAD 28S1LEWIS STREETROAD 28NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTwww.mackaysposito.comFILE: \\CDA\PROJECT\60006 - MACKAY\60006.003.01 - PASCO WAYFINDING\01 CAD\E-17754 PASCO.DWGWAYFINDING SIGNAGE AND GATEWAY ENTRANCEPASCO, FRANKLINSIGN 79 - LIGHTING PLAN1775402/11/2022AS NOTEDKKKKGW100%CONSTRUCTIONDOCUMENTSE2.116 200 20' 40'SCALE: 1" = 20'-0"SIGN 79 - LIGHTING PLANSIGN 79 - REFERENCE IMAGE - AREA MAPPOLE# 19271. REFERENCE LANDSCAPE DRAWING FOR ELEVATIONDETAILS.2. EXISTING UTILITIES SHOWN ARE A BEST EFFORTCOMPILATION OF SURFACE LOCATES AND RECORDDRAWING RESEARCH. ACTUAL LOCATION ANDEXISTENCE OF UNDERGROUND UTILITIES MAY VARYSIGNIFICANTLY FROM PLAN. ALL UTILITIES SHOWN TOBE LOCATED BY A PRIVATE TONING SERVICE ANDPOTHOLING PRIOR TO EXCAVATION.3. REFER TO LANDSCAPE DRAWINGS FOR EXACTLOCATIONS AND ELEVATIONS OF ALL LUMINAIRES,TRANSFORMER PADS, AND OTHER SITE ELEMENTS. 4. MAINTAIN ALL EXISTING POWER, LIGHTING,TELECOMMUNICATIONS, AND LOW VOLTAGE SYSTEMSREMAINING IN FULL OPERATIONAL CONDITION.REPAIR DAMAGES AFFECTED BY WORK AT NOADDITIONAL COST TO THE OWNER.5. OUTSIDE BURIED RACEWAYS SERVING BRANCHCIRCUITING TO BE 1"C., (3) #10AWG UNLESSOTHERWISE NOTED.6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOWALK THE SITE PRIOR TO BID. FAILURE TOUNDERSTAND EXISTING SITE AND BUILDINGCONDITIONS WILL NOT BE ACCEPTED AS REASONINGFOR ADDITIONAL POST BID COSTS.7. ALL PEDESTRIAN AND VEHICLE TRAFFIC AREAS SHALLBE PROPERLY ILLUMINATED DURING EVENING HOURSAS REQUIRED BY OWNER. CONTRACTOR SHALL BERESPONSIBLE TO PROVIDE TEMPORARY LIGHTINGWHERE EXISTING LIGHTING HAS BEEN REMOVED ANDPERMANENT LIGHTING IS NOT YET INSTALLED ORWHERE LIGHTING BRANCH CIRCUITS HAVE BEENINTERRUPTED DUE TO CONSTRUCTION.8. COORDINATE SCHEDULE AND WORK WITH CITYPROJECT MANAGER AND SERVING UTILITY PRIOR TOCOMMENCING WORK. COORDINATE INSPECTION OFWORK WITH CITY AND SERVING UTILITY PRIOR TOBACKFILLING OR CLOSING OF ENCLOSURES.FRANKLIN PUD - CASEY ROBERTS:Main #(509) 546-5952Email: crobers@franklinpud.comCITY OF PASCO - JACOB SEVIGNY:Main #(509) 544-3080Email: sevignyj@pasco-wa.govSHEET NOTES1. NEW SIGN FLOOD LIGHT. MOUNT FIXTURE TYPENOMINAL 6'-0" FROM SIGN TO CENTER OF LIGHTFIXTURE. REFERENCE DETAILS FOR MOREINFORMATION.2. EXISTING UTILITY POWER POLE (#1927).3. EXTEND NEW LIGHTING CIRCUIT FROM