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TIS 2024-05-21 COMPLETE AGENDA PACKET
Armen Papyan, Chair .�. Dennis Martinez +.� Hannah Hedrick Distribution: D. Martinez A. Papyan H. Hedrick H. Ponnekanti G. Lerner (email) Clerk File Copy Share pkt pdf on SharePoint to A. Le, A. Youn AGENDA TUESDAY, MAY 21, 2024 - 5:30 PM HYBRID MEETING — ONSITE AND VIRTUAL DUWAMISH CONFERENCE Room, 6300 BUILDING, 2ND FLOOR MS Teams: Join the meeting now Virtual Meeting - Members of the public may listen by dialing 1-253-292-9750 and entering conference ID 109327334# Item Recommended Action Page 1. PRESENTATIONS 2. BUSINESS AGENDA a) Sewer Lift Station 5 Rebuild Project Construction Bid Award (Adib Altallal) b) 2024 Pavement Condition Index Study (David Baus) c) TIB Complete Streets Grant Acceptance 2024 Annual Overlay — 50th PI (Catrien de Boer) d) Traffic Signal Assessment and Repair Recommendation (Adam Cox) e) Unit 2903 Purchase — TV Inspection Vehicle (Garron Herdt) f) Gilliam Creek Fish Barrier Removal and Habitat Enhancement - Amendment No. 2 (Joshua Hopkins) S. 131st Street Drainage Improvement Project Amendment No. 3 (Joshua Hopkins) h) Resolution for Six -Year Transportation Improvement Program (2025 - 2030) (Cyndy Knighton) g) City of Tukwila Transportation and Infrastructure Services Committee • a) b) c) d) e) f) g) h) Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/03/24 Regular Consent Agenda Forward to the 06/10/24 Committee of the Whole and 6/17/24 Regular Consent Agenda Pg. 1 Pg. 25 Pg. 45 Pg. 51 Pg. 55 Pg. 71 Pg. 87 Pg. 115 Next Scheduled Meeting: 06/24/2024 SThe City of Tukwila strives to accommodate individuals with disabilities. P/ease contact the Public Works Department at 206-433-0179 for assistance. City of Tukwila Public Works Department - Harr Ponnekanti, Director/City Engineer Thomas McLeod. Mayor INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director/City Engineer BY: Adib Altallal, Utilities Engineer CC: Mayor Thomas McLeod DATE: May 17, 2024 SUBJECT: Sewer Lift Station 5 Rebuild Project Project No. 92340201 Construction Bid Award ISSUE Approve construction bid award with Gary Harper Construction, Inc. for Sewer Lift Station 5 Rebuild Project. BACKGROUND Sewer Lift Station 5 is located near the 1-405 ramps at Interurban Ave S, along Fort Dent Way. The sewer lift station was originally constructed in 1980 and later updated in 2000. No significant improvements have taken place since. The pumps, fittings, and electrical components have neared their useful life and have resulted in an increased need for maintenance. The existing pumps are obsolete, and the electrical components will need to be brought up to code to prevent unsafe access by City staff. Rebuilding Sewer Lift Station 5 will reduce maintenance costs and reduce the risk of failure. DISCUSSION A call for bids was advertised for the Sewer Lift Station 5 Rebuild Project on April 25, and May 2, 2024. three bids were opened on May 16, 2024, and the confirmed lowest bidder was Gary Harper Construction, Inc. with a bid of $1,649,438.22. The engineer's estimate was $1,695,882.97. FINANCIAL IMPACT Construction costs associated with the Sewer Lift Station 5 Rebuild are within the approved budget and will be funded by the sewer enterprise fund. Cost Estimate Contract $1,649,438.22 Contingency — 15% 247,715.33 Total $1,896,853.95 Fund Source 2023-24 Construction Budget Sewer Fund $2,000,000.00 RECOMMENDATION Council is being asked to approve the construction award with Gary Harper Construction, Inc. in the amount of $1,649,438.22 for the Sewer Lift Station 5 Rebuild Project and consider this item on the Consent Agenda at the June 3, 2024 Regular Meeting. Attachments: 2023 CIP, Page 67 Gary Harper Construction, Inc. Construction Contract Bid Tabulation 1 ITY OF TUK I A APITA ROJECT SUMMA Y 2023 to 2028 OJE T: Sewer Lift Station No. 5 Rebuild Project No. 92340201 DES I TIO : Rebuilding of sewer lift station 5 will reduce maintenance costs and reduce the risk of failure. JUSTIFI ATIO Aging sewer lift station requires the replacement of motors, pumps, and controls at older lift stations to reduce maintenance. STATUS: The sewer lift station has been seeing a lot of issues with maintenance of pumps and motors. The existing panels and valves are in a confined space and will need to be moved to grade for safer access. MAI T. IM A T: New pumps will reduce the liability of the existing pumps that are obsolete and prone to fail. OMME T: Additional right-of-way or property will be required for the new backup generators to be installed. FI A IA (in $000's) Through Estimated 2021 2022 2023 2024 2025 2026 2027 2028 BEYO D TOTA EXPENSES Design 250 50 300 Land (R/W) 0 Const. Mgmt. 50 200 250 Construction 1,000 1,000 2,000 TOTA EX E SES 0 0 1,300 1,250 0 0 0 0 2,550 FUND SOURCES Awarded Grant 0 Proposed Bond/ULID 0 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 0 0 1,300 1,250 0 0 0 0 2,550 TOTA SOU ES 0 0 1,300 1,250 0 0 0 0 0 2,550 Project Location ; ; a ; "_ e isea - - �TonorlLe . L 3..14.3r afyn H7 l I i N rre or > / !L . ;_ w SIP■ p•. Ur. 0 mod' .� .-I , A—'7. - .: Bsma � m q y 4 -gig % 2023 - 2028 Capital Improvement Program ® "accrier- a m 67 2 PROPOSAL (unit price) Contractor's Name Contractor's State License No. City of Tukwila Project Nos. 92340201 To the Mayor and City Council City of Tukwila, Washington The undersigned (Bidder) hereby certifies that they personally examined the location and construction details of Work outlined in the Contract Documents for the City of Tukwila (Owner) project titled LIFT STATION #5 DESIGN RETROFIT, which includes but is not limited to: Construction of an above ground electrical building with new controls and installation of a new meter vault and new submersible pumps, piping, and valves. The project includes rehab work (demolition, cleaning, and coating) in the existing wet well, installation of miscellaneous site improvements, relocation of the existing generator, and other work necessary to complete the Work as specified and shown in the Contract Documents. The project also includes the relocation of existing gravity sewer, installation of approximately 55 lineal feet of new 4-inch ductile iron forcemain and connection of the new forcemain to the existing forcemain as specified and shown in the Contract Documents. The undersigned further certifies that they have read and thoroughly understand these Documents which govern all Work embraced in this improvement and the methods by which payment will be made for said Work, and thoroughly understands the nature of said Work; and hereby proposes to undertake and complete all Work embraced in this improvement in accordance with these Contract Documents and at the following schedule of rates and prices. The Bidder understands that the quantities mentioned herein are approximate only and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased in accordance with the Contract Documents. As evidence of good faith, (check one) ❑ bid bond or ❑ cash, ❑cashier's check,❑ certified check, or ❑ postal money order made payable to the City of Tukwila equal to five percent (5%) of the Total Bid Price is attached hereto. Bidder understands that, should this offer be accepted by Owner within ninety (90) calendar days after the day of Bid Opening and the Bidder fails or refuses to enter into an Agreement and furnish the required Payment and Performance Bond and liability insurance within ten (10) calendar days after Notice of Award, the Contract shall be null and void and the Bid Deposit or Bond accompanying this Proposal shall be forfeited and become the property of Owner as liquidated damages, all as provided for in the Bid Documents. The Bidder shall attain Physical Completion of all Work in all respects within 140 working days from the date stated in the written Notice to Proceed. If the work is not completed within this time period, Bidder shall pay liquidated damages to Owner as specified in Section 1-08.9 of the Standard Specifications for every calendar day work is not Physically Complete after the expiration of the Contract time stated above. In addition, Bidder shall compensate Owner for actual engineering inspection and supervision costs and any other legal fees incurred by Owner as a result of such delay. 3 CITY OF TUKW/LA P-2 LIFT STATION #5 DESIGN RETROFIT Project No. 92340201 Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. It is the intent of the OWNER to award the lowest responsible BIDDER for the total price bid for the project. BID SCHEDULE SCHEDULE A — SEWER ITEM NO. ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL A-1 Mobilization (10% Max.) 1 LS A-2 Unexpected Site Changes 1 FA $25,000.00 A-3 Record Drawings 1 LS A-4 Project Temporary Traffic Control 1 LS A-5 Demolition of Existing Meter Vault 1 LS A-6 Demolition of Existing Pumps/Piping 1 LS A-7 Cap and Fill Pipes to be Abandoned 2 EA A-8 Temporary Water Pollution/Erosion Control 1 LS A-g Resurface Existing Lawn (Microclover and Reinforced Grass Pave) 1 LS A-10 Removable Bollards 18 EA A-11 Retractable Bollards 6 EA A-12 Concrete Pads 30 SY A-13 Concrete Driveway 25 SY A-14 Shoring & Trench Safety 1 LS A-15 2" to 4" Base Rock (Foundation Material) 15 TN A-16 Crushed Surfacing Top Course (Backfill) 55 TN A-17 Quarry Spall 200 TN A-18 New 1" Water Meter (with New PRV) 1 LS A-19 New 1" DCVA (with Hot Box and Yard Hydrant) 1 LS A-20 Modification to Ex. Wet Well 1 LS A-21 CDF 20 CY A-22 Cleaning and Coating/Lining of Ex. Wet Well 1 LS A-23 48" SSMH, Type 1 1 EA A-24 8" PVC SDR35 Pipe 77 LF Rev. 5-13-14 LIFT STATION #5 DESIGN RETROFIT PROJECT NUMBER 92340201 APR/L 2024 4 CITY OF TUKW/LA P-3 ITEM NO. ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL A-25 Permanent Bypass Connection 1 LS A-26 New Submersible Pumps and Spare Parts 1 LS A-27 New Piping/Fittings within Wet Well 1 LS A-28 New Valve/Meter Vault 1 LS A-29 4" Ductile Iron Force Main (CL 52 RJ) 55 LF A-30 Temporary Bypass Pumping 1 LS A-31 Connection to Existing Sewer Structure 2 EA A-32 Connection to Existing Force Main 1 LS A-33 Demolition of Existing Electrical Controls/Panels 1 LS A-34 Relocate Existing Generator 1 LS A-35 Electrical Work at Generator Pad 1 LS A-36 Additional Site Lighting 1 LS A-37 New Electrical Control Building 1 LS A-38 Electrical Work at Control Building Pad 1 LS A-39 Electrical Improvements (Controls, Hardware, Enclosures, etc.) 1 LS SCHEDULE A SUBTOTAL 10.1 % SALES TAX TOTAL SCHEDULE A Tax Rule 170 applies to Schedule A per Section 1-07.2. SCHEDULE B — ROADWORK ITEM NO. ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL B-1 Mobilization (10% Max.) 1 LS B-2 Unexpected Site Changes 1 FA $25,000.00 B-3 Project Temporary Traffic Control 1 LS B-4 Temporary Water Pollution/Erosion Control 1 LS B-5 Rolled Curb with Transitions 200 LF B-6 2" Grind and Overlay 52 TN B-7 Permanent Asphalt Trench Pavement Restoration (HMA 1/2" PG 58 H-22) 15 TN B-8 Crushed Surfacing Top Course (Backfill) 20 TN TOTAL SCHEDULE B Tax Rule 171 applies to Schedule B, per Section 1-07.2. Rev. 5-13-14 LIFT STATION #5 DESIGN RETROFIT PROJECT NUMBER 92340201 5 APR/L 2024 DID' OF TUKW/LA P-4 SCHEDULE A TOTAL, incl. tax SCHEDULE B TOTAL TOTAL AMOUNT BID Total Bid Price in Words: Rev. 5-13-14 LIFT STATION #5 DESIGN RETROFIT PROJECT NUMBER 92340201 APR/L 2024 6 Bids Submitted on Computer Printouts Bidders, at their option, in lieu of handwriting in the unit prices in figures in ink on the Bid forms above, may submit an original computer printout sheet with their bid, as long as the following requirements are met: 1. Each sheet of the computer printout must contain the exact same information as shown on the hard -copy bid form — Project Name, Schedule Name, column headings — in the order shown, totals, etc. 2. The computer printout of the Bid Proposal must have the exact certification language shown below, signed by the appropriate officer of the firm. 3. If a computer printout is used, the bidder must still execute that portion of the unit price Bid form which acknowledges the Bid Guaranty, Time of Completion, and all Addenda that may have been issued, etc. If any of these things are missing or out of order, the bid may be rejected by the Owner. The unit and lump sum prices shown on acceptable printouts will be the unit prices used to tabulate the Bid and used in the Contract if awarded by the City. In the event of conflict between the two, unit Bid prices will prevail over the extended (Total) prices. If the Bid submitted by the Bidder contains both the form on these Bid Proposal sheets, and also a computer printout, completed according to the instructions, the unit bid prices shown on the computer printout will be used to determine the bid. Put this certification on the last sheet of the Bid computer printout, and sign: (YOUR FIRM'S NAME) certifies that the unit prices shown on this complete computer print-out for all of the bid items contained in this Proposal are the unit and lump sum prices intended and that its Bid will be tabulated using these unit prices and no other information from this print-out. (YOUR FIRM'S NAME) acknowledges and agrees that the total bid amount shown will be read as its total bid and further agrees that the official total Bid amount will be determined by multiplying the unit Bid prices shown in this print-out by the respective estimated quantities shown on the Bid form then totaling all of the extended amounts. Signed: Title: Date: 7 By signing below, Bidder acknowledges receipt and understanding of the following Addenda to the Bid Documents: Addendum No. Date of Receipt Addendum No. 1 3 2 4 Date of Receipt NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid Proposal and Owner reserves the right to determine whether the bid will be disqualified. By signing below, Bidder certifies that Bidder has reviewed the insurance provisions of the Bid Documents and will provide the required coverage. It is understood that Owner may accept or reject all bids. The Surety Company which will furnish the required Payment and Performance Bond is of (Name) (Address) Bidder: Signature of Authorized Official: Printed Name and Title: Address: Check One: ❑ Individual ❑ Partnership State of Incorporation: ❑ Joint Venture ❑ Corporation Phone No.: Date: This address and phone number is the one to which all communications regarding this proposal should be sent. NOTES: 1. If the Bidder is a co partnership, give the firm name under which business is transacted; proposal must be executed by a partner. If the Bidder is a Corporation, proposal must be executed in the Corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). 2. A bid must be received on all items. If either a unit price or an extension is left blank (but not both) for a bid item, the Owner will multiply or divide the available entry by the quantity, as applicable, and enter it on the bid form. If there is no unit price or extension for one or more bid item(s), the proposal will be rejected. 8 BID SECURITY Bid Deposit: The undersigned Principal hereby deposits a Bid Deposit with the City of Tukwila in the form of a cash deposit, certified or cashier's check, or postal money order in the amount of dollars ($ ). -- OR -- Bid Bond: The undersigned, (Principal), and (Surety), are held and firmly bound unto the City of Tukwila (Owner) in the penal sum of dollars ($ ), which for the payment of which Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. The liability of Surety under this Bid Bond shall be limited to the penal sum of this Bid Bond. Conditions: The Bid Deposit or Bid Bond shall be an amount not less than five percent (5%) of the total bid, including sales tax and is submitted by Principal to Owner in connection with a Proposal for Lift Station #5 Design Retrofit, Project No. 92340201, according to the terms of the Proposal and Bid Documents. Now therefore, a. If the Proposal is rejected by Owner, or b. If the Proposal is accepted and Principal shall duly make and enter into an Agreement with Owner in accordance with the terms of the Proposal and shall furnish a bond for the faithful performance of said Project and for the payment of all persons performing labor or furnishing materials in connection therewith, with Surety or Sureties approved by Owner, then this Bid Security shall be released; otherwise, it shall remain in full force and effect and Principal shall forfeit the Bid Deposit or Surety shall immediately pay and forfeit to Owner the amount of the Bid Bond, as penalty and liquidated damages. The obligations of Surety and its Bid Bond shall be in no way impaired or affected by any extension of time within which Owner may accept bids; and Surety does hereby waive notice of any such extension. Signed and dated this day of , 20 Principal Surety By: Signature of Authorized Official Attorney -in -Fact (Attach Power of Attorney) Title Name and address of local office of Agent and/or Surety Company: Surety companies executing bonds must appear on the current Authorized Insurance List in the State of Washington per Section 1-02.7 of the Standard Specifications. 9 This page is intentionally left blank. 10 NON -COLLUSION DECLARATION STATE OF WASHINGTON ) ) ss COUNTY OF KING The undersigned, being first duly sworn, on oath states that the person, firm, association, partnership, joint venture, or corporation named in the Bid Proposal has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the City of Tukwila project named Lift Station #5 Design Retrofit, Project No. 92340201. Name of Firm Signature of Authorized Official Title SEAL To report bid rigging activities call: Signed and sworn to before me on this day of ,20 Signature of Notary Public in and for the State of Washington, residing at My appointment expires: NOTICE TO ALL BIDDERS 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially, and caller anonymity will be respected. 