SIGNALCABINET DISTRIBUTION PANEL. FURNISH AND INSTALLONE (1) 15AMP/1-POLE CIRUCIT BREAKER FOR THESIGN LIGHT CIRCUIT. COORDINATE AND SCHEDULEWITH FRANKLIN PUD PRIOR TO COMMENCING WORK.4. APPROXIMATE LOCATION OF CITY SIGN TO BEINSTALLED. REFERENCE LANDSCAPE DRAWINGS FOREXACT LOCATION.5. EXISTING POLE MOUNTED TRANSFORMER ISLOCATED ON POLE (#1927).ABANDONEDMETERPANEL21453E8.11E8.1KEY NOTESCOEUR D'ALENE OFFICE2120 N LAKEWOOD DR, STE BCOEUR D'ALENE, IDAHO 83814208.417.2967RP1SIGNAL CABINET ANDDISTRIBUTION PANELSIGNAL CABINET ANDDISTRIBUTION PANEL3POLE# 192725ABANDONEDMETER PANEL3/8/2022 SR-397XUPUPUPUPGUARD RAILS1NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTwww.mackaysposito.comFILE: \\CDA\PROJECT\60006 - MACKAY\60006.003.01 - PASCO WAYFINDING\01 CAD\E-17754 PASCO.DWGWAYFINDING SIGNAGE AND GATEWAY ENTRANCEPASCO, FRANKLINSIGN 80 - LIGHTING PLAN1775402/11/2022AS NOTEDKKKKGW100%CONSTRUCTIONDOCUMENTSE2.217 200 20' 40'SCALE: 1" = 20'-0"SIGN 80 - LIGHTING PLANSIGN 80 - REFERENCE IMAGE - AREA MAP1E8.13E8.1EXISTINGHANDHOLE314COEUR D'ALENE OFFICE2120 N LAKEWOOD DR, STE BCOEUR D'ALENE, IDAHO 83814208.417.2967R1. NEW SIGN FLOOD LIGHT. MOUNT FIXTURE TYPENOMINAL 6'-0" FROM SIGN TO CENTER OF LIGHTFIXTURE. REFERENCE DETAILS FOR MOREINFORMATION.2. EXISTING CITY OWNED PATH LIGHT. COORDINATEANY REQUIRED SHUT DOWN OF POWER WITH CITYPRIOR TO COMMENCING WORK.3. EXTEND NEW LIGHTING CIRCUIT BY WAY OF EXISTINGPATHWAY LIGHTING HANDHOLE. COORDINATE ANDSCHEDULE WITH CITY PRIOR TO COMMENCING WORK:4. APPROXIMATE LOCATION OF CITY SIGN TO BEINSTALLED. REFERENCE LANDSCAPE DRAWINGS FOREXACT LOCATION.5. CUT AND PATCH PATHWAY AT LOCATION OFCROSSING.2P1EXISTINGHANDHOLE1. REFERENCE LANDSCAPE DRAWING FOR ELEVATIONDETAILS.2. EXISTING UTILITIES SHOWN ARE A BEST EFFORTCOMPILATION OF SURFACE LOCATES AND RECORDDRAWING RESEARCH. ACTUAL LOCATION ANDEXISTENCE OF UNDERGROUND UTILITIES MAY VARYSIGNIFICANTLY FROM PLAN. ALL UTILITIES SHOWN TOBE LOCATED BY A PRIVATE TONING SERVICE ANDPOTHOLING PRIOR TO EXCAVATION.3. REFER TO LANDSCAPE DRAWINGS FOR EXACTLOCATIONS AND ELEVATIONS OF ALL LUMINAIRES,TRANSFORMER PADS, AND OTHER SITE ELEMENTS. 