11 This page is intentionally left blank. 12 RESPONSIBLE BIDDER DETERMINATION FORM Attach additional sheets as necessary to fully provide the information required. Name of Bidder: Address of Bidder: City State Zip Code Contractor's License No. WA State UBI No. License Bond Registration No. Dept. of L&I Worker's Comp. Acct. No. Bidder is a(n): ❑ Individual ❑ Partnership ❑ Joint Venture ❑ Incorporated in the State of List business names used by Bidder during the past 10 years if different than above: Bidder has been in business continuously from Bank Reference Year Bank No. of regular full-time employees: Account Officer Officer's Phone No. Number of projects in the past 10 years completed: ahead of schedule _on schedule behind schedule Bidder has had experience in work comparable to that required for this Project: As a prime contractor for years. As a subcontractor for years. List the supervisory personnel to be employed by the Bidder and available for work on this project (Project Manager, Principal Foreman, Superintendents, and Engineers): How Long Name Title With Bidder 13 Name the Surveyor to be used on this Project, who will directly supervise all surveying activities. Attach a resume outlining the experience and qualifications of the Surveyor. Is the Surveyor licensed in the State of Washington (a PLS)? ❑ Yes ❑ No Surveyor's Name: List all those projects, of similar nature and size, completed by Bidder within the past 10 years. Include a reference for each. Any attached preprinted project listing must include all this information. The bidder must have at least ten (10) years experience working on projects of similar nature and size. Project Name Year Owner/Reference Completed Contract Amount Name and Phone List all projects undertaken in the last ten (10) years which have resulted in partial or final settlement of the Contract by arbitration or litigation in the courts: Total Claims Amount of Contract Arbitrated Settlement Name of Client and Project Amount or Litigated of Claims Has Bidder, or any representative or partner thereof, ever failed to complete a contract? ❑ No ❑ Yes If yes, give details: Has Bidder ever had any Payment/Performance Bonds called as a result of its work? ❑ No ❑ Yes If yes, please state: Project Name Contracting Party Bond Amount 14 Has Bidder ever been found guilty of violating any State or Federal employment laws? ❑ No ❑ Yes If yes, give details: Has Bidder ever filed for protection under any provision of the federal bankruptcy laws or state insolvency laws? ❑ No ❑ Yes If yes, give details:_ Has any adverse legal judgment been rendered against Bidder in the past five (5) years? ❑ No ❑ Yes If yes, give details: Has Bidder or any of its employees filed any claims with Washington State Workman's Compensation or other insurance company for accidents resulting in fatal injury or dismemberment in the past five (5) years? ❑ No ❑ Yes If yes, please state: Date Type of Injury Agency Receiving Claim The undersigned warrants under penalty of Perjury that the foregoing information is true and accurate to the best of his/her knowledge. The undersigned authorizes the City of Tukwila to verify all information contained herein. Signature of Bidder Title: Date: 15 This page is intentionally left blank. 16 CERTIFICATE OF COMPLIANCE WITH WAGE PAYMENT STATUTES The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date, May 16, 2024, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of Chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgement entered by a court of limited or general jurisdiction. certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder's Business Name Signature of Authorized Official* Printed Name Title Date City State Check One: Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation ❑ State of Incorporation, or if not a corporation, State where business entity was formed: If a co -partnership, give firm name under which business is transacted: *If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). If a co- partnership, a proposal must be executed by a partner. 17 This page is intentionally left blank. 18 PROPOSED EQUIPMENT AND LABOR SCHEDULE (Use additional sheets if required) Equipment to be used: DESCRIPTION/TYPE YEAR CONDITION OWN/RENT Labor to be used: Name of Bidder Signature of Authorized Official Title 19 This page is intentionally left blank. 20 PROPOSED SUBCONTRACTORS Name of Bidder In accordance with RCW 39.30.060 as amended, every bid that totals $1 million or more shall include below the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of: structural steel installation, rebar installation, electrical, heating, ventilation, air conditioning and plumbing as described in RCW 18.106 and electrical as described in RCW 19.28, and, or to name itself for the work. The Bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the Bidder must indicate which subcontractor will be used for which alternate. Failure of the Bidder to submit as part of the bid the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the prime contract bidder's bid nonresponsive and, therefore, void. Prime Contractor must declare if they intend to perform any of these items. The successful Bidder must have the written permission of the Owner to make any change to this list. Percent of total bid to be performed by Bidder Name Schedule/Bid Item Numbers Subcontractor will perform % of Total Bid WORK TO BE PERFORMED BY PRIME CONTRACTOR 21 This page is intentionally left blank. 22 AA PACE Tukwila Project # 92340201 Bid Open: May 16, 2024 City of Tukwila Lift Station 5 Retrofit Bid Tab APPARENT LOW BIDDER Correction SCHEDULE A - LIFT STATION / SEWER Encineer's Estimate Gary Harper Construction Northwest Cascade, Inc. Anvil Builders Inc ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT A-1 Mobilization (10% Max.) 1 LS $ 131,040.00 $ 131,040.00 $ 150,500.00 $ 150,500.00 $ 170,720.00 $ 170,720.00 $ 260,000.00 $ 260,000.00 A-2 Unexpected Site Changes 1 FA $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 A-3 Record Drawings 1 LS $ 5,000.00 $ 5,000.00 $ 5,000.00 $ 5,000.00 $ 7,000.00 $ 7,000.00 $ 12,000.00 $ 12,000.00 A-4 Project Temporary Traffic Control 1 LS $ 37,500.00 $ 37,500.00 $ 21,700.00 $ 21,700.00 $ 234,000.00 $ 234,000.00 $ 400,000.00 $ 400,000.00 A-5 Demolition of Existing Meier Vault 1 LS $ 8,500.00 $ 8,500.00 $ 7,200.00 $ 7,200.00 $ 10,000.00 $ 10,000.00 $ 12,000.00 $ 12,000.00 A-6 Demolition of Existing Pumps/Piping 1 LS $ 25,000.00 $ 25,000.00 $ 27,500.00 $ 27,500.00 $ 15,000.00 $ 15,000.00 $ 10,000.00 $ 10,000.00 A-7 Cap and Fill Pipes to be Abandoned 2 EA $ 2,500.00 $ 5,000.00 $ 5,142.00 $ 10,284.00 $ 2,000.00 $ 4,000.00 $ 7,500.00 $ 15,000.00 A-8 Temporary Water Pollution/Erosion Control 1 LS $ 6,000.00 $ 6,000.00 $ 4,800.00 $ 4,800.00 $ 30,000.00 $ 30,000.00 $ 150,000.00 $ 150,000.00 A-9 Resurface Existing Lawn (Microclover and Reinforced Grass Pave; 1 LS $ 30,000.00 $ 30,000.00 $ 32,700.00 $ 32,700.00 $ 9,000.00 $ 9,000.00 $ 35,000.00 $ 35,000.00 A-10 Removable Bollards 18 EA $ 1,000.00 $ 18,000.00 $ 1,657.00 $ 29,826.00 $ 2,125.00 $ 38,250.00 $ 4,000.00 $ 72,000.00 A-11 Retractable Bollards 6 EA $ 1,250.00 $ 7,500.00 $ 2,190.00 $ 13,140.00 $ 2,300.00 $ 13,800.00 $ 4,600.00 $ 27,600.00 A-12 Concrete Pads 30 SY $ 1,000.00 $ 30,000.00 $ 842.00 $ 25,260.00 $ 327.00 $ 9,810.00 $ 1,000.00 $ 30,000.00 A-13 Concrete Driveway 25 SY $ 150.00 $ 3,750.00 $ 316.00 $ 7,900.00 $ 347.00 $ 8,675.00 $ 900.00 $ 22,500.00 A-14 Shoring 8 Trench Safety 1 LS $ 20,000.00 $ 20,000.00 $ 12,700.00 $ 12,700.00 $ 12,500.00 $ 12,500.00 $ 410,000.00 $ 410,000.00 A-15 2" to 4" Base Rock (Foundation Material) 15 TN $ 150.00 $ 2,250.00 $ 110.00 $ 1,650.00 $ 117.00 $ 1,755.00 $ 180.00 $ 2,700.00 A-16 Crushed Surfacing Top Course (Backfill) 55 TN $ 100.00 $ 5,500.00 $ 96.00 $ 5,280.00 $ 114.00 $ 6,270.00 $ 150.00 $ 8,250.00 A-17 Quany Spell 200 TN $ 100.00 $ 20,000.00 $ 110.00 $ 22,000.00 $ 100.00 $ 20,000.00 $ 120.00 $ 24,000.00 A-18 New 1" Water Meier (incl. New PRY) 1 LS $ 8,000.00 $ 8,000.00 $ 7,500.00 $ 7,500.00 $ 6,950.00 $ 6,950.00 $ 15,000.00 $ 15,000.00 A-19 New 1" DCVA (incl. Hot Box and Yard Hydrant) 1 LS $ 7,000.00 $ 7,000.00 $ 7,100.00 $ 7,100.00 $ 7,300.00 $ 7,300.00 $ 16,000.00 $ 16,000.00 A-20 Modification to Ex. Wet Well 1 LS $ 15,000.00 $ 15,000.00 $ 99,900.00 $ 99,900.00 $ 15,000.00 $ 15,000.00 $ 24,000.00 $ 24,000.00 A-21 CDF 20 CY $ 350.00 $ 7,000.00 $ 218.00 $ 4,360.00 $ 280.00 $ 5,600.00 $ 600.00 $ 12,000.00 A-22 Cleaning and Coating/Lining of Ex. Wet Well 1 LS $ 50,000.00 $ 50,000.00 $ 40,000.00 $ 40,000.00 $ 72,000.00 $ 72,000.00 $ 25,000.00 $ 25,000.00 A-23 48" SSMH, Type 1 1 EA $ 15,000.00 $ 15,000.00 $ 11,500.00 $ 11,500.00 $ 7,400.00 $ 7,400.00 $ 17,000.00 $ 17,000.00 A-24 8" PVC SDR35 Pipe 77 LF $ 150.00 $ 11,550.00 $ 148.00 $ 11,396.00 $ 222.00 $ 17,094.00 $ 400.00 $ 30,800.00 A-25 Permanent Bypass Connection 1 LS $ 7,500.00 $ 7,500.00 $ 13,900.00 $ 13,900.00 $ 11,000.00 $ 11,000.00 $ 17,000.00 $ 17,000.00 A-26 New Submersible Pumps and Spare Parts 1 LS $ 120,000.00 $ 120,000.00 $ 120,000.00 $ 120,000.00 $ 160,000.00 $ 160,000.00 $ 100,000.00 $ 100,000.00 A-27 New Piping/Fittings within Wet Well 1 LS $ 75,000.00 $ 75,000.00 $ 24,200.00 $ 24,200.00 $ 18,000.00 $ 18,000.00 $ 45,000.00 $ 45,000.00 A-28 New Valve/Meter Vault 1 LS $ 100,000.00 $ 100,000.00 $ 96,300.00 $ 96,300.00 $ 55,000.00 $ 55,000.00 $ 80,000.00 $ 80,000.00 A-29 4" Ductile Iron Force Main (CL 52 RJ) 55 LF $ 325.00 $ 17,875.00 $ 201.00 $ 11,055.00 $ 340.00 $ 18,700.00 $ 500.00 $ 27,500.00 A-30 Temporary Bypass Pumping 1 LS $ 60,000.00 $ 60,000.00 $ 142,200.00 $ 142,200.00 $ 180,000.00 $ 180,000.00 $ 300,000.00 $ 300,000.00 A-31 Connection to Existing Sewer Structure 2 EA $ 5,000.00 $ 10,000.00 $ 785.00 $ 1,570.00 $ 7,500.00 $ 15,000.00 $ 20,000.00 $ 40,000.00 A-32 Connection to Existing Force Main 1 LS $ 5,000.00 $ 5,000.00 $ 1,200.00 $ 1,200.00 $ 5,000.00 $ 5,000.00 $ 23,000.00 $ 23,000.00 A-33 Demolition of Existing Electrical Controls/Panels 1 LS $ 25,000.00 $ 25,000.00 $ 7,900.00 $ 7,900.00 $ 18,000.00 $ 18,000.00 $ 15,000.00 $ 15,000.00 A-34 Relocate Existing Generator 1 LS $ 7,500.00 $ 7,500.00 $ 5,200.00 $ 5,200.00 $ 70,000.00 $ 70,000.00 $ 45,000.00 $ 45,000.00 A-35 Electrical Work at Generator Pad 1 LS $ 15,000.00 $ 15,000.00 $ 15,100.00 $ 15,100.00 $ 22,575.00 $ 22,575.00 $ 20,000.00 $ 20,000.00 A-36 Additional Site Lighting 1 LS $ 15,000.00 $ 15,000.00 $ 14,100.00 $ 14,100.00 $ 24,250.00 $ 24,250.00 $ 14,000.00 $ 14,000.00 A-37 New Electrical Control Building 1 LS $ 65,000.00 $ 65,000.00 $ 85,000.00 $ 85,000.00 $ 82,000.00 $ 82,000.00 $ 150,000.00 $ 150,000.00 A-38 Electrical Work at Control Building Pad 1 LS $ 25,000.00 $ 25,000.00 $ 61,200.00 $ 61,200.00 $ 103,000.00 $ 103,000.00 $ 90,000.00 $ 90,000.00 A-39 Electrical Improvements (Controls, Hardware, Enclosures, etc.) 1 LS $ 400,000.00 $ 400,000.00 $ 238,000.00 $ 238,000.00 $ 230,000.00 $ 230,000.00 $ 35,000.00 $ 35,000.00 SCHEDULE A SUBTOTAL $ 1,441,465.00 $ 1,421,121.00 $ 1,759,649.00 $ 2,657,350.00 WA STATE SALES TAX (10.1 %) $ 145,587.97 $ 143,533.22 $ 177,724.55 $ 268,392.35 TOTAL SCHEDULE A $ 1,587,052.97 $ 1,564,654.22 $ 1,937,373.55 $ 2,925,742.35 SCHEDULE B - ROAD Enclneer's Estimate CONTRACTOR A CONTRACTOR B CONTRACTOR C ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT B-1 Mobilization (10% Max.) 1 LS $ 9,880.00 $ 9,880.00 $ 2,000.00 $ 2,000.00 $ 10,000.00 $ 10,000.00 $ 15,000.00 $ 15,000.00 B-2 Unexpected Site Changes 1 FA $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 $ 25,000.00 B-3 Project Temporary Traffic Control 1 LS $ 37,500.00 $ 37,500.00 $ 5,100.00 $ 5,100.00 $ 18,000.00 $ 18,000.00 $ 70,000.00 $ 70,000.00 B-4 Temporary Water Pollution/Erosion Control 1 LS $ 6,000.00 $ 6,000.00 $ 3,800.00 $ 3,800.00 $ 6,600.00 $ 6,600.00 $ 7,000.00 $ 7,000.00 B-5 Rolled Curb with Transitions 200 LF $ 90.00 $ 18,000.00 $ 69.00 $ 13,800.00 $ 85.00 $ 17,000.00 $ 200.00 $ 40,000.00 B-6 2" Grind and Overlay 52 TN $ 100.00 $ 5,200.00 $ 457.00 $ 23,764.00 $ 560.00 $ 29,120.00 $ 250.00 $ 13,000.00 B-7 Permanent Asphalt Trench Pavement Restoration (HMA Class 1/2 15 TN $ 350.00 $ 5,250.00 $ 656.00 $ 9,840.00 $ 475.00 $ 7,125.00 $ 450.00 $ 6,750.00 B-8 Crushed Surfacing Top Course (Baclfill) 20 TN $ 100.00 $ 2,000.00 $ 74.00 $ 1,480.00 $ 119.00 $ 2,380.00 $ 150.00 $ 3,000.00 SCHEDULE B SUBTOTAL $ 108,830.00 $ 84,784.00 $ 115,225.00 $ 179,750.00 PROJECT TOTALS I Engineer's Estimate CONTRACTOR A CONTRACTOR B CONTRACTOR B SUBTOTAL SCHEDULE A $ 1,441,465.00 SUBTOTAL SCHEDULE A $ 1,421,121.00 SUBTOTAL SCHEDULE A $ 1,759,649.00 SUBTOTAL SCHEDULE A $ 2,657,350.00 SUBTOTAL SCHEDULE B $ 108,830.00 SUBTOTAL SCHEDULE B $ 84,784.00 SUBTOTAL SCHEDULE B $ 115,225.00 SUBTOTAL SCHEDULE B $ 179,750.00 TOTAL SALES TAX $ 145,587.97 TOTAL SALES TAX $ 143,533.22 TOTAL SALES TAX $ 177,724.55 TOTAL SALES TAX $ 268,392.35 $ 1,695,882.97 $ 1,649,438.22 $ 2,052,598.55 $ 3,105,492.35 23 24 City of Tukwila Thomas McLeod, Mayor INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director/City Engineer BY: David Baus, Project Manager CC: Mayor Thomas McLeod DATE: May 17, 2024 SUBJECT: 2024 Pavement Condition Index Study ISSUE Approve a contract with IMS for a 2024 Pavement Condition Index Study. BACKGROUND/DISCUSSION To help understand and forecast road maintenance the City has a Pavement Condition Index (PCI) study performed every 4 years. The last study was conducted in 2020. The study is made up from data collected by a van driving all roads in the City looking for signs of deterioration and distress such as cracking, rutting, surface wear, humps, bumps, and sags. Deliverables from this study will include: a report summarizing the findings of the pavement condition survey, client review spreadsheet with inventory, charts and graphs, and an Esri geodatabase points compatible with the City's existing GIS system. Financial Impact This award has been confirmed as an eligible expense and will be fully funded by American Rescue Plan Act (ARPA) funds. PCI Study Cost $52,890.00 ARPA Funding $52,890.00 RECOMMENDATION Council is being asked to approve the contract with IMS in the amount of $52,890.00 and consider this item on the Consent Agenda at the June 3, 2024, Council Meeting. ATTACHMENTS: ICC-IMS Services Contract IMS Exhibit A 25 IMS an ICC Company International Cybernetics Company, LP IMS Infrastructure Management Services 10630 75a Street North, Largo, FL 33777 Phone: (7271547-0696www.imsanal siscom CONTRACT AGREEMENT THIS CONTRACT AGREEMENT ("Contract") is entered into on the day of , by and between: International Cybernetics Company, LP (ICC) d/b/a Infrastructure Management Services ("Consultant") with its principal office at 10630 75th Street North, Largo, FL 33777, Phone: 727-547-0696 and City of Tukwila, Washington with its principal offices at 6200 Southcenter Blvd, Tukwila, WA 98188 Phone: (206) 433-1800 ("Client"). Consultant and Client may hereinafter be referred to collectively as the "Parties." RECITALS WHEREAS, Consultant agrees to fulfill and perform the work as set forth under Scope of Work above, and Client agrees to fulfill its obligations including providing information required for project setup and compensating the Consultant as set forth under Pricing above; NOW, THEREFORE, the Parties hereto, intending to be legally bound, do hereby agree that the Scope of Work and Pricing above accurately reflect the work to be performed and the price to be paid, and The Parties accept the standard Terms and Conditions of sale as described in the attached, below, and The Parties agree that any modifications to the Scope of Work or Pricing will be agreed to in writing and explicitly acknowledged by both Parties in order to be binding, and The Parties agree that any Agency, current or future, within the same state shall be allowed to participate in this agreement during the life of the contract, even if it is not listed amongst the solicitation participants. While this clause in no way commits an Agency to purchase from Agency's awarded contractor, nor does it guarantee any additional orders will result, it does allow Agencies, at their discretion, to make use of Agency's competitive process (provided said process satisfies their own procurement guidelines) and purchase directly from the awarded contractor. All purchases made by other Agencies shall be understood to be transactions between that Agency and the awarded vendor; the Agency shall not be responsible for any such purchases. IN WITNESS WHEREOF, this Contract is entered into as of the day and year written above. The Client and Consultant hereby represent and warrant to each other that each of the signers below have the right, power, legal capacity, and authority to enter into and bind the corresponding organization to perform its obligations under this Contract, and that the signature and execution of this Contract has been duly authorized. Reference Exhibit A for scope of work and fees, a total of $52, 890.00 International Cybernetics Company, LP City of Tukwila, Washington d/b/a IMS Infrastructure Management Services Date: Date: By: By: Printed Name: Michael Nieminen Printed Name: Title: CEO Title: 1 of 1 26 Tukwila, Washington Tukwila -WA [2024 LCMS>ESA] 23-10-03234 Standard Terms and Conditions of Sale OpdatedOctober 23, 2023 DEFINITIONS a. In these Terms and Conditions of Sale. "Seller" means International Cybernetics Company, LP and IMS Infrastructure Management Services, LP; and b. "Buyer" means the person, firm, organization, or corporation by whom the purchase order is given. c. "Products" means equipment, parts, and software sold by Seller. d. "Services" means data collection, processing, analysis, consulting, training, and similar activities performed by Seller for the Buyer. 