4. MAINTAIN ALL EXISTING POWER, LIGHTING,TELECOMMUNICATIONS, AND LOW VOLTAGE SYSTEMSREMAINING IN FULL OPERATIONAL CONDITION.REPAIR DAMAGES AFFECTED BY WORK AT NOADDITIONAL COST TO THE OWNER.5. OUTSIDE BURIED RACEWAYS SERVING BRANCHCIRCUITING TO BE 1"C., (3) #10AWG UNLESSOTHERWISE NOTED.6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOWALK THE SITE PRIOR TO BID. FAILURE TOUNDERSTAND EXISTING SITE AND BUILDINGCONDITIONS WILL NOT BE ACCEPTED AS REASONINGFOR ADDITIONAL POST BID COSTS.7. ALL PEDESTRIAN AND VEHICLE TRAFFIC AREAS SHALLBE PROPERLY ILLUMINATED DURING EVENING HOURSAS REQUIRED BY OWNER. CONTRACTOR SHALL BERESPONSIBLE TO PROVIDE TEMPORARY LIGHTINGWHERE EXISTING LIGHTING HAS BEEN REMOVED ANDPERMANENT LIGHTING IS NOT YET INSTALLED ORWHERE LIGHTING BRANCH CIRCUITS HAVE BEENINTERRUPTED DUE TO CONSTRUCTION.8. COORDINATE SCHEDULE AND WORK WITH CITYPROJECT MANAGER AND SERVING UTILITY PRIOR TOCOMMENCING WORK. COORDINATE INSPECTION OFWORK WITH CITY AND SERVING UTILITY PRIOR TOBACKFILLING OR CLOSING OF ENCLOSURES.FRANKLIN PUD - CASEY ROBERTS:Main #(509) 546-5952Email: crobers@franklinpud.comCITY OF PASCO - JACOB SEVIGNY:Main #(509) 544-3080Email: sevignyj@pasco-wa.govSHEET NOTESKEY NOTESEXISTINGFENCEEXISTINGPATHWAY53/8/2022 FFFFFFFFFFTSTSTSTSTSDSLSLSLSLSL SL SL SL W8'' SS18''W18''W18''W18''W18''W18''W18''W18''W18''W18''W8''W 8''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W12''WBPBPBPBP BPBPBP 15''IRR15''IRR15''IRR15''IRR15''IRR15''IRR15''IRR15''IRRGASGASGASGASfndBD103413.51 13 181924TVIRR8''W8''W18''W SDSDSDTTTTTTTTTTTTTT T TTTTTTT T T T T T TT T T T GGGGGGG GGFFFFFFFFFFTSTSTSTSTSDSLSLSLSLSL SL SL SL W8'' SS18''W18''W18''W18''W18''W18''W18''W18''W18''W18''W8''W 8''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W12''WBPBPBPBP BPBPBP 15''IRR15''IRR15''IRR15''IRR15''IRR15''IRR15''IRR15''IRRGASGASGASGASfndBD103413.51 13 181924TVIRR8''W8''W18''W SDSDSDTTTTTTTTTTTTTT T TTTTTTT T T T T T TT T T T GGGGGGG GGS120TH AVEW ARGENT RDNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTwww.mackaysposito.comFILE: \\CDA\PROJECT\60006 - MACKAY\60006.003.01 - PASCO WAYFINDING\01 CAD\E-17754 PASCO.DWGWAYFINDING SIGNAGE AND GATEWAY ENTRANCEPASCO, FRANKLINSIGN 81 - LIGHTING PLAN1775402/11/2022AS NOTEDKKKKGW100%CONSTRUCTIONDOCUMENTSE2.318 200 20' 40'SCALE: 1" = 20'-0"SIGN 81 - LIGHTING PLANSIGN 81 - REFERENCE IMAGE - AREA MAP2143E8.1COEUR D'ALENE OFFICE2120 N LAKEWOOD DR, STE BCOEUR D'ALENE, IDAHO 83814208.417.2967R1E8.1P1P3NEW METERPEDESTAL &LOAD CENTERG11. NEW SIGN FLOOD LIGHT. MOUNT FIXTURE TYPENOMINAL 6'-0" FROM SIGN TO CENTER OF LIGHTFIXTURE. REFERENCE DETAILS FOR MOREINFORMATION.2. EXISTING UTILITY TRANSFORMER.3. GROUND ROD IN GROUND ROD BOX. SEE DETAIL 2 ONSHEET E8.1.4. APPROXIMATE LOCATION OF CITY SIGN TO BEINSTALLED. REFERENCE LANDSCAPE DRAWINGS FOREXACT LOCATION.EXISTINGTRANSFORMEREXISTINGTRANSFORMER1. REFERENCE LANDSCAPE DRAWING FOR ELEVATIONDETAILS.2. EXISTING UTILITIES SHOWN ARE A BEST EFFORTCOMPILATION OF SURFACE LOCATES AND RECORDDRAWING RESEARCH. ACTUAL LOCATION ANDEXISTENCE OF UNDERGROUND UTILITIES MAY VARYSIGNIFICANTLY FROM PLAN. ALL UTILITIES SHOWN TOBE LOCATED BY A PRIVATE TONING SERVICE ANDPOTHOLING PRIOR TO EXCAVATION.3. REFER TO LANDSCAPE DRAWINGS FOR EXACTLOCATIONS AND ELEVATIONS OF ALL LUMINAIRES,TRANSFORMER PADS, AND OTHER SITE ELEMENTS. 4. MAINTAIN ALL EXISTING POWER, LIGHTING,TELECOMMUNICATIONS, AND LOW VOLTAGE SYSTEMSREMAINING IN FULL OPERATIONAL CONDITION.REPAIR DAMAGES AFFECTED BY WORK AT NOADDITIONAL COST TO THE OWNER.5. OUTSIDE BURIED RACEWAYS SERVING BRANCHCIRCUITING TO BE 1"C., (3) #10AWG UNLESSOTHERWISE NOTED.6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOWALK THE SITE PRIOR TO BID. FAILURE TOUNDERSTAND EXISTING SITE AND BUILDINGCONDITIONS WILL NOT BE ACCEPTED AS REASONINGFOR ADDITIONAL POST BID COSTS.7. ALL PEDESTRIAN AND VEHICLE TRAFFIC AREAS SHALLBE PROPERLY ILLUMINATED DURING EVENING HOURSAS REQUIRED BY OWNER. CONTRACTOR SHALL BERESPONSIBLE TO PROVIDE TEMPORARY LIGHTINGWHERE EXISTING LIGHTING HAS BEEN REMOVED ANDPERMANENT LIGHTING IS NOT YET INSTALLED ORWHERE LIGHTING BRANCH CIRCUITS HAVE BEENINTERRUPTED DUE TO CONSTRUCTION.8. COORDINATE SCHEDULE AND WORK WITH CITYPROJECT MANAGER AND SERVING UTILITY PRIOR TOCOMMENCING WORK. COORDINATE INSPECTION OFWORK WITH CITY AND SERVING UTILITY PRIOR TOBACKFILLING OR CLOSING OF ENCLOSURES.FRANKLIN PUD - CASEY ROBERTS:Main #(509) 546-5952Email: crobers@franklinpud.comCITY OF PASCO - JACOB SEVIGNY:Main #(509) 544-3080Email: sevignyj@pasco-wa.govSHEET NOTESKEY NOTES34E8.13/8/2022 NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTwww.mackaysposito.comFILE: \\CDA\PROJECT\60006 - MACKAY\60006.003.01 - PASCO WAYFINDING\01 CAD\E-17754 PASCO.DWGWAYFINDING SIGNAGE AND GATEWAY ENTRANCEPASCO, FRANKLINONE-LINE DIAGRAMS AND