2. THE CONTRACT a. All purchase orders must be received in writing and are accepted subject to these Terms and Conditions of Sale. No terms or conditions put forward by Buyer and no representations, warranties, guarantees ar other statements not contained in Seller's quotation or Acknowledgement of Order nor otherwise expressly agreed in writing by Seller shall be binding on Seller. b. The Contract shall become effective only upon the date of acceptance of Buyer's order. For Services, such acceptance will be by a mutually executed contract, task order, notice to proceed, and all necessary Buyer -provided deliverables to allow the Seller to perform on contract, such as road network definition (GIS), analysis parameters, etc., or upon the date of fulfilment of all conditions stipulated in the Contract (the "Effective Date"). c. No alteration or variation to the Contract shall apply unless agreed in writing by both parties. However, Seller reserves the right to effect minor modifications and/or improvements to the final deliverables of services before delivery provided that the performance of the services is not adversely affected. d. The Buyer, having taken full note of the characteristics of the products and services sold G. by Seller, particularly an the basis of the indications provided in documentation, catalogues and, where applicable, during presentations given by Seller, has satisfied itself as to the suitability of the products and services for its own needs. Where it has not contacted Seller for any additional details prior to the acceptance of the order, the Buyer acknowledges that it has been adequately informed. 3. VALIDITY OF QUOTATION AND PRICES a. Unless previously withdrawn, Seller's quotation is open for acceptance within the period stated therein or, when no period is so stated, within sixty (GO) days after its date. b. Prices are firm for delivery within the period stated in Seller's quotation and are exclusive of (i) Sales Tax and (ii) any similar and other taxes, duties, levies or other like charges arising outside the State of Florida in connection with the performance of the Contract. 4. PAYMENT a. Payment shall be made according to the Seller's standard payment terms, unless defined otherwise in the Contract. Standard payment terms for Services are monthly progress payments based on services rendered during the month at the unit prices defined in the Contract. Invoices for Services will be dated on or before the last day of each month. b. Payment shall be made: (i) in full without set-off, counterclaim ar withholding of any kind (save where and to the extent that this cannot by law be excluded); and (ii) in the currency of Seller's order confirmation within thirty days of date of invoice unless otherwise specified by Seller's Finance Department. c. Without prejudice to Seller's other rights, Seller reserves the right to: (i) charge interest on any overdue sums at I% per month during the period of delay; (ii) suspend performance of the Contract (including withholding shipment) in the event that Buyer fails or in Seller's reasonable opinion it appears that Buyer is likely to fail to make payment when due under the Contract or any other contract; and (iii) at any time require such reasonable security for payment as Seller may deem reasonable. 5. DELIVERY PERIOD 7. a. b. c. d e. a. b. C. a. Unless otherwise stated in Seller's order confirmation, all periods stated far delivery ar completion are measured from the Effective Date and are to be treated as estimates only not involving any contractual obligations ar liability. Delivery of Services within the estimated timeframe depends upon the Seller's existing project commitments, fleet schedule, resource availability, access to the roads to be collected, and good weather (dry roads, temperatures above freezing). Any delays due to these variables may affect the delivery/completion period but shall not affect the Contract Price. Assumes assets to be collected are in the public right-of-way and unobscured from the line -of -sight of the data collection vehicle's cameras (ex: no significant vegetation or overgrowth, damaged, or vehicle obstruction). On two lane roads the 360- degree camera will capture assets in the direction of travel, and the 360- degree camera will capture the assets in the opposite direction. Therefore, only one pass will be required on these streets. Streets with more than two lanes may require additional passes depending an the number of lanes ar division of lanes by median island. If Seller is delayed in or prevented from performing any of its obligations under the Contract due to the acts or omissions of Buyer or its agents (including but not limited to failure to provide specifications, working drawings, road network definition (GIS), analysis parameters, and/or such other information as Seller reasonably requires to proceed expeditiously with its obligations under the Contract), the delivery/completion period and the Contract Price shall bath be adjusted accordingly. If delivery of Services is delayed due to any act or omission of Buyer, having been notified that Seller is awaiting the completion of Buyer's obligations, Seller shall be entitled to place the project on hold and cease further work an the project until such time that the obligations are met. Upon placing the project on hold, the Seller shall be entitled to invoice Buyer for all work completed to date including for partially -completed data collection, processing, or analysis and for undelivered data. FORCE MAJEURE Force Majeure of any kind, unforeseeable production, traffic or shipping disturbances, war, acts of terrorism, fire, floods, unforeseeable shortages of labor, utilities or raw materials and supplies, strikes, lockouts, pandemics, acts of government, restrictions on travel, and any other hindrances beyond the control of the party obliged to perform which diminish, delay or prevent production, shipment, acceptance or use of the performed services/provided data, ar make it an unreasonable proposition, shall relieve the party from its obligation to supply or reasonably accept, as the case may be, as long as and to the extent that the hindrance prevails. If, as a result of the hindrance, supply and/or acceptance is delayed by more than eight weeks, either party shall have the right to cancel the contract. Should the Seller's suppliers fail to supply him in whole ar in part, the Seller shall not be under obligation to purchase from other sources. In such cases, the Seller shall have the right to distribute the available quantities among his customers as Seller deems fit. If, as a results of the hindrance, planned in -person or on -site visits by Seller staff for assembly, installation, implementation, training, or meetings are prevented or become impractical, Seller shall be relieved from such contract requirements. Seller shall make all reasonable efforts to complete assembly and installation at another suitable location provided the Buyer supplies any prerequisite equipment or material at such alternate location. Seller shall also provide any implementation or training services, and attend meetings, virtually or online to the maximum extent possible to satisfy the intent of the contract. SOFTWARE Any published computer program, regardless of its farm and the way in which it is provided to the Buyer, is protected by intellectual property rights owned by Seller. The Buyer benefits from a personal, non-exclusive, non -transferable usage and/or consultation right for its own needs, in accordance with the terms set out in the corresponding license. The usage right is conditional on the compliance with the terms appearing an the Buyer End User License Agreement (EULA). It is the responsibility of the Buyer to make itself fully aware of its rights and obligations referred to in the EULA and to comply with them. In the event of the blockage ar disabling of the software as a 10630 75th Street North 0 Largo, FL 33777 0 , +1 (727) 547-0696 0 www.internationalcybernetics.com 27 i of iii Tukwila, Washington Tukwila -WA [2024 LCMS>ESA] 23-10-03234 result of user non-compliance with the rights acquired, Seller will send to the Buyer, on request by the latter, a commercial proposal to enable it to regularize its licensing rights, either by acquiring rights for additional users or far the number of simultaneous connections required for the usage of the software. The database and software licenses from third -party publishers, such as Microsoft, Pavemetrics, FLIR, or others, supplied where applicable by Seller to the Buyer under the terms of the order concerned, must only be used by the Buyer strictly within the framework of the utilization of the Seller software packages and the license contracts from the respective publishers of the software concerned (see in particular www.microsoft.com for SOL Server, etc.). The use of these databases and/or technologies is intended for the exclusive use of the associated Seller software applications. b. The Buyer shall be solely responsible for the implementation of any necessary procedures and measures intended to protect and to back-up its data and to prevent any virus or IT intrusions. It will be responsible for using appropriate media and back-up tools, or regularly checking them and carrying out frequent back-up operations appropriate to its activities. Prior to any software updates or technical intervention by Seller, the Buyer undertakes to carry out a back-up of all its data and databases. c. Any software will be put into service by Seller as part of a service provided for in the Buyer's order. The installation of the software can only be carried out if the IT equipment, operating systems, and network supplied by the Buyer (i) possess characteristics in conformity with the recommendations issued by Seller; (ii) configured in accordance with the standards published by Seller; (iii) operate normally at the time of the installation and are free of any viruses or pirated software. The Buyer shall have sole responsibility for any partial or total damage or loss of information, and for the costs incurred by the repairs in the event of a breakdown or other incident. Any intervention made impossible once the Seller is in the Buyer's premises, as a result of the non-compliance of one or more of these items with the characteristics referred to above, shall nevertheless be invoiced at the quoted prices and due to be paid in full by the Buyer. Additional visits or interventions required will incur additional fees. d. In the event that the Buyer wants a Seller software package to load data from another application or database (a third -party program or data source, etc.), Seller will proceed with the transfer of the data based on a prior order from the Buyer for the corresponding service. The responsibility of Seller shall be limited to the receipt of the Buyer's data, as Seller cannot be responsible for verifying the accuracy, quality, or fitness for purpose of the data or far guaranteeing that the data can be imported correctly or completely. The Buyer, having sole knowledge of its data, shall be obliged to verify, after completion of the data migration into the Seller packages, that it conforms to its expectations; it shall have a maximum deadline of 15 days following their receipt, to notify Seller in writing of any errors or omissions noted during its verification. The processing of any requests for modifications by the Buyer notified to Seller beyond this deadline will only be able to be carried out under the terms of a new order from the Client. e. In order to benefit from upgrades and enhancements to the software that may be made by Seller, the Buyer must pay annual license fees for the software (maintenance contract). In this regard, there will be no obligation on Seller to adapt its software in such a way as to allow the utilization by the Buyer of systems, equipment or consumables supplied by a third party and/or non-compliance with Buyer's specifications. The provision of the updated versions of the software packages in application of the contract subscribed by the Buyer shall be carried out online. It is the responsibility of the Buyer to take note of the rights and obligations referred to in the contract corresponding to the service(s) subscribed for and to comply therewith. f. The Client shall benefit from technical support for the software packages via the paid annual license fees. Training, consulting, and assistance in the appropriate utilization of the software shall be paid separately by means of an appropriate order for Services. It is the responsibility of the Client to take note of the rights and obligations referred to in the maintenance and service contracts and to comply therewith. Except in cases where Seller is expressly subject to an obligation to perform, in view of standard practices within its profession, Seller, which undertakes to take all possible care with the execution of its obligations, is subject to an obligation of resources. The products and services acquired from Seller will be used solely under the direction, g• control and responsibility of the Buyer. Seller cannot be held liable for the consequences of abnormal utilization, inadequate setup or misconfiguration, poor performance on Buyer -supplied hardware, or any delay that is not the responsibility of Seller. The Buyer is informed that Seller shall not be liable for the quality, availability, and reliability of telecommunications networks, regardless of their nature, in the event of the transport of data or access to the internet. Each party shall only be liable to the other for direct losses that it has suffered as a result of any contractual failing by the other in meeting its obligations arising from the order issued. Neither party shall be obliged to compensate the other for any indirect losses, including in particular loss of income, loss of sales revenues or opportunity costs, whether the latter were foreseeable or not. In any event, the total liability of the Seller shall be limited to the value of the applicable Products and Services paid for on the date of any action seeking its liability. B. NON -SOLICITATION a. During execution of this contract and for a period of two (2) years following the Delivery Date, the Buyer will not, directly or indirectly, whether through an owner, partner, shareholder, consultant, agent, employee, co -venturer or otherwise, or through any other "person" (which, for purposes of this subsection, shall mean an individual, a corporation, a partnership, an association, a joint-stock company, a trust, any unincorporated organization, or a government or political subdivision thereof), hire or attempt to hire any active employee or contractor of the Seller or any affiliate of the Seller, assist in such hiring by any other person, or encourage any such employee to terminate his relationship with the Seller or any affiliate of the Seller. 9. LIMITATION OF LIABILITY a. Supplier's maximum aggregate liability for any and all losses, liabilities, expenses (including legal expenses), damages, claims or actions incurred under or in connection with a specific order or a particular blanket order issued, arising in or by virtue of breach of contract, tort (including negligence), misrepresentation, breach of statutory duty, strict liability, infringement of intellectual property rights or otherwise, shall in no circumstances exceed a sum equal to the total price of the order in question. 10. STATUTORY AND OTHER REGULATIONS a. If Seller's obligations under the Contract shall be increased or reduced by reason of the making or amendment after the date of Seller's quotation of any law or any order, regulation or bylaw having the force of law that shall affect the performance of Seller's obligations under the Contract, the Contract Price and delivery period shall be adjusted accordingly and/or performance of the Contract suspended or terminated, as appropriate. II. COMPLIANCE WITH LAWS a. Buyer agrees that all applicable import, export control and sanctions laws, regulations, orders and requirements, as they may be amended from time to time, including without limitation those of the United States, Canada, the European Union and the jurisdictions in which Seller and Buyer are established or from which items may be supplied, and the requirements of any licenses, authorizations, general licenses or license exceptions relating thereto will apply to its receipt and use of services provided. b. Buyer agrees furthermore that it shall not engage in any activity that would expose the Seller to a risk of penalties under laws and regulations of any relevant jurisdiction prohibiting improper payments, including but not limited to bribes, to officials of any government or of any agency, instrumentality or political subdivision thereof, to political parties or political party officials or candidates for public office, or to any employee of any customer or supplier. Buyer agrees to comply with all appropriate legal, ethical and compliance requirements. 12. DEFAULT, INSOLVENCY AND CANCELLATION a. Seller shall be entitled, without prejudice to any other rights it may have, to cancel the Contract forthwith, wholly or partly, by notice in writing to Buyer, if (i) Buyer is in default of any of its obligations under the Contract and fails, within 30 (thirty) days of the date of Seller's notification in writing of the existence of the default, either to rectify such default if it is reasonably capable of being rectified within such period or, if the default is not reasonably capable of being rectified within such period, to take action to remedy 10630 75th Street North 0 Largo, FL 33777 0 , +1 (727) 547-0696 0 www.internationalcybernetics.com 28 ii of iii Tukwila, Washington Tukwila -WA [2024 LCMS>ESA] 23-10-03234 the default or (ii) an the occurrence of an Insolvency Event in relation to Buyer. In the event of cancellation, Buyer shall be responsible for all payments to the Seller for any deliveries completed and milestones met up to the date of termination. b. Buyer shall be entitled, without prejudice to any other rights it may have, to cancel the Contract forthwith, wholly or partly, by notice in writing to Seller, if (i) Seller is in default of any of its obligations under the Contract and fails, within 30 (thirty) days of the date of Buyer's notification in writing of the existence of the default, either to rectify such default if it is reasonably capable of being rectified within such period or, if the default is not reasonably capable of being rectified within such period, to take action to remedy the default or (ii) an the occurrence of an Insolvency Event in relation to Seller. In the event of cancellation, Buyer shall be responsible for all payments to the Seller for any deliveries completed and milestones met up to the date of termination. c. "Insolvency Event" in relation to Buyer means any of the following: (i) a meeting of creditors of Buyer being held or an arrangement or composition with or for the benefit of its creditors being proposed by or in relation to Buyer: (ii) a charge holder, receiver, administrative receiver or similar person taking possession of or being appointed over or any distress, execution or other process being levied or enforced (and not being discharged within seven days) on the whole or a material part of the assets of Buyer; (iii) Buyer ceasing to carry on business or being unable to pay its debts; (iv) Buyer or its directors or the holder of a qualifying floating charge giving notice of their intention to appoint, or making an application to the court for the appointment of , an administrator; (v) a petition being presented (and not being discharged within 28 days) or a resolution being passed or an order being made for the administration or the winding -up, bankruptcy or dissolution of Buyer; or (vi) the happening in relation to Buyer of an event analogous to any of the above in any jurisdiction in which it is incorporated or resident or in which it carries on business or has assets. Seller shall be entitled to recover from Buyer or Buyer's representative all costs and damages incurred by Seller as a result of such cancellation, including a reasonable allowance for overheads and profit (including but not limited to loss of prospective profits and overheads). 13. DATA RETENTION a. This section defines the Seller's data retention policy for Services projects. The data collected by the IrisPRO Pave takes up over 6 GB per mile (Raw) and 3 GB per mile (Processed). Data storage costs are significant for this volume of data. Therefore, Seller has implemented a data retention policy to clarify its standard operating procedure. b. Definitions c. "Raw data" - Sensor data collected by the collection vehicle that is saved in proprietary formats and cannot be used directly. This includes .drive files, PGR files, and FIS files. d. "Processed data" - Data that has been transformed into usable formats by the Connect software. This includes CSV, XLSX, SHP, GGB, and JPG files. e. "Data Acceptance" — Buyer acceptance of delivered data and confirmation that deliverables meet the project requirements. Policy Seller will provide a quotation for hosting of any collected data for any duration upon request. h. Seller will retain Raw data far 3 months beyond Data Acceptance, unless the client confirms in writing that Seller should store the data longer and confirms that client will pay far the additional hosting costs. Beyond this time, Seller may delete the Raw data without further notice. After the Raw data has been deleted, reprocessing of the sensor data will not be possible. For example, crack detection cannot be run with different settings, and new image views cannot be extracted from the Ladybug camera. i. Seller will retain Processed data for 15 months beyond Data Acceptance, unless the client confirms in writing that Seller should store the data longer and confirms that client will pay for the additional hosting costs. This timeframe allows Seller to perform year-to-year analysis and comparisons provided that the same roads are collected annually. Beyond this time, Seller may delete the Processed data without further notice. After the Processed data has been deleted, year-to-year analysis and comparisons will be limited to data review only. f. 9. 14. MISCELLANEOUS a. No waiver by either party with respect to any breach ar default ar of any right or remedy and no course of dealing, shall be deemed to constitute a continuing waiver of any other breach ar default or of any other right ar remedy, unless such waiver be expressed in writing and signed by the party to be bound. b. If any clause, sub -clause or other provision of the Contract is invalid under any statute or rule of law, such provision, to that extent only, shall be deemed to be omitted without affecting the validity of the remainder of the Contract. c. Buyer shall not be entitled to assign its rights ar obligations hereunder without the prior written consent of Seller. d. Seller enters into the Contract as principal. Buyer agrees to look only to Seller for due performance of the Contract. 15. WARRANTY a. Seller warrants to Buyer that it will perform the services in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. Seller makes no other warranties or guarantees, expressed or implied, relating to Seller's services or software provided by Itself or others, and consultant disclaims any implied warranties or warranties Imposed by law, including warranties of merchantability and fitness for a particular purpose. h. REMOVED c. The Contract shall in all respects be construed in accordance with the laws of the State of Washington. All disputes arising out of the Contract shall be subject to the exclusive jurisdiction of the courts of the State of Washington and King County of WA. d. The headings to the Clauses and paragraphs of the Contract are far guidance only and shall not affect the interpretation thereof. e. All notices and claims in connection with the Contract must be delivered in writing. f. Unless mentioned to the contrary in writing, the Buyer authorizes Seller to cite its name in its business references, wehsites, and social media. g. The agreement term shall he one (I) year commencing on the Effective Date. The agreement may he extended for additional consecutive terms, not to exceed a total of five (5) years, subject to appropriations and the mutual agreement of Consultant and the Client. 16. INSURANCE a. Consultant shall maintain liability insurance in the following minimum limits: • Comprehensive General Liability Insurance (bodily injury and property damage) • Combined Single Limit Per Occurrence $1,000,000 • General Aggregate $ 2,000,000* • Commercial General Liability Insurance (bodily injury and property damage) • General limit per occurrence $ 1,000,000 • General limit project specific aggregate $ 2,000,000 • Automobile Liability Insurance • $ 1,000,000 • Workers' Compensation at statutory limits * General aggregate per year, or part thereof, with respect to losses or other acts or omissions of Consultant under this Agreement. 10630 75th Street North 0 Largo, FL 33777 0 •) +1 (727) 547-0696 0 www.internationalcybernetics.com 29 iii of iii City of Tukwila IMS Pavement Management Program Update EXHIBIT 'A' IMS an ICC Company Quote for Professional Services Pavement Management Program Update David Baus I Project Manager City of Tukwila, Washington May 2, 2024 International Cybernetics Company, LP dba IMS Infrastructure Management Services Jim Tourek, Client Services Manager imsanalysis.com 30 City of Tukwila Pavement Management Services IM- nICCConpny IMS Today and Pavement Management Services Offered IMS Infrastructure Management Services, LP is pleased to submit a quotation to update the City's pavement management program. IMS is an industry leader with 38 years of pavement and asset management experience. Since our founding in 1985, we have provided similar services to more than 1,000 municipalities across the United States. Collectively, the IMS engineering team brings more than 350 years of pavement and asset management experience to the table. IMS brings significant regional experience and expertise to meet the City's pavement condition assessment, right-of-way asset, and software integration. As we understand from the 2020 project, the City of Tukwila currently maintains approximately 90 centerline miles of roadway. IMS has performed objective pavement data collection for similar agencies such as Arlington, Auburn, Bainbridge Island, Bellevue, Bellingham, Bonney Lake, Bremerton, Des Moines, Edmonds, Federal Way, Federal Way Link Extension, Issaquah, Kitsap County, Longview, Lynnwood, Marysville, Mason County, Mill Creek, Mercer Island, Pasco, Port Orchard, SeaTac, Seattle, Snohomish County, Spokane Valley, Tacoma, Tukwila, University Place, Yakima, Yakima County, and more in Washington. To ensure adequate coverage across the network the Road Surface Tester (RST) typically surveys the arterial and collector roadways in each direction while testing the residential roadways in a single direction, but for the revised quote we're proposing all paved roads surveyed in both directions, for a survey mileage of an IMS estimated 180 miles survey miles. The RST is equipped with a Laser Crack Measuring System 2 (LCMS-2) that is the most technologically advanced data collection equipment available in the industry. In addition to our recent experience in the area, it is worth noting that the IMS team has grown significantly since 2019, both in staffing and equipment. In 2021, we appointed a new Principal Engineer and President, Kurt Keifer, PhD, PE. Kurt (based in Austin, TX) brings over 20 years of experience to projects, and his background is at the core of the industry, with experience working for the US Army Corps of Engineers and developing the ASTM D6433 protocols. We have added six pavement engineers and nine GIS analysts to our team along with five state-of- the-art Road Surface Testers (RST) equipped with the latest 3D Laser Crack Measurement System (LCMS-2) technology. We have also added Fast Falling Weight Deflectometer (FastFWD) pavement structural testing equipment along with mobile Lidar technology for asset inventories and ADA sidewalk and ramp compliance surveys. The combination of our larger technical team and fleet of testing equipment provides IMS with greater capacity and redundancy for completing larger projects in a timelier manner. Members of the IMS Engineering, Technical and Sales Teams at our December 2022 in-service meeting week. We are confident that IMS will be the ideal partner to ensure that the City achieves its project goals, given our past successful work with the City, our significant regional experience, and our possession of the largest fleet of advanced pavement data collection systems in the United States. IMS Infrastructure Management Services, LP 31 City of Tukwila Pavement Management Services IMS an ICC Company Project Overview Scope of Work The IMS project approach for pavement condition and asset inventory projects typically follows the seven steps shown in the graphic below. In this section, we detail the specific tasks and milestones that will be required for the successful completion of this project. 1. Project Kickoff 707 07 0:61) 2. GIS 3. Data Collection (�<,>Ls 4. Data Processing 5. Data Analysis & Reporting LI El 6. Other Tasks — o- 7. Project Completion IMS assigns seasoned pavement engineers as the project managers for all our projects. We believe it is imperative that the project manager have the requisite technical and domain knowledge — as well as practical project management experience — to lead the team. Our project management process is based on thorough planning, proactive management of schedules, and constant communication. The result of effective project management is higher quality with respect to project deliverables and satisfied stakeholders. Kickoff Meeting IMS has standardized a project approach based upon our 38 years of pavement management experience and the subsequent lessons learned after performing hundreds of projects. Detailed conversations with our clients allow us to tailor a solution to the specific needs of an individual municipality. A prerequisite for a successful project is an initial project meeting with the City team members and the IMS team. This early communication is critical to ensuring that we are fully aligned with the City's overall vision for this project as well as the specific data needs for the City. Through this project initiation process, we will prepare the project plan for overall implementation. The plan includes: • Contacts and stakeholders • Measurable tasks and milestones • Project approach and specific data collection methods • Allocation of resources, including personnel and equipment • Deliverables and schedule • Performance and schedule risks IMS Infrastructure Management Services, LP 2 32 City of Tukwila Pavement Management Services IMS an ICC Company We will ensure that the plan remains current with any further data needs. Our Project Initiation Form and GIS Setup Form are part of our process, where the outcome will include a final project plan and an approved schedule in collaboration with the City's staff and stakeholders. This plan is established before any data collection begins. Project requirements are incorporated in the two project success documents. The project success documents ensure transparency and act as a reference point to ensure all stakeholders are accounted for and involved. GIS Survey Mapping Our data collection plan relies on a complete and up to date GIS street centerline. Shortly after the kick- off, our Esri GIS experts will review and update the City's street centerline data to ensure there is an accurate inventory of streets to be surveyed. City review of the centerline data is a critical path activity to ensure timely and accurate data collection. Once the inventory is confirmed by the City, the IMS team will prepare the GIS maps that guide field data collection. IMS will produce survey maps to clearly indicate where our equipment will travel to collect data. While we would expect the City's GIS environment to be highly accurate, we find it valuable to ensure that we are aware of exactly which roads are included in the project and that we discuss how to proceed with roads, such as private roads that should not be collected. Any questions regarding the roadway network will be resolved prior to data collection. IMS will also confirm the linkage of the road segmentation to the City database and GIS, using the customer defined existing road segments. Quality Management Plan (QMP) Based on discussions with the City during the project initiation and kickoff meetings, IMS will develop a project - specific version of our standard QMP for this project. The plan will address the following: Phase 1. Project Planning — Before Data Collection • Project team and schedule • Equipment calibration and control sites • Rater calibration Phase 2. Project Execution — During Collection & Processing • Fast -tracked data collection, processing, and reporting • Production data collection and processing • Routine equipment inspection and calibration Phase 3. Data Delivery — Post Data Processing • City acceptance and corrective action procedures • Final data review • Database delivery and technical memo IMS Quality Management Plan (QMP} In -the -field and in -the -office processes and procedures p embff. au IMS Infrastructure Management Services, L. a, eu.KyreeeRoad. se:te101 ,11,A, Amp,. 