LUMINAIRE SCHEDULE1775402/11/2022AS NOTEDKKKKGW100%CONSTRUCTIONDOCUMENTSE6.119 20RTO NEW SIGNLIGHT3125E8.1COEUR D'ALENE OFFICE2120 N LAKEWOOD DR, STE BCOEUR D'ALENE, IDAHO 83814208.417.2967NEUTGL1 L2CONTROLPOWERUTILITY APPROVEDMETER SOCKETL1 L2N120/240 VAC, SINGLE PHASE, 60 AMPPRIMARY SERVICE FROM UTILITY5SIGN LIGHTNEMA 3RLOAD CENTER60A/2P15A/1P20A/1P20A/2PSPARESPARETO NEW SIGNLIGHT4EXISTING SIGNAL CABINETDISTRIBUTION PANEL15A/1P2E8.1PARTIAL ONE LINE DIAGRAM - SIGN 80PARTIAL ONE LINE DIAGRAM - SIGN 79PARTIAL ONE LINE DIAGRAM - SIGN 811. EXISTING CITY HANDHOLE.2. EXISTING PATHWAY LIGHTING DISTRIBUTION.COORDINATE CIRCUIT AND ANY SHUTDOWN WITHCITY PRIOR TO COMMENCING WORK. CONTRACTORSHALL NOT COMMENCE WORK UNTIL COMPLETIONOF THE FOLLOWING:2.A. IDENTIFY LIGHTING CIRCUITS IN THEHANDHOLE SHOWN FOR THE INTENDED TAP.2.B. IDENTIFY LIGHTING CIRCUITS IN THEASSOCIATED LIGHTING PANEL FOR LIGHTINGSERVED VIA THE HANDHOLE WITH THEINTENDED TAP.2.C. MEASURE, RECORD, AND SUBMIT THEOPERATIONAL AMPACITY OF ALL LIGHTINGCIRCUITS IN THE HANDHOLE WITH THEINTENDED TAP, UNDER FULL LOAD OPERATION.2.D. MEASURE, RECORD, AND SUBMIT FULL LOADAMPACITY IN THE ASSOCIATED LIGHTING PANEL.2.E. COORDINATE WITH OWNER AND ENGINEER TODETERMINE THE CIRCUIT TO BE TAPPED.2.F. ALL WORK ABOVE SHALL BE INCLUDED IN THECONTRACTOR'S BID PRICE.3. TAP CONDUCTOR USING APPROVED METHODS FORTHE AREA IN LOCATION AS IDENTIFIED FOR EACHLOCATION. VERIFY VOLTAGE AND PROVIDE INLINE 5AFUSED CONNECTOR RATED FOR THE AREA. LABELTHE CIRCUIT TO IDENTIFY LOAD BEING SERVED.EXTEND EXISTING PATHWAY LIGHTING/POWERCIRCUIT TO NEW SIGN LIGHT AS INDICATED ONDRAWINGS.4. EXTEND NEW LIGHTING CIRCUIT FROM SIGNALCABINET DISTRIBUTION PANEL. FURNISH AND INSTALLONE (1) 15AMP/1-POLE CIRCUIT BREAKER FOR THESIGN LIGHT CIRCUIT. COORDINATE CIRCUIT BREAKERLOCATION IN PANEL WITH CITY STAFF.5. CONTRACTOR TO PROVIDE CONDUIT, TRENCHING,AND BACKFILL FROM EXISTING UTILITYTRANSFORMER TO NEW EQUIPMENT RACK. UTILITYTO PULL CONDUCTORS AND MAKE ALL CONNECTIONS.COORDINATE WITH UTILITY.1. PARTIAL ONE LINES ARE GENERAL IN NATURE ANDARE PROVIDED TO SHOW INTENDED CIRCUITCONNECTION POINTS.SHEET NOTESKEY NOTES3/8/2022 NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTwww.mackaysposito.comFILE: \\CDA\PROJECT\60006 - MACKAY\60006.003.01 - PASCO WAYFINDING\01 CAD\E-17754 