852R4 Phu�r )s80) tl34-434) IMS' standard Quality Management Plan (QMP) document that is customized for each project. New to the IMS Project Workflow: Our engineering team has worked extensively to improve the Al and data processing algorithms of the LCMS-2 technology. This has resulted in more repeatability, improved automation (quality and speed), and better data. Our stated goals are to continuously improve and build upon the tools at our disposal to deliver the best data to our clients. IMS Infrastructure Management Services, LP 3 33 City of Tukwila Pavement Management Services IM- nICCConpny Pavement Condition Survey Our two -person field crews will collect both outward facing and downward facing pavement imagery, using one of our RSTs equipped with LCMS-2 3D pavement imaging technology. Pavement surface distresses including load cracking, block cracking, rutting, raveling, reflective cracking, loss of section, bleeding, edge distress, and patched areas as well as right-of-way imagery will be collected on a segment -by -segment basis, with each distress being captured by type, extent, and severity. The data and imagery that is collected is then linked to the City's existing GIS data. The LCMS-2 system is the highest resolution 3D pavement scanning technology available. Each LCMS-2 system relies on two downward -facing, high -resolution 3D cameras. Combined, the two 3D cameras capture continuous downward imagery for more than a standard lane width. The cameras are coupled with downward -facing lasers that provide constant and consistent illumination of the pavement surface regardless of ambient lighting conditions. The impacts of shadows from trees, buildings, or simply overcast sky conditions are eliminated by the laser illumination. Right -of Way (POW} Fm ge y High resolution, 3MO- cameras Safety Lighting Front and track racing I]CShirl IilFlt3 erkStirr high Visibility. GPS Positioning PS with 1nLeqIDLdd FM4, sub motor positional accuracy Pavement Distress Imaging (CMS-2, continuous 3D Imaging, lmol resatution .immisst lap LIr a+ Pi:#ancc Positioning DMI for precis e linear distar.c rr' osts urenienl Texture Continuous wurruca ivxturc` n e0s irerr ants IMS Road Surface Tester (RST) equipped with Laser Crack Measurement System (LCMS-2) (Note: IMS has five RST LCMS-2 equipped systems dedicated to municipal pavement management.) Rutting Continuous rulr- lane -width rutting m8C3u rcrfl r is Roughness gntirluout right arra !aft wheel path rough Hess rriGtrIprbr6arat The 3D cameras can detect one -millimeter -wide cracks and full -lane -width rutting, as required by ASTM D6433, on the pavement surface at speeds up to 65 mph. Due to the versatility of the LCMS-2 technology, the automated pavement condition survey will be performed at posted speeds, and traffic control will not be necessary for the data collection effort. Pavement data collection and imagery surveys are expected to progress at a rate of between 35 and 50 miles per day for the City. IMS Infrastructure Management Services, LP 4 34 City of Tukwila Pavement Management Services IM- nICCConpny The IMS team then processes the collected data using a combination of advanced analytical tools and rigorous, manual QC/QA performed by IMS' certified Pavement Condition Index (PCI) raters to determine accurate and repeatable PCI values for each roadway segment. Furthermore, we deliver our PCI ratings and supporting data (distress information, rutting, and IRI values) in both spreadsheet and GIS formats for easy review. The data that we provide may be used immediately for decision making or be imported into any pavement management system. Any distresses that are not captured by the automated LCMS-2 system will be captured by our trained in -vehicle distress raters. The automated data is supplemented by information collected by the second crew person in the van using a mobile mapping solution known as NOMAD'. The NOMADTM file format is part of IMS' unique approach to pavement condition surveys. The NOMADTM files contain useful information for our field crews, including direction routing information and one -pass versus two -pass data collection instructions, and allow our trained field staff to capture additional condition and inspection information that is used by our QC/QA team to validate condition data. During data collection, IMS implements routines that are performed each day of data collection to ensure data consistency. These include: IMS' customizable touchscreen NOMAD"' interface for entering notes and supplemental field data. • Equipment is calibrated, and daily reports are completed. • All sensors are continually monitored to ensure they are receiving data within specification. • The Crew Chief and operator manually monitor the HD digital images, GPS, distress recorder, roughness measurements, and rutting data. • Each street is noted on the inventory and map, as well as through GPS and assignment of the RST van number. • Production is tracked and records of coverage are documented. • A corrective action plan is followed, as necessary. • All data is backed up and sent to the IMS main office for processing. ASTM D6433 Pavement Condition Evaluation During and following the data collection effort, our team will evaluate all collected pavement imagery and surface measurements to arrive at Pavement Condition Index (PCI) values. This is a six -step process that includes the following tasks: 1. RoadlnspectTM Pavement Distress Detection — Cracks, rutting, and other pavement distresses are automatically detected in both the 2D and 3D pavement images. IRI values are also calculated at this time. (Note: The RoadlnspectTM software was developed by Pavemetrics, the firm that manufactures the LCMS-2 technology.) LCMS-2 cracking data in QC/QA review stage. IMS Infrastructure Management Services, LP 5 35 City of Tukwila Pavement Management Services IM- nICCConpny 2. IMS Pavement Distress Classification — Pavement distresses detected by the RoadlnspectTM software are then classified by type (e.g., alligator cracking, bleeding, edge cracking, etc.) and severity (e.g., low, medium, or high) based on predefined criteria (e.g., ASTM D6433). IMS has created a suite of custom tools that include rule -based algorithms in conjunction with artificial intelligence to accurately classify pavement distresses. 3. IMS PCI Calculation — Pavement distress data is imported into IMS' PCI calculation software, and PCI values are determined for each roadway segment using a scale from zero (0) to one hundred (100) as defined in ASTM D6433. 4. IMS Quality Control (QC) —The IMS project manager then does a review of the data and works with the QC team lead to address any issues that may be identified. 5. IMS Quality Assurance (QA) — The IMS project QA Manager independently reviews the rated data and works with our Project Manager and QC team to correct any issues observed. 6. Client QA — The IMS Project Manager reviews the findings of the pavement condition data with City staff before beginning any analysis activities. IMS will present the pavement condition data in a Client Review Spreadsheet (CRS) along with maps illustrating pavement conditions for the client to independently review. Rutting and Roughness IMS' LCMS-2 systems detect rutting on asphalt roadways using laser measurements of transverse profiles that are collected continuously as the vans drive at normal traffic speed. With more than 4,000 measurement points collected per transverse profile and sub -millimeter vertical accuracy, the LCMS-2 can define transverse profiles with a high level of precision, accuracy, and repeatability. Once all the transverse profiles are collected for a roadway, IMS uses the Brazilian Method, which is an industry standard method, to determine the rut area and the deepest (or maximum) rut depth for the profiles. These values, as well as width of rut and color coding, can be seen in the LCMS-2 laser image to the right. Red represents high severity rutting, while orange represents moderate severity rutting. The severities are determined based on maximum rut depth thresholds that are specified in ASTM D6433. 915000 414000 913000 912000 Pavement roughness is evaluated by measuring the accumulated difference in the vertical displacement 911000 of a road surface, independent of chassis response, over a prescribed road length (longitudinal profile). This roughness is typically reported via the 910000 International Roughness Index (IRI). IRI data is calculated in real time from continuous longitudinal profile data collected by the LCMS-2's 3D profile composite image. device. To determine the road profile, data is simultaneously obtained from three devices: a pulse transducer -based distance -measuring instrument (DMI), high-speed 3D laser sensors operating at 112 MHz, and an accelerometer in compliance with ASTM E 950. The LCMS-2 unit conforms to a Class I profiling device, and it can also "pause" over non - valid roadway sections such as localized maintenance activities, railroad crossings, speed bumps, and brick inlays and not affect the IRI value. Rut area and severity levels shown on the LCMS-2 IMS Infrastructure Management Services, LP 6 36 City of Tukwila Pavement Management Services IM- nICCConpny Quality Control and Quality Assurance IMS has developed a unique approach to pavement condition assessments by coupling manual review of distress data with automated algorithms. This more rigorous QC/QA process ensures that the automated distress detection and classification algorithms that we use work correctly. Our Pavement Engineering team fully understands the capabilities and limitations of the state-of-the-art LCMS-2 technologies and sophisticated algorithms that we employ, and our QC/QA steps are extremely important in ensuring the success of the project. The IMS QC/QA process is comprehensive and makes use of field observations, automated data processing tools, manual data review by our QC team, independent review by our QA manager, and lastly, final review by the City. There are QC/QA checks at each stage of the project to ensure data quality before the data is moved into the next steps. Machine learning and artificial intelligence have made leaps and bounds in speeding up distress identification. And when supplemented with trained pavement raters, field staff, and expert engineers, they establish high data confidence and integrity. The final quality assurance performed by City personnel will ensure that the City has confidence in and takes ownership of the condition data. 14.UX�1: Iw.f.0 3r.a ern.. w6a� mzl. 03.5 L6TM,Mr cao wl EMI. mI IN, v rwl�roo „M.Odcles:0.0 eAmelOn.lry e.e Irk crk m. u., awm. w.-m-n+a New QA Tool! IMS QC/QA interface for manually reviewing automated distress detection and classification results. R.rhnr by 1115 QC farad Review try IMI Project OM el. Ir. sager PIA by Waal Staff ReYernrMY distresses: Excessive dIstres. Ei rIMr !WA.* Pertralpaiian luariht+CS 4rlr1f0+ fEvSritiet; situ Random 1Q% Random 5% 4Wi rShi d I trBsies Aurgrt g within *IQ% A[ECpt if within si{?% SaUs1aF:tlao parttmerre sections: SurfAcc loft; 6n7emordeliverable', &at ,: MS Co Manager 1140rC: This it perjixmFtd wFdkhjleNth i7ocurnearonatof IS n0fdim* invoMed pn.or roo nitng and Chip seeded rands, sealed cracks, arid any rJnusua+Jssuesfor In any other Meets of arrahes,s_ athsrs discussion wrththe Glenn the protect. Independent RCI values: Value equal to IOQar4; r+tteenf rCei iv l haneu• In PG., ✓ eaf IMS' rigorous, multi -step approach to QC/QA of pavement condition data to ensure ASTM D6433 compliant data. The image above depicts the new QA tool developed by the IMS engineering team to assist our quality control team review the LCMS-2 automated data and field imagery to ensure a representative product. The flow chart below illustrates the 4-step process that has been improved and recently streamlined. IMS Infrastructure Management Services, LP 7 37 City of Tukwila Pavement Management Services IMS an ICC Company Analysis for the 2023 Project Once the QC/QA process has been completed, our project team will deliver a Client Review Spreadsheet (CRS). This spreadsheet includes the pavement inventory, life -cycle cost estimates, and the familiar graphs and charts to understand the health of the network. This information will provide quality data, based on sound engineering principles, and realistic budgets for the City staff to utilize in their project selections and internal analyses. Once the City reviews the PCI data, the Project Manager will set up a meeting with City staff to discuss the analysis requirements and identify additional budget scenarios to prepare. At a minimum, the following pavement management scenarios have been recommended, based on the simplified approach to this project: • Annual funding required to maintain existing pavement conditions. • Funding required to maintain an average PCI of 65 over the next 5 years. • Funding allocation for asphalt overlay and/or surface treatments to maintain an average PCI of 70 over the next 5 years. • PCI for the network if current funding levels remain the same for the next 5 years. • Recommended pavement strategies for the various budget scenarios investigated. We look forward to collaborating with the City staff to ensure that the pavement management program addresses the needs and priorities of the stakeholders involved. If the City has requested utilizing the Easy Street Analysis (ESA) Excel spreadsheet, similar to what IMS delivered for the City of Tukwila from 2020 (see graph, below) has used for the past several years. As with most recent projects, we plan to run budget scenarios and develop paving projects with our streamlined approach utilizing the referenced IMS solution. 80 c 8 70 g0 a 65 50 City of Tukwila, WA Five Year Post Rehab PCI Versus Annual Budget Analysis Start O.te. 171/2021 M.Ire. Period 2021to 2025 - Maintain Current Backlog: Final PCI = 63, Backlog = 1%, Annual Budget= $6430k/Yr — — Recommended Budget: Final PCI = 75, Backlog = 3%, Annual Budget=54425k4Yr P I - Backlog Control Budget: PC 67, Backlog = 5%, Annual Budget =$.2g0014Yr Q.e - Steady State PCI: Final PCI = 66, Backlog = 6%, Annual Budget = $2420I Yr — PCI Control Budget: PCI = 60, Backlog = 11%, Annual Budget= $1220k/Yr 1 1 —Tukwila Budget: PCI = 59, Backlog = 12%, Annual Budget = $1050k/Yr 1 1 1 1 I 1 Current PCI =65.6 (2020) Control PCI= 60 Tukwila has a Backlog controlled network 1 1 1 1 1 1 1 1 1,000 2,000 3,000 4,000 Annual Budget Each Year for Five Years ($1,000/Yr) 5,000 6,000 7,000 IMS Infrastructure Management Services, LP 8 38 City of Tukwila Pavement Management Services IMS an ICC Company Capacity to Perform Work IMS employs 49 full-time staff, including 8 pavement engineers — five of whom hold PhD degrees in pavement engineering, 10 GIS analysts and technicians, nine independently, OCTA certified ASTM D6433 pavement raters, and 15 trained and experienced field technicians. Together, we complete over 100 pavement and asset management projects annually. We stand second to none in our ability to establish cost-effective pavement management programs for large and small agencies alike, and our team has earned a reputation for excellence over the course of thousands of projects for municipal clients across the United States. Our multi -disciplinary team, led by pavement engineers, has the experience and expertise to assist our clients with full -service pavement and asset management services, software needs assessments, and custom implementations. Key personnel identified for the project will be assigned to the City for the duration of the project. Our team is accustomed to working on multiple projects at a time, and we adjust resources on a routine basis to ensure that we have the staff and equipment required to meet project milestones. Proposed Project Schedule This is a representation of our proposed schedule for the 2023 City of Tukwila project, which reflects our improved project workflow. The field surveys are expected to progress at 35 miles per day, and account for an estimated 1 week of testing. Proposed 8-Month Schedule Assumes a NTP is issued June 3rd, 2024 — Data Collection is Weather Dependent Task Description Estimated Milestone 1 Executed Agreement/NTP If by early June 2024 2 GIS Acquisition and Validation June 2024 3 Kick-off with Review Map Iterations and Approval June 2024 4 RST LCMS-2 Pavement Surveys (180 Test -Miles) July -Aug., 2024 5 QC/QA for Data Collected Aug. -September 2024 6 Deliver Pavement Condition Data/Client Review Spreadsheet October 2024 7 Draft 5-Year "ESA" Analyses & Iterations Oct. -November 2024 8 Final Analyses, Reporting, and GIS Mapping December 2024 9 Optional Lucty-centric Analysis, configuration, data load by January 2025 10 Opt. Images, ROW Assets, Story Map, Council Presentation by January 2025 IMS Infrastructure Management Services, LP 9 39 City of Tukwila Pavement Management Services IM- nICCConpny Optional: Esri Story Map IMS is an Esri Authorized Business Partner and an early adopter of Esri technologies. The partnership between IMS and Esri makes unparalleled industry and subject matter expertise available to our clients. Our team of GIS experts are focused on building easy -to -use and easy -to -maintain web -based, geocentric story maps and dashboards to serve not only our clients, but also their constituents. These tools provide a dynamic way to present complicated information visually. Many agencies are already using Esri software and ArcGIS Online, and we look for ways to leverage that existing licensing, subscriptions, and infrastructure to elevate the data we are delivering. We have built story maps for clients to help explain to citizens how a pavement survey works, how the analysis is performed, and how the maintenance and rehabilitation budgets are distributed to maximize the use of scarce funding. In addition to the story maps, we have also deployed agency -focused dashboards to enable managers to easily review the planned work, existing and forecasted conditions, and funding impacts on a map. Wirt NII[raN • 4/10 Ceanllnc MOP ....AI w.... f. 1..a... IMS interactive Esri GIS story map: City of Long Beach, CA Project Highlight: Long Beach, CA Link to live story map: https://bit.ly/3NQG1AT IMS is working with the City of Long Beach, CA to web -enable their pavement management plan to engage citizens in the pavement management process. To facilitate this activity, IMS has authored and deployed an Esri Story Map that shares complex engineering information in an easy to understand public -facing framework. A second, password protected configuration as a dashboard exists that allows City engineers to access additional information and data. Deliverables The following products can be delivered to the City: • Report summarizing the findings of the pavement condition survey • Client Review Spreadsheet (CRS) with inventory, charts, and graphs • Esri geodatabase containing updated pavement information including distress information • Signs geodatabase and multiple views of imagery along with a viewing tool. Additional Value -Added Services On the following page, the table presents additional services that the IMS Team can provide for this project. We have performed these services for agencies in Arizona and across the United States to assist agencies in better managing their pavement, sidewalk, and asset inventories. IMS Infrastructure Management Services, LP 10 40 City of Tukwila Pavement Management Services IMS an ICC Company Technology Value Added Photo Right of Way Asset Collection Imagery collected during the RST survey can be used to build ROW asset inventories and condition assessments for signs, signposts, curb and gutter, sidewalks ramps, striping, and many other assets. A subconsultant will be added to the team if this is selected. _,----" -- ' .------------- =< = m = - Bannered Imagery HD ROW imagery collected at the same time as the pavement surveys is processed and cut into 15-foot intervals, then formatted and bannered with relevant header data and the City's branding. Images are linked to the City's GIS centerline and provided as a geodatabase with image hyperlinks. "" • ,, II i .. - Fast Falling Weight Deflectometer (FastFWD) Deployed for measuring pavement structural capacity and pavement layer stiffness values. This information is combined with pavement distress data to better predict future performance and fine-tune rehab activities. This is frequently used to determine when overlays are no longer effective, and reconstruction is needed. �'- "I'I IMS 0. -_4—.Ifj,� iir Ire Sidewalk Surface Tester (SST) Deployed for capturing sidewalk inventory and condition data, SSTs may also be deployed to collect data for narrow alleys, parking lots, bike paths,ill and multi -use trails. SST surveys provide agencies with comprehensive sidewalk condition data that may be used in combination with Lidar sidewalk ramp data to develop detailed ADA transition plans. f r. i • _' — ,1 . _ - ails Mobile LiDAR for Sidewalk Ramp Assessments Deployed to supplement right-of-way inventory surveys by creating a three- dimensional point cloud from which measurements can be extracted. The integrated Ladybug 5+ camera captures high -resolution spherical imagery at defined intervals. -;i) C10110\ %IWN Ivg1fE .o /./ IMS Infrastructure Management Services, LP 11 41 City of Tukwila Pavement Management Services IM- nICCConpny Fee Proposal The detailed budget presented on the next page is based on the IMS work plan and deliverables. It represents a realistic budget to complete the work, and we are confident we can maintain an on -time, on -budget assignment. Test -Mileage Calculation: IMS is proposing to survey all City -maintained major roads in both directions and all locals in one direction to ensure a sufficient representative sample. Please review our assumptions below and the optional services on the following page: Tukwila, WA: IMS 2024 Base Scope of Services Pavement Management Assessment, Analysis, and Report Task Activity Project Initiation Quant Units Unit Rate Total 1 Project Initiation & Set-up 1 LS $2,500.00 $2,500.00 2 Network Referencing & GIS Linkage 180 T-Mi $20.00 $3,600.00 3 Network Inventory Checks & Survey Map Development 180 T-Mi $10.00 $1,800.00 Field Surveys 4 LCMS-2 RST Mobilization/Calibration 1 LS 5 LCMS-2 RST Field Pavement Data Collection (2-pass All roads) 180 T-Mi Data Management 6 Data QA/QC, Processing, & Formatting 180 7 Annual Fee: Downward Images in Inform Continuous Intervals (Web Based; No Crack Display) a. Data Fee for Hosting 8 Easy Street Analysis of Pavement & 5-Year Budget Development 1 a. "ESA - Easy Street Analysis" Pavement Management Spreadsheet Software b. Customizable Prioritization & Cost -Benefit Analysis c. Unlimited Access - Training Library d. Online ESA Spreadsheet Training via Teams 9 Standard IMS Draft Written Report a. Standard IMS Final Written Report 10 Project Management $3,600.00 $130.00 T-Mi $35.00 1st Year is Included in Base Activities 1st Year is Included in Base Activities LS $5,500.00 Included in Base Activities Included in Base Activities Included in Base Activities Included in Base Activities $2,000.00 $500.00 $3,690.00 LS LS LS $3,600.00 $23,400.00 $6,300.00 $5,500.00 $2,000.00 $500.00 $3,690.00 Project Total: $52,890.00 Assumptions 1. Test miles are calculated based on the number of centerline miles and they will require two pass collection. We have assumed 2 passes all paved roads. 2. Prior to kickoff meeting, agency will provide IMS with: 1. Primary POC, secondary POC and other stakeholder contact information. 2. Preliminary centerline GIS (i.e., geodatabase). 3. Data collection relies heavily on up to date and topologically sound GIS centerline information. 4. Pavement data collection is dependent on the agency's approval of the GIS maps representing the street inventory to be surveyed. 5. Pavement data collection is weather dependent and assumes one mobilization to the area. Data cannot be collected if the pavement is wet or if the temperatures are below 32 F or above 95 F. 6. Agency will actively participate in submission review and provide comments within a period of time that the agency and IMS will agree to during the kickoff meeting. The current proposed schedule assumes a two -week review period for draft deliverable submissions. IMS Infrastructure Management Services, LP 12 42 City of Tukwila Pavement Management Services IM- nICCConpny Tukwila, WA: IMS 2024 Value -Added Services Pavement Management Assessment, Analysis, and Report Optional Service Activities: 11 Set -Up Lucity Operating Parameters for Pavement Management a. Pavement Data Load - Lucity 12 Annual Fee: Downward Images in Inform Continuous Intervals a. Data Fee for Hosting (Web Based; No Crack Display) Year 2+ Year 2+ 1 LS 1 LS 1 LS/YR 180 T-Mi/YR $4,750.00 $4,975.00 Lucity Load Total $2,000.00 $2.00 Annual Image Hosting Total $4,750.00 $4 975.00 $9,725.00 $2,000.00 $360.00 $2,360.00 13 FastFWD Mobilization/Calibration a. Deflection Testing: 2-pass Test All Roads c. Data Analysis of Deflection Testing d. Traffic Control/Deflection Testing (county to provide; IMS Est. _ Hrs.) 1 LS $2,925.00 84 T-Mi. $150.00 1 LS $1,250.00 0 HR $110.00 $2,925.00 $12,600.00 $1,250.00 $0.00 14 Right of Way Asset Data Collection (GPS wit -pass of Majors Select once w/Any Asset B a. Sign & Support Database Development b. Pavement Markings & Striping Database Development c. Sidewalk Database Development d. Curb Ramp Database Development e. Curb & Gutter Database Development f. Traffic Signals/ Flashers. Controllers Database Development g. Street Lights Database Development h. Drop Inlets Database Development Drivepads Database Development j. Bridges Database Development k. Street Furniture Database Development I. Cattle Guards Database Development m. Speed Humps Database Development n. Guardrails & Roadside Pedestrian Fence Database Development o. Catch Basins/ Drainage Inlets Database Development p. Shoulders Database Development q. Cabinets Database Development r. Utility Poles Database Development s. Fire Hydrants Database Development t. Medians Database Development u. Valves Database Development v. Manhole Covers Database Development w. Trees Database Development 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi T-Mi FWD Total $4.60 $75.00 $22.00 $30.00 $43.40 $22.00 $25.00 $45.00 $22.00 $22.00 $25.00 $25.00 $22.00 $25.00 $22.00 $22.00 $22.00 $22.00 $45.00 $22.00 $22.00 $32.00 $25.00 $55.00 $16,775.00 $828.00 $13,500.00 $3,960.00 $5,400.00 $7,812.00 $3,960.00 $4,500.00 $8,100.00 $3,960.00 $3,960.00 $4,500.00 $4,500.00 $3,960.00 $4,500.00 $3,960.00 $3,960.00 $3,960.00 $3,960.00 $8,100.00 $3,960.00 $3,960.00 $5,760.00 $4,500.00 $9,900.00 15 IMS Web -Story Map of City's Pavement Condition (for External Portal) a. Years 2 & 3 Annual Updates of Rehabs; Update 1 EA $7,500.00' $7,500.00 3 EA $2,000.00' $6,000.00 16 IMS Web -Dashboard of City's Pavement Condition (for Internal Staff) a. Years 2 & 3 Annual Updates of Rehabs; Update 1 EA $5,500.00 $5,500.00 3 EA $2,000.00 $6,000.00 17 City Council Presentation - Virtual a. Add for an Onsite City Council Presentation 18 Non -Standard Written Report (Min. 8-Hours; beyond at Hourly Rate) 19 Additional or Specialty Maps for Reporting (Beyond Typical 2 Sets) 20 Additional Hard Copies of the Final Report (>3 Sets Included) 21 Functional Class Review 22 Sidewalk -Surface Tester (SST) Mob., Survey & Analysis: Sidewalks 23 Lidar-Mounted Unit Mob., Survey & ADA Compliance Data: ADA Curb Ramps 24 Software Evaluation Needs Assessment 25 Convert Street Layer Polylines to Polygons 26 Convert Street Layer Polygons to Polylines 1 1 8 1 1 16 1 180 180 EA EA HR EA EA HR LS T-Mi T-Mi $3,500.00 $2,000.00 $150.00 $175.00 $200.00 $175.00 (Available Upon Request) (Available Upon Request) $1,750.00 $6.00 $20.00 $3,500.00 $2,000.00 $1,200.00 $175.00 $200.00 $2,800.00 $1,750.00 $1, 080.00 $3,600.00 Thank you for your continued interest in working with the IMS team. We value developing and maintaining long-term partnerships with our clients. We will strive to become an asset and extension of the City of Tukwila staff and team. If any questions arise, please do not hesitate to contact me 462-4030 or jtourek@imsanalysis.com. Best regards, IMS Infrastructure Management Services, LP - [ +s-L,. e - Jim Tourek, Client Services Manager at (480) IMS Infrastructure Management Services, LP 13 43 44 City of Tukwila Public Works Department - Hari Ponnekanti, Director/City Engineer Thomas McLeod, Mayor INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director/ City Engineer BY: Catrien de Boer, Public Works Grant Analyst CC: Mayor McLeod DATE: May 17, 2024 SUBJECT: TIB Complete Streets Grant Acceptance - 2024 Annual Overlay — 50th PI Overlay Project No. 80010401 This memo is being published before confirmation from TIB regarding the grant award. Staff will notify the Committee Chair if our project is not selected for funding before the 5.21.24 meeting. ISSUE Accept a Transportation Improvement Board (TIB) Complete Streets grant award for $400,000 to fund the construction of the 50th PI Overlay as part of the 2024 Annual Overlay Program. BACKGROUND Every year, Public Works issues a construction project to grind and overlay several blocks of roadways in the City of Tukwila. The annual overlay program is intended to preserve and maintain the street structure in a safe and useable state by resurfacing before failure, which also minimizes costs. The Annual Overlay program is funded almost exclusively out of the transportation fund (104) as many grant programs do not pay for routine maintenance of our roads. DISCUSSION In 2021, the City applied for and was awarded a $400,000 Complete Streets grant to offset the costs of traffic calming elements as part of the 2022 and 2023 Annual Overlay projects. This funding helped pay for sidewalks, illumination, RRFBs, and pavement markings. For the 2024 Annual Overlay project, Public Works is using the remaining American Rescue Plan Act (ARPA) funds that were allocated to the department for the traffic calming elements of this year's program. In March 2024, the City was notified that TIB is accepting one-time early consideration applications for construction - ready Complete Streets projects. The City met with the TIB Engineer and discussed the possibility of using Complete Streets funding to help offset the City contribution for the pavement/overlay components of this project since the traffic calming elements are already accounted for. The City was reassured that this funding could pay for a portion of the overlay, and is encouraged to apply. This funding can only be used for construction expenses, must be obligated by July 1, 2024, and must be spent in 2024. On April 22nd, 2024, the committee authorized Staff to submit a grant application. On May 17th, the City was notified that our proposal was selected for funding. FISCAL IMPACT The City was awarded $400,000 from the TIB Complete Streets program to fund a portion of overlay/pavement for the 2024 Annual Overlay program. This program requires a 20% local city match which will be paid for with the City 104 Fund budget. 45 Funding Source ARPA Allocation Complete Streets Grant City Contribution (includes 20% match) Total Amount $112,000 $400,000 $528,012 $1,040,012 Program Element Pedestrian path, ADA ramps, restriping, traffic control devices Pavement/Overlay Pavement/Overlay RECOMMENDATION Council is being asked to accept a TIB Complete Streets grant award for the construction of 50th PI Overlay in the amount of $400,000 and consider this item on the Consent Agenda on the June 3rd, 2024 Regular Council Meeting. Attachments: 50th PI Vicinity Map and Site Plans 46 107 ST S 108 RAINIER GOLF & COUNTRY CLUB S 116 ST 4 ST 138 ST In S 140 ST ST -a. V) S111PL S 120 ST '*) S 116 WAY S 133 ST S 127 STL BOEING4 S116S S 117 ST S19$ S 120 P S 124 ST S 137 ST S126•T 142 ST 1dO DI C/) S 111 S S1361-ST 137 ST ST cn F9c� q WALLACE ST \,^ S 114TH ST Q\- 50TH PL S 139 ST S 140 ST w Fp6 TEA SE .O V 1A 47 jrEXISTING /SU+FACE 2" HMA CL Jr PG 58H-22 OVERLAY SHOULDER TO SHOULDER EDGE 2' GRIND & 2° RESTORATION PAVE FOG UNE EDGE GRIND TO FOG LINE 50TH PL S OVERLAY PAVEMENT SECTION NTS EXISTING PAVEMENT 0 10 20 40 60 SCALE IN FEET 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION SIZE REMARKS S1 22+69.95 1&76' RT R2-1 "25" 30° x 36" REMOVE AND REPLACE 52 25+30.48 17.59' RT R7-1 "NO PARKING", R7-201P EXISTING REMOVE AND REPLACE 53 21+86.88 32.52' LT R1-1, "STOP" 30° x 30" REMOVE AND REPLACE GENERAL NOTES 1. THE LOCATION OF FEATURES SHOWN ON THESE PLANS IS APPROXIMATE AND NOT BASED ON TOPOGRAPHICAL SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2. THE LOCATION OF THE ALIGNMENT IS FOR GENERAL LAYOUT PURPOSES ONLY. 3. PRIOR TO PLANING OPERATION, CONTRACTOR SHALL LONER ALL UTILITY CASTINGS IN THE ROADWAY. 4. INSTALL STORM DRAIN MARKER AT ALL CATCH BASIN INLETS ADJACENT TO AND 1NTHIN PROJECT UMITS. FOR PLACEMENT, SEE DETAIL SHEET 2. 5. CONTRACTOR SHALL IDENTIFY AND MARK IN FIELD ALL OVERLAY AND PAVEMENT REPAIR UNITS FOR CONTRACTING AGENCY AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO SAWCUTTING, PLANING, AND/OR EXCAVATION. 6. CONTRACTOR SHALL IDENTIFY, MEASURE, RECORD AND MARK IN THE FIELD EXISTING CHANNEUZATION IN ORDER TO INSTALL PROPOSED CHANNELIZATON TO MATCH EXISTING LAYOUT. 7. CONTRACTOR SHALL IDENTIFY, MEASURE, AND MARK PAVEMENT REPAIR AREA IN THE FIELD WITH THE ENGINEER PRIOR TO APPROVAL 8. EXISTING SIGNS NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED. NEW SIGNS SHALL BE INSTALLED PER COT STD DETAIL RS-23A AND RS-23B. 9. CONTRACTOR SHALL PROTECT ALL EXISTING HEMS W11HIN AND OUTSIDE OF PROJECT UMITS. CONSTRUCTION NOTES O3 REMOVE. ® GRIND AND PAVE LIMITS, SEE BUTT JOINT DETAIL, SHEET 2. 0 EDGE PLANING, SEE DETAIL SHEET 2. 0 ROADWAY OVERLAY SECTION, SEE PAVEMENT SECTION, THIS SHEET. e INSTALL HMA STORM DRAIN APRON PER DETAIL SHEET 2. 0 ADJUST UTILITY VALVE TO GRADE PER COT STD DETAIL G-2. 0 ADJUST UTILTY MANHOLE TO GRADE PER COT STD DETAIL G-2. 22 FURNISH AND INSTALL VANED GRATE PER COT DETAIL DS-11. ADJUST TO FINAL GRADE. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET 2. 30 IN-10.4STALL2 PRECAST EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN 30 F 33 EDGE RESTORATION PER DETAIL, SHEET 3. CHANNELIZATION NOTES �1 PLASTIC STOP BAR PER COT STD DETAIL RS-20. ❑3 PM-20AINTED0. YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN .1 ® PAINTED WHITE EDGE LINE PER WSDOT STD PLAN M-20.20. EPAINTED WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10. ❑8 RPMTERTYLINPE 11 BLUE, INSTALL PERPENDICULAR TO HYDRANT AT CENE. tt J ■- 3 F u a o- F ii PUBLIC WORKS DEPT_ *ENGINEERING *STREETS *WATER*SEWER* designed drawn checked by MEF MEF BMC date 03/24 03/24 03/24 pro{ en% prof dir fieldbk no MPG. Seattle 3131 Avenue, Su. 400 r we a., I F.S. BID DOCUMENTS 2024 TUKWILA OVERLAY PROGRAM 50TH PL S (STA 20+00 TO STA 26+00) 14 17 file n0 MM111N.358.81RW36 scale 1'= 20' no date revisions dale 03/24 48 ROD\SKeenes\91UK010700 - 501H PL S CD 12556 50'11 PL S 101790C2560 12542 50TH PL S 101790026001 0 10 20 40 60 SCALE IN FEET EXTRUDED CLRB 12529 50TH PL S 1017900289E UTILITY WATER VAULT METER LI 12523 50TH PL S 12519 50TH PL S 12515 50TH PL S 101790028851 101790028651 101790028601 30+00 50TH PL S 12507 50TH P 101790028451 31+00 32+0 `NEN,. IL 50TH PL 5 0179002U35 50TH PL S NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN Cl 21+49.95 181966.98 1285693.66 616.24' 44'08'06" 800.00' 24+74.27 324.32' L3 27+66.19 182331.34 1285215.56 518.81' N 30'37'16" W 0 10 20 40 SCALE IN FEET PZJBLIC WORKS DEFT_ *ENGINEERING *STREETS *WATER*SEWER* designed drawn checked 6C by MEF MEF BMC dale 03/24 03/24 03/24 pro/ eng prof dir fieldbk no JrEXISTING / SURFACE a 2" HMA CL 15" PG 58H-22 OVERLAY SHOULDER TO SHOULDER EDGE -2" GRIND & 2" RESTORATION PAVE FOG LINE EDGE GRIND TO FOG UNE 50TH PL S OVERLAY PAVEMENT SECTION NTS CHANNELIZATION NOTES EXISTING PAVEMENT �1 PLASTIC STOP BAR PER COT STD DETAIL RS-20. ❑3 PAINTED YELLOW DOUBLE CENTERUNE PER WSDOT STD PLAN M-20.10. ® PAINTED WHITE EDGE UNE PER WSDOT STD PLAN M-20.20. �5 PAINTED WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION SIZE REMARKS 54 28+00.00 20.30' LT R7-1 "NO PARKING" 12" x 18" NEW S5 31+26.84 26.84' LT R2-1 °SPEED UMIT 25° 24° x 30" REMOVE AND REPLACE S6 31+79.83 20.42' LT R7-1 "N0 PARKING" 12" x 18" NEW KPQr Beattie r we ercx I Ewa. BID DOCUMENTS GENERAL NOTES 1. THE LOCATION OF FEATURES SHOWN ON THESE PLANS IS APPROXIMATE AND NOT BASED ON TOPOGRAPHICAL SURVEY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 2. THE LOCATION OF THE ADGNMENT IS FOR GENERAL LAYOUT PURPOSES ONLY. 3. PRIOR TO PLANING OPERATION, CONTRACTOR SHALL LONER ALL UTILITY CASTINGS IN THE ROADWAY. 