PASCO.DWGWAYFINDING SIGNAGE AND GATEWAY ENTRANCEPASCO, FRANKLINELECTRICAL DETAILS 1775402/11/2022AS NOTEDKKKKGW100%CONSTRUCTIONDOCUMENTSE8.120 20FOR POWER TO CATV ANDTELEPHONE SEPARATIONPROVIDE 12" CLEARANCERESURFACE INACCORDANCE WITH FINALREQUIREMENTS-SOD INLAWN AREAS, ASPHALT ORCONCRETE IN PAVED AREASINSTALL PLASTIC IDENTIFICATION STRIP(NOTE 1) AT 12" DEEP THE FULL LENGTH,WITH METALLIC TRACER WIRE THE FULLLENGTH, LABLED "DANGER BURIEDELECTRICAL"6" OR MORE OF CLEAN SANDOR APPROVED EXCAVATEDMATERIAL24" MINIMUM BURIAL DEPTH FOR UTILITIES INCLUDING POWER, DATA AND TELEPHONE OR AS AMENDED BY THE SERVING UTILITY. 24" MINIMUMBURIAL DEPTH FOR SITELIGHTING/POWERBACKFILL 95%COMPACTIONCONDUIT TYPE, SIZE, ANDQUANTITY AS SPECIFIED7-1/2" 7-1/2"FINISHED GRADEGROUND RODMAKE THIS LOOP ASLARGE AS POSSIBLE,AVOID A SHARP BENDBURNDY GROUNDCLAMPFILL WITH SOIL, TOWITHIN 6" OF TOP OFROD, COMPACT BYADDING WATER ANDTAMPINGGROUND RING (WHERE PROVIDED)SCHEDULE 80 PVC CONDUITTO SERVICE EQUIPMENTUNLESS OTHERWISE NOTED INCONSTRUCTION DOCUMENTSOR SPECIFICATIONSFOGTITE GROUND RODBOX SP-1 OR EQUAL3"CONCRETE STEELINSERT FOR TRAFFICAREAS, CONCRETEONLY FOR NON-TRAFFIC USE AREAS30"MINIMUM1. IDENTIFICATION TAPE TO BE RED FOR ELECTRIC, ORANGE FOR TELECOMMUNICATIONS, YELLOW FOR GAS, GREEN FORSEWER, AND BLUE FOR WATER.DETAIL NOTESCONCRETE12"12"FINISHED GRADEFLOOD LIGHTCOEUR D'ALENE OFFICE2120 N LAKEWOOD DR, STE BCOEUR D'ALENE, IDAHO 83814208.417.2967R1-TYPICAL TRENCHING SECTIONSCALE: NTS2-TYPICAL GROUND WELLSCALE: NTS3-FLOOD LIGHT ASSEMBLY - TYPE S1/S2ASCALE: NTS4-TYPICAL METER & LOAD CENTER DETAILSCALE: NTSSSLLL240v 3w 1 1212121254 930 270METERLOADCENTERTO WAYFINDINGLIGHTSTO UTILITYTRANSFORMERTOGROUNDROD3'-0" (MIN)5'-0"MAXIMUMCAPMETER2" RMC CONDUIT ORDOUBLE UNISTRUTCHANNEL SUPPORT(P1001)(TYPICAL)GRADELOADCENTERLEFT VIEW (METER)RIGHT VIEW (LOAD CENTER)SIDE VIEWCONDULETSCONDULETSCONDULETSCONDULETSLOAD SIDELINE SIDESIDE VIEWNOTES:1. NON-FUSED WIRE CONNECTORS REQUIRED ON NEUTRAL OF 120 AND 480VOLT TO GROUND CIRCUITS.2. FUSED WIRE CONNECTORS REQUIRED ON120, 240, AND 480 VOLT PHASE TO PHASEAND PHASE TO GROUND CIRCUITS.5-FUSED "INLINE" WIRE CONNECTORSCALE: NTSROUND, DIE-CAST BRASS, IN-GRADE,JUNCTION BOX, WITH TAMPER PROOFSCREWS. KIM LIGHTING, JBR-3, OR EQUAL.3/4" RGS ELBOW, WRAPPEDWITH 20MIL PVC TAPE.3/8/2022