4. INSTALL STORM DRAIN MARKER AT ALL CATCH BASIN INLETS ADJACENT TO AND WITHIN PROJECT LIMITS. FOR PLACEMENT, SEE DETAIL, SHEET 2. 5. CONTRACTOR SHALL IDENTIFY AND MARK IN FIELD ALL OVERLAY AND PAVEMENT REPAIR UNITS FOR CONTRACTING AGENCY AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO SAWCUTTING, PLANING, AND/OR EXCAVATION. 6. CONTRACTOR SHALL IDENTIFY, MEASURE. RECORD AND MARK IN THE FIELD EXISTING CHANNEUZATION IN ORDER TO INSTALL PROPOSED CHANNELIZATION TO MATCH EXISTING LAYOUT. 7. CONTRACTOR SHALL IDENTIFY, MEASURE. AND MARK PAVEMENT REPAIR AREA IN THE FIELD WITH THE ENGINEER PRIOR TO APPROVAL 8. EXISTING SIGNS NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED. NEW SIGNS SHALL BE INSTALLED PER COT STD DETAIL RS-23A AND RS-23B. 9. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS WITHIN AND OUTSIDE OF PROJECT LIMITS. CONSTRUCTION NOTES 0 MATCH EXISTING. 0 PROTECT. 0 REMOVE. ® GRIND AND PAVE LIMITS, SEE BUTT JOINT DETAIL. SHEET 2. O5 EDGE PLANING, SEE DETAIL SHEET 2. 0 ROADWAY OVERLAY SECTION, SEE PAVEMENT SECTION, THIS SHEET. OB PAVEMENT REPAIR SECTION, SEE DETAIL, SHEET 3. 11 SAWCUT AND REMOVE ASPHALT PAVEMENT AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS. e INSTALL HMA STORM DRAIN APRON PER DETAIL SHEET 2. e INSTALL GRAVEL SHOULDER, SEE SECTION, SHEET 3. 17 ADJUST UTILITY VALVE TO GRADE PER COT STD DETAIL G-2. 0 ADJUST UTILITY MANHOLE TO GRADE PER COT STD DETAIL G-2. 22 FURNISH AND INSTALL VANED GRATE PER COT DETAIL DS-11. ADJUST TO ANAL GRADE. INSTALL STORM DRAIN MARKER SEE DETAIL SHEET 2. 29 INSTALL NEW HMA DRIVEWAY PER PAVEMENT SECTION, SHEET 3. 30OIN-1ST0ALL.42 PRECAST EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F 33 EDGE RESTORATION PER DETAIL, SHEET 3. 38 TRIM VEGETATION AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS 39 INSTALL HMA WALKWAY PER DETAIL, SHEET 3. 2024 TUKWILA OVERLAY PROGRAM 50TH PL S (STA 26+00 TO STA 30+50) 15 17 fleno 56159al Rs.P01035 Scale 1'= 20' no date revisions date 03/24 49 50 TO: FROM: BY: CC: DATE: SUBJECT: City of Tukwila Thomas McLeod, Mayor Public Works Department - Hari Ponnekanti, Director INFORMATIONAL MEMORANDUM Transportation and Infrastructure Services Committee Hari Ponnekanti, Public Works Director/City Engineer Adam Cox, Interim Traffic Engineer Thomas McLeod, Mayor May 17, 2024 Traffic Signal Assessment and Repair Recommendation ISSUE Authorization to award KPG Psomas, Inc. (KPG) with the Traffic Signal Assessment and Preventative Maintenance Program. BACKGROUND The City is responsible for 64 signalized intersections that require routine maintenance and occasional repairs in response to damaged infrastructure. Over the last several years, the City has lost most of its senior traffic personnel due to retirement as well as budget constraints preventing hiring of additional staff. This has resulted in a gap of experience for the maintenance and repairs of traffic signals and systems. ANALYSIS The assessment and inspection of the City's traffic signals will provide a current condition of the infrastructure as well as provide future repair recommendations. The assement then establishes a baseline condition and provides preventative maintenance recommendations to assist the life cycle of the signals and system. FINANCIAL IMPACT This award has been confirmed as an eligible expense and will be fully funded by American Rescue Plan Act (ARPA) funds. KPG Services Cost $176,622.00 ARPA Funds Funding $176,622.00 RECOMMENDATION Council is being asked to approve the contract with KPG to perform a traffic signal assessment and forward this to the Consent Agenda at the June 3, 2024 Regular Meeting. Attachments: Draft Budget - Signal Assessment and Preventiative Maintenance Program Draft Scope - Signal Assessment and Preventative Maintenance Program Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 51 KPG EXHIBIT B1 PRIME CONSULTANT COST COMPUTATIONS Client: Project Name: KPG Psomas Inc. Project Number: Date: City of Tukwila Signal Assessment and Preventative Maintenance Program 9XXX0X0X00 Mar-24 Task No. Task Description - Labor Hour Estimate Total Hours and Labor Cost Computions by Task Principal Engineering Manager I Senior Engineer I Design Engineer I Senior CAD Technician Senior Admin Office Admin $290.00 $226.00 $194.00 5139.00 $139.00 $139.00 $110.00 Hours Totals Task 1 - Project Management 1.1 Project Management and Administrative Services 4 8 8 4 8 32 $ 5,956.00 1.2 Monthly Coordination Meetings 16 12 28 $ 5,944.00 1.3 Internal Project Team Meetings 16 20 36 $ 7,496.00 1.4 QA/QC Reviews 20 4 24 $ 5,296.00 Task Total 4 60 44 0 0 4 8 120 $ 24,692.00 Task 2 - Existing Information and Inventory Collection 2.1 Existing Data Collection (In Office) 16 24 40 20 100 $ 16,612.00 2.2 Existing Data Collection (In Field - 2 hrs /Intersection) 4 8 136 148 $ 21,360.00 2.3 TMC Inventory Collection 4 8 4 16 $ 3,012.00 2.4 Follow up with Maintenance Department Representative 4 4 4 12 $ 2,236.00 2.5 Information Collection from Suppliers 2 2 8 12 $ 1,952.00 Task Total 0 30 46 192 20 0 0 288 $ 45,172.00 Task 3 - ExistingSignal Assesment and Evaluation 3.1 Summarize and Tabulate Information for Each Signalized Intersection 4 8 80 92 $ 13,576.00 3.2 Evaluate Condition of Each Signalized Intersection 4 8 48 60 $ 9,128.00 3.3 Evaluate Conditionof Existing TMC 4 8 8 20 $ 3,568.00 Task Total 0 12 24 136 0 0 0 172 $ 26,272.00 Task 4 - Implementation and Upgrade Plan 4.1 Prepare Upgrade Plan 8 48 40 96 $ 16,680.00 4.2 Prepare Implementation Plan 8 60 40 108 $ 19,008.00 4.3 Cost Analysis 8 40 40 88 $ 15,128.00 4.4 Coordinate Lucidity Asset Management Data Input and Resulting Schedules 24 12 8 44 $ 8,864.00 4.4 Prepare Draft and Final Reports 40 44 20 104 $ 20,356.00 Task Total 0 88 204 148 0 0 0 440 $ 80,036.00 Total Labor Hours and Fee 4 190 318 476 20 4 8 1,020 $ 176,172.00 Reimbursable Direct Non -Salary Costs Mileage at current IRS rate $ 250.00 Reproduction Allowance $ 200.00 Total Reimbursable Expense $ 450.00 Total Estimated Budget $ 176,622.00 52 City of Tukwila Signal Assessment and Preventative Maintenance Program KPG Psomas, Inc. Scope of Work March 2024 PROJECT UNDERSTANDING: The purpose of this contract is to assess state of existing signal systems and provide guidelines for performance of operations and maintenance. Also, document presented in the final submittal, will be able to assist city personnel in detecting and correcting problems using a comprehensive, systematic approach and establish planning level costs for capital program budgeting purposes. A. ASSUMPTIONS: The following assumptions were made to establish a scope and budget for this project: • All work will take place within City of Tukwila Right -of -Way or dedicated easements. • Inventory and evaluation shall exclude signal operations, signal timing and coordination, RRFBs, flasher systems, junction boxes, wiring, conduit, landing areas adjacent to push buttons and the City maintenance equipment. • Assessment of signal and signal equipment might not necessarily be in presence of City staff - access to cabinets shall be coordinated with the Consultant. • The City will assist with all necessary coordination efforts with WSDOT and King County. The Consultant shall support the City with preparation of required materials. • No traffic analysis is included. • No signal operational analysis is included. • This project is not federally funded nor does the City plan on acquiring federal funds for this project. • King County is currently providing emergency on -call maintenance services on signal issues as they arise. This contract is providing the City with information required as an addition to maintain their existing system. B. INFORMATION PROVIDED BY THE CITY: The City of Tukwila will provide the following in aid of design: • Existing City utility record drawings or GIS. • Preferred product vendors/suppliers/material in a table format. • City shall provide access to controller cabinets and TMC. The following Scope of Work describes the effort required to complete the above -described project: SCOPE OF WORK Task 1 - Project Management The Consultant shall provide continuous project management and administration for the duration of the Project. (Estimate 10 months). • Hold project coordination meeting with the City to update progress. Assume five (5) meetings. • The Consultant shall provide monthly status reports and billings. Task 2 — Existing Information and Inventory Collection The Consultant shall collect baseline assessment on the condition of traffic signal equipment (estimated 68 signalized intersections), including baseline inventory of equipment for each intersection through meetings with the City staff, and 53 visual observations via Google Maps, identify non-functional and non-ADA compliant equipment, TMC (Traffic Management Center) system, including basic communication network and review past maintenance practices. Task 3 — Existing Signal Assessment and Evaluation The Consultant shall summarize findings and shall prepare "must do" list of equipment that needs updates and repairs. Associated costs for each category shall be estimated based on coordination with the local electrical equipment suppliers and provided in tabulated format. Task 4— Implementation and Upgrade Plan The Consultant shall develop baseline Traffic Signal Maintenance Plan, including signal TMC operations, signal operational and on -street equipment, develop preventive and responsive maintenance programs and checklists and associated budgets for personnel and equipment. Coordination with city staff regarding Lucidity Access Management system shall be developed as required. The Traffic Maintenance Plan maintenance costs shall also include other miscellaneous electrical equipment, such as illumination, RRFBs, flashers and fiber optic network, as lump sums only, to provide more accurate budget estimate. Deliverables: • Memorandum describing baseline existing signal inventory, existing maintenance operations, and description of past maintenance practices. • Memorandum describing the signal assessment and evaluation with the one evaluation categories for implementation as noted above. • Memorandum outlining guidelines and a preventative maintenance plan for City to implement over the next several years to preserve their signal operations, maintenance and TMC functionality. Included in this memorandum will be planning level costs for capital program budgeting purposes. 54 City of Tukwila Thomas McLeod, Mayor Public Works Department - Hari Ponnekanti, Director INFORMATIONAL MEMORANDUM TO: Transportation & Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director Garron Herdt, Fleet Superintendent BY: Tanya Taylor, Fleet Admin Coordinator CC: Mayor McLeod DATE: May 17, 2024 SUBJECT: Unit 2903 Purchase — TV Inspection Vehicle ISSUE Purchase replacement Video Inspection Vehicle new unit 2903 replacing unit 2900. BACKGROUND Unit 2900, a 2013 Cues Sewer Inspection TV van, was purchased in 2013 with 501 capital funds, splitting the cost equally between the contributed fund balance of Sewer (SE) and Surface Water (SW) for $190K. In 2015, additional camera equipment was purchased for $23K. Total vehicle value is $213,000. This was a new piece of equipment and new technology for the City in 2013 and has proven to be a valuable asset aiding in giving Sewer and Surface Water staff the ability to see inside infrastructure to address what could be unseen maintenance issues such as blockages, breaks or complete failure of the sewer and surface water elimination system. Additionally, the City's NPDES permit requires visual inspection of the entire system every 4 years. Approximately 5 years into the ownership of the equipment, after the manufacturer's warranty had expired, mechanical issues of the video inspection equipment and software began to surface. Subsequent years endured additional failures and equipment faults resulting in the unit being out of service more than available for service. Last year, crews even took the vehicle to Oregon for the manufacturer to repair. Currently, maintenance crews cannot even use the truck to complete daily tasks. Unit 2903 was budgeted as a replacement for unit 2900 in the 2023 budget for $250,000. Fleet and Sewer/Surface Water have found the best replacement unit from SWS Equipment using the Sourcewell purchasing consortium contracts which provide a 4% discount from list prices. Both departments contacted other jurisdictions currently using the SWS Equipment's TV van and have received positive feedback on its functionality and the company's support of their product. The current purchase packet is expected to be over budget by $188,254 due to inflation and normal manufacturer cost increases. The current quote is good for purchase this year. Purchasing in the next budget cycle would raise the price an expected 25% due to rising supplies costs. Fleet & Facility Services • 11210 Tukwila International Boulevard • Tukwila, WA 98168 • 206-431-0166 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 55 DISCUSSION & FISCAL IMPACT While the cost of the Unit is over budget, the Fleet Capital Budget has room to absorb the additional expense through savings this year. Cost Funding Unit 2903 $438,254 Budgeted Total $250,000 Remaining 2024 $531,972 Capital Budget Total $438,254 $647,972 RECOMMENDATION Approve the purchase of replacement unit 2903 in the amount of $438,254 and consider this item on the Consent Agenda at the June 3, 2024 meeting. Attachments: 2903 Platform Packet Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 56 Unit (s): 2903 TV VAN 2024 BUDGET PAGE390 COST SHARE 50/50 SEWER & SURF WATER FUNDS Vehicle Part # Qty Description Total Item Cost 2024 FORD E450 WITH 14' CARGO BOX AND CONVERSION 1 Base vehicle $397,887.00 SALES TAX $40,186.59 PW501651C-564000 BASE VEHICLE SUB TOTAL $438,073.59 PW501650-537003 1 GRAPHICS $50.00 1 FIRST AID KIT $50.00 1 FIRE EXTINGUISHER $50.00 1 BLOODBORNE PATH KIT $30.00 OUTFITTING TOTAL $180.00 In-house Outfitting Labor Cost Summary Base vehicle $438,073.59 Outfitting $180.00 Grand Total Capitalization $438,253.59 Budget $250,000.00 (Over) / Under Budget ($188,253.59) Outfitting Labor $0.00 Grand Total $438,253.59 Approvals NOTE: All items listed are based on proper outfitting of this particular make, model and year of vehicle. All prices are based on supplier's pricing at time of quote and is subject to change without notice. Fleet Superintendent Signature: Date: Ops Manager Signature: Date: Department Director's Signature: Date: Public Works Director's Signature: Finance Director's Signature: Date: CITY ADMINISTRATOR Signature: Date: 57 Printed: 4/12/2024 UN FT Il PURCHASE YEAR LEASE YEAR REPLACEMENT UNIT 2023 2fl2± 2023 2024 Variable Message Board 1430 30 3 s Variable Message Board 314-ton Pickup Quad Cab 2205 10752 10,752 Pickup 4x4, 0' bed wd IiftwIe Cargo Man_ Fiber Optic 2303 1D,752 1D,752 Pickup 4x4. 0' bed vd Ii' _=-_ 3'4-ton Pickup Quad Cab 2205 10_000 Pickup truck sander NEW:: Pavement breaker back:.oe attachment NEW 27.000 Asphalt Cutter NEW 30.000 Sweeper, Trailer -mounted SEWER 314-ton Pickup Superc.ab 2202 10,752 1D,752 Pickup;.; c' _, , .' 1=1_:'= SURFACE WATER 1-ton dump cab & c-assis 1220 = _ _ _ Flatbed w; crane Variable Message Board 1427 30 33C; Variable Message Board SeweriSurface Water (shared) Van. TV Ford E350 a^assis 2900 250,000 Va-,TV NEW UNIT e WATER 3314-ton pickup, rep coo 1270 10,752 10,752 F350 wi Iiftgate &taa6ox 1-112-tan Service Truck Ford F4r50 1291 10,752 10,752 1-1l2-tan SeruioeTruck, Fora F450 Variable Message Board 1426 30 ;D_ Variable Message Board FLEET Pickup 1237 5000 5,000 Pickup Heavy Duty mobile !ills (4) 0011 70 tip= Heavy Duty mobile lifer (2) PARKS MAINTENANCE 314-ton Dump 1240 10,504 10,500 Ford F350 Chassis XL1x2 114-TON PICKUP 125g 9,500 0,500 1;4-ton pickup Mower. Font mount raiary aiN fJ 1073 •. s :: s Mower. 72' 314 tan Pickup. Forc F260 6200 10,752 3.'4-ton Pickup 4x4 112-ton Pickup, Forc F160 6201 10,752 3.'4-Lon Pickup 4x4 COMMUNITY DEVIELOPMENTADLANNING Chevy Impala (Porn Car#1) 11s0 0,500 0,500 Ford Es€ape TIS Ford Wimistar Cargo Van 121g 7,500 7,500 Ford Transit Chevy Astro Carps Van 1223 7,000 7,000 Ford Explore - Lease Equity{Cash back on re.sale) Total by Year $ 982.000 (161,760) (124,340: $ 155.000 $ 214,986 $ 623,933 $ 1,096,906 $ 77'8,933 903 58 City of Tukwila 6200 Southcenter Blvd, Tukwila, WA 98188-2544 206-433-1800 VENDOR INFORMATION NAME SWS EQUIPMENT CONTACTOR RANDY TOUGH SALESPERSON STREET PO BOX 13040 ADDRESS PHONE NUMBER CITY/STATE/ZIP SPOKANE, WA 99213 EMAIL ADDRESS PURCHASE INFORMATION PURCHASE ORDER NUMBER PWFF2901-1 DATE 04/12/2024 The PO number is the three -character department code and today's date, in the following format: XXXMMDDYY XXX = Department Code (FIN, PWM, FIR, POL, etc...) MM = Month (01, 02, 11, etc...) DD = Day (01, 21,29, 30, etc...) YY= Year (14, 15, etc...) Example: Fora Fire PO created on June 1, 2014, the PO number would be: FIR060114 GENERAL LEDGER ACCOUNT PROJECT ACCOUNTING QUANTITY DESCRIPTION FUND DEPT BASUB ELEMENT OBJ SUB-OBJ PROJECT PHASE TASK SUB -TASK AMOUNT 1 2024 TV INSPECTION VAN PW 501 651C 564 00 00 $ 397,887.00 SE/SW SHARED UNIT 50/50 COST SHARE QUOTE RZOTQ7111-01 DATED 03/05/2024 NOTES 2024 BUDGET PAGE 393 - MACHINERY & EQUIPMENT SE/SW NEW UNIT # 2903 PLATFORM - $438,254 BUDGET - $250,000 OVER - $188,254 *" FUNDS USED FROM 501 FUND BALANCE. APPROVALS OTHER QUOTES VENDOR SOURCEWELL CONTRACT 120721-RVL QUOTE DATE VENDOR QUOTE DATE Subtotal Sales Tax TOTAL $ 397,887.00 40,186.59 $ 438,073.59 PURCHASER/ INITIATED BY DEPARTMENTAL APPROVAL EXECUTIVE APPROVAL (Required if more than $20,000.00) 59 SWS Equipment PO Box 13040 Spokane WA 99213 All Correspondence remit to: P.O. Box 13040, Spokane, WA 99213 QUOTE 509-533-9000 1-800-892-7831 F 509-533-1050 www.SWSequipment.com Quote To: City of Tukwila, WA - HD Mainline Pat Bradley 600 Minkler Blvd Tukwila WA 98188 Ship To: City of Tukwila - Fleet Maintenance Garron Herdt 11210 Tukwila International Blvd Tukwila WA 98168 Quote #: Date: Sales Rep: RZOTQ7111-01 03/05/24 Randy Tough FOB: Ship Via: Est. Ship Date: Terms: We are pleased to propose the following for your consideration Qty Description 1.0 VZ000700 E-450, 158" WB, 7.3L V8 Premium Rated Engine, 6-Speed Automatic Transmission with Overdrive w/ Tow -Haul Mode, includes; Remote Keyless Entry, 40-Gallon Fuel Tank, Grey Vinyl Seats and Flooring, Cruise Control, Power Group, Air Conditioning and AM/FM Stereo. RapidView LLC (Vendor) reserves the right to increase the price of vehicle chassis, trailers, and all -terrain vehicles in proportion to any increase of costs to the VENDOR between the date of acceptance of the order and the date of delivery (including without limitation costs relating to exchange rates, model year changes, manufacturer price increases, labor, materials, transport and taxes). 1.0 VZ000601 FRP Cargo 14', Box * Dim: 14'x8'x6'6", Chassis purchased separately, call for required chassis specifications. * Includes installation of box on approved chassis, * Dual swing open rear doors, * Side entry door, * Aluminum plank flooring for easy cleaning and higher traction 1.0 VZ000620 Inspection Conversion for 14' Commercial RapidView FRP Box or Trailer * Walk-thru design with partition wall and door. * Tinted glass viewing window in bulkhead wall. * 12v LED lighting. * Roof Air. * Rear back up camera. * Exterior shore power package with extension cord. * Auxiliary battery and charging system installed with generator and MEPs systems. FRONT OFFICE: * Carpeted walls in Studio. * Laminated base cabinetry. * Laminate countertops in studio. * Vibration resistant electronics cabinet with rear door access to outside of truck for easy installation and troubleshooting. Unit Price $47,452.26 $19,987.00 $26,563.00 Ext. Price $47,452.26 $19,987.00 $26,563.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 1 kf 10 Qty Description * Bench seat over generator. WORKSPACE: * Heavy-duty, 5 drawer toolbox. * Monitor mount in workspace for installing monitor ( monitor sold separately). * 14 Gallon pressurized wash down system. * Butcher block workbench. * Rugged FRP cabinets. * Closet with aluminum storage shelves. * Rugged FRP overhead cabinets with easy -open hardware. SAFETY: * Directional arrow board at rear. * Strobe light mounted on front roof. * LED side markers on Box. Unit Price Ext. Price 1.0 VZP000100 $7,963.00 $7,963.00 Generator Gas 5.5Kw, 120VAC 3.0 VZM000102 $809.00 $2,427.00 Monitor, 22" Widescreen 1.0 VZM000104 $295.00 $295.00 Monitor Mount - Double 2.0 VZ000712 $725.00 $1,450.00 Wall -Mount Electric Heater *Installed under desk in office. *Second heater installed in work area. 1.0 VZ000817 $3,784.00 $3,784.00 Powered Retractable Rear Canopy -Protects from Rain and Sun -Easy, Push Button Extension and Retraction 1.0 VZ000306 $2,092.00 $2,092.00 KW Reel cabinet, (W-22", L-39" & H-34"), with a slide out tray for the LISY Synchro drum and one locking drawer with a divider. All aluminum drawer construction. 1.0 VZFPB-4 Fiberglass Pole Bracket *** Lower support arm and 1 horizontal support with push on stays*** 1.0 V000021 Lowering Poles for Tractors * Includes fiberglass poles and adapter to lowering claws. SubTotal 1.0 V0494050 ORION 3.0 Zoom HD/SD Adaptive PAN & TILT CAMERA * Pan, Tilt and Zoom for 4" and up * May be used on tractor or pushrod * Auto-uprighting, LED Lighting and 33 kHz Transmitter for locate * High resolution and superior picture quality * Laser diameter, deformation, defect and object measurement (third party software required - not included) 1.0 V4004025 ORPHEUS HD Pan & Tilt Camera WITH TRANSMITTER $307.00 $307.00 $873.00 $873.00 $21,145.00 $113,193.26 $21,145.00 $34,145.00 $34,145.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 2 Z9f 10 Qty Description * Pan&Tilt, Zoom Camera of 6" pipelines * Full HD 1920x1080 Resolution, HD -SDI Standard (patent pending) * 160x Zoom (10x Optical, 16x Digital) * Pan -able zoom optics * High -power LED lighting with gap lighting * Intelligent Auto -Focus * Innovative HUD display * Includes installed 33hz transmitter 1.0 V9052009 T66.1 HD Camera Tractor * For use with HD camera cable/systems * For camera operation in pipelines 4" and larger * Zero turn radius, full steering with ATC (Automatic Tilt Compensation) * Incl. test adapter, tool set and lowering claw. * Includes 4", 6" and 8" wheelsets * REQUIRES Camera Connection (Sold Separately) 1.0 V9052021 Camera Connection Type 2-8 SD/HD for SD cameras and ORION 3 (SD or HD modes) * Solid front connector for camera on T66.1 HD or T66.1 * Accepts Standard Definition cameras (ORION, NANO) and the ORION 3 SD/HD Camera. * If used on a T66.1 HD the ORION 3 will operate in HD mode. 1.0 905244001 Camera Connection Type 2.1 HD for T66.1 HD * For connection of HD cameras * Standard straight connector for camera on T66.1 HD tractor 1.0 905211031 Additional Weight for T66 * For 6" and up * Light and heavy weights included *Additional weight = additional traction = greater distance Unit Price Ext. Price $12,966.00 $12,966.00 $2,176.00 $2,176.00 $1,730.00 $1,730.00 $750.00 $750.00 1.0 905253031 $335.00 $335.00 T66 Lowering Claw Used With Pole Adapter 1.0 905216291 $1,200.00 $1,200.00 High -Traction Tungsten Carbide Wheel Set 70 * For use with T66 & Panoramo 150 Tractors **For use In 125mm or 5" (T66) & 150mm or 6" (Panoramo 150) and up Pipe * Large Grit ((Uses Countersunk Screw 6001541))) 1.0 905215991 High -Traction Tungsten Carbide Wheels for 6" and up * For use with T66 and PANO 150 Tractors * Large Grit (((Uses Countersunk Screw 6001541))) 1.0 905216791 High -Traction Tungsten Carbide Wheels for 8" and up * For use with T66 for 8" and up * For use with PANO 150 Tractors for 10" and up. * Large Grit $1,395.00 $1,395.00 $1,590.00 $1,590.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 3 3c 10 Qty Description Unit Price Ext. Price **Comes With 12 Each, 6001562 M5x20 Countersunk Torx, 6001043 M5x25 Cheese Head and 6000081 A5.3 Flat Washers** 1.0 902211090 Pneumatic Wheels and Adapters for KRA65 / T66 Tractor Carriage ***Set of 4 with bolts and spacers*** (((Replacement Tire With Tube 4415370))) 1.0 905210191 Treaded Wheel Set 105 PUR Complete - Brown - **T66 & PAMORAMO 150 Only** *T66 Used In 6" / 150mm & Up Pipe* *PANORAMO 150 Used In 8" / 200mm & Up Pipe* (((Uses Replacement Tire P/N 905206342))) 1.0 905210991 Treaded Wheel Set 118 PUR Complete - Brown- **T66 & PANORAMO 150** *T66 Used In 8" / 200mm & Up Pipe* *PANORAMO 150 Used In 10" / 250mm & Up Pipe* (((Uses Replacement Tire P/N 900411042)) 1.0 V1971003 BS10X Vehicle Mounted Control - For operation of all camera and the tractor functions - For permanent installation in a vehicle in 19" technology - Separate keyboard surround with 2 joysticks, emergency stop, microphone for intercom - - Includes V0000189 on/off switch - Requires control monitor panel and monitor mount. - Requires PC for operation - HD, SD, LISY and PANORAMO operation - For use with KW505 and KW310 FO drums. $1,399.00 $1,399.00 $898.00 $898.00 $1,227.00 $1,227.00 $31,965.91 $31,965.91 1.0 RAM-2461U $39.66 $39.66 VESA 75 Mounting Plate With Ball - C Size 1.0 RAM-201U-B $46.55 $46.55 Double Socket Arm - C Size Short 1.0 RAM-TRACK-EXA-9BU $36.55 $36.55 9BU 9" Modulare Aluminum Black Tough Track 1.0 RAP-354U-TRA1 $34.31 $34.31 Track Ball With T-Bolt Attachment - C Size 1.0 10TS7M $637.89 $637.89 10 Inch Touch Screen 1.0 GV-N710D3-2GL $88.13 $88.13 Graphics Card With HDMI Output 1.0 V8029020 $36,823.00 $36,823.00 KW505 F02 4K Synchronized Power Cable Reel * Designed for use with 00/12 F02 X2 fiber optic cable required for PANORAMO 4K systems * Synchronized cable payout and retraction * Automatic level wind * Requires vehicle installation City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 4 tsf 10 Qty Description * Includes remote control pendant and LED boom light * Distance counter with rear display * Holds up to 2000' on 00/12 FO2 X2 fiber optic cable * Includes integrated tractor lowering winch and control 1.0 80071800 HD FO4 Camera Cable Type 00/12 * Required for HD Systems * 1000 feet of fiber optic cable * Requires KW505 HD/FO Cable Drum with v.8 board, and BS7 Controller * Older drums may require upgrade to use this cable. Please contact your representative for more information. 1.0 1.0 904350020 Cable Deflection Pulley KUV 2.7 with rope and holder (50ft of rope) 802617031 Cable Deflection Pulley KW305/505 *Attaches to the boom for off -manhole setups 1.0 900300130 Cable Deflection KUV3 *Upper manhole deflection unit *Protects cable during remote setups Unit Price Ext. Price $11,019.00 $11,019.00 $726.00 $726.00 $1,105.00 $1,105.00 $1,347.00 $1,347.00 1.0 802975001 $502.00 $502.00 Cable Cleaning Brush for KW305/310/505 *Attaches to drum boom and cleans cable during retrieval 1.0 800500841 $1,036.00 $1,036.00 KW Reel foot -operated winch switch (KW505, 310 and 305) *Control the lowering winch with foot to allow more control while lowering the tractor into the manhole 1.0 901601040 Pressure Test Set SubTotal 1.0 V0001017 19" Industrial PC These specifications or greater: * Ruggedized Rack Mount Cabinet * Intel Quad Core Processor * 16GBRAM * 256 GB Solid State Drive for Applications / OS * 2 TB Hard Drive for Data * DVD-R/CD-RW drive * Keyboard and Optical Mouse * Operating system Windows 10 Professional * 17" VGA LCD Monitor when purchased with vehicle conversion *** NO Video Capture Device Included (to be supplied by software vendor) 1.0 V4702467 VMC-C9 Full HD MPEG Encoder Card *Only sold for use with IKAS Evolution. If using a 3rd party software, please contact your software vendor. *Approval from Rex is needed before shipment* $508.00 $508.00 $5,958.00 $166,871.00 $5,958.00 $3,370.00 $3,370.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 5 of 10 Qty Description 1.0 VSP00200 IBAK EVOLUTION - VEHICLE Powerful database application for all types of inspections: including lateral launch, mainline, Panoramo, HD, laser scan and more. This software will allow you to capture video and images, and produce complete reports with defect identification and scoring. Data and videos can be exported for the customer to view the information. The software has an extensive list of expansion modules available to further its capabilities. * Basic sewer data projects - basic module type * Managed sewer objects: sections, manholes and laterals * Standard?compliant sewer data acquisition * Operation with task?related menus and dialogues * Assistant for condition data acquisition * Management of inspection projects with customer, project and job data * Management of sewer objects with master and condition data, photo and video data * Import and attribution of digital photos to condition data * Digital single image capture from linked videos * Data transfer assistant * License?free sewer MPEG player for data transfer (without an MPEG decoder) * Digital MPEG recording with: * Internal MPEG mobile encoder (Sensoray) * Configurable video overlay of master and condition data * Condition data acquisition synchronized with video recording * Single monitor display with: * Live video display * Switchover between the video picture and the IKAS dialogs * Also for Panoramo systems, Panoramo scanner control included * High performance MPEG encoder driver (requires Vitec) > MPEG format see encoder description * Job rule management! Any desired number of profiles can be managed. IKAS Evolution Full HD * Full HD performance MPEG encoder driver (requires Vitec HD) * Up to full HD video with MPEG4 AVC(H264) > Adjustable resolution > Software data overlay IKAS Evolution Laser Diameter Measurement * For IBAK laser cameras * During push rod operation for diameter estimation only with push cameras IKAS Evolution PACP & LACP Interface Extension 1.0 VSP00300 IKAS EVOLUTION - OFFICE Office support application to allow users to review and manage data, generate reports, and produce viewer disk for delivery. Several expansion extensions are available to allowing post field inspection coding and further analysis. * Basic sewer data projects - basic module type * Managed sewer objects: sections, manholes and laterals * Standard?compliant sewer data acquisition * Operation with task?related menus and dialogues * Assistant for condition data acquisition * Management of inspection projects with customer, project and job Unit Price $15,163.00 Ext. Price $15,163.00 $8,942.00 $8,942.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 6 C��# 10 Qty Description Unit Price data * Management of sewer objects with master and condition data, photo and video data * Import and attribution of digital photos to condition data * Digital single image capture from linked videos * Data transfer assistant * License?free sewer MPEG player for data transfer (without an MPEG decoder) - Import of videos with optional attribution to the inspection data - Condition data acquisition synchronized with video playback - Digital single image capture from video playback * No MPEG recording IKAS Evolution PACP & LACP Interface Extension 1.0 VS004521 SHAPE FILE IMPORT/EXPORT- IKAS EVOLUTION Data exchange in the ESRI ArcGIS Shape format for object parameters regarding section, manhole and laterals* -Primary keys must be available in the Shapes. - Export >Object geometry as Shape - User configuration of the object parameters that are to be exported (Alignment of the object data fields to the Shape file) - Import: > User configuration of the object parameters that are to be imported (Alignment of the Shape data fields to the IKAS/IKIS object fields) > load/save different field alignments * Depending on the data base configuration 2.0 VS004504 MAP VIEWER - IKAS EVOLUTION - Graphical display of the sewer network with manholes, sections and laterals from the coordinates of the sewer data according to the data interface - Interactive operation with links to the sewer and inspection data - Work progress indicator for graphical processing of the TV inspection - Display of pipe runs with inflection points - Site plans/background maps: - - Display in raster and vector format (DXF, TIF, JPG, PNG, BMP) -- Geo-referenced -- Fitting in of (scanned) background maps with 3 possible modes: 1. Aligning matching points; 2. Entering known co-ordinates; 3. Setting the scale and position of background maps -- Management of plan directories - Display configuration with GIS layer management - Per each IKAS Evolution workstation 1.0 VS004505 MAP EDITOR - IKAS EVOLUTION - Extends the Map Viewer with: - Graphical sewer network editing/digitizing functions - Digitization of sections, manholes and laterals > Includes run of sections (laterals) via inflection points - Shifting of manholes and pipe run inflection points - Setting parameter texts free - ...(without a run assistant!) Ext. Price $4,018.00 $4,018.00 $1,903.00 $3,806.00 $3,629.00 $3,629.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 7 76t 10 Qty Unit Price Ext. Price Description ** Map Viewer is required! ** 1.0 IKAS Evolution Support IKAS Evolution Support o Ongoing updates and support by phone or online via TeamViewer o First 6 months included with initial purchase o The service contract will automatically renew on January 1st of each subsequent calendar year. o Paid yearly upon renewal o Customer outside of contract will receive no updates and minimal support * Upon initial purchase, customer will be charged a pro -rated amount to include support for the current year, and until December 31 st of the following calendar year. SubTotal 1.0 Training - Equipment Training Standard (2) day training at customers location. * Includes review of operation and maintenance of supplied equipment. * Additional days of training can be added at $1250.00 per day. * Training is no charge at RapidView's facility in Rochester, Indiana. 1.0 V9049001 T76 HD TRACTOR * HD Version required for HD System operation * Mainline tractor for use in pipelines 5" and up * Zero turn radius, full steering with ATC (Automatic Tilt Compensation) * Includes lowering claw, toolset and 5"/6"/8"/10" wheelsets * T76 can be used as the chassis for the LISY 3.2 HD Extension * Requires a HD Camera Base module for normal mainline operations * Add the Remote Elevator (904116031) to help in larger pipelines 1.0 V9040013 HD Camera Base Module for T76/86 Tractor * Required for operation of T76/86 HD as mainline tractor * Includes 33kHz and 512Hz transmitters for location 1.0 904116031 Remote Elevator for T76/86 * Raises the camera to allow centering in pipeline * Lifts camera above water line in pipes with flow 1.0 900406690 Pneumatic Tires for T76/86 KRA75/85 PANORAMO and LISY (Grey) ***Comes with 8 - 6000510 (M6x75) & 8 - 6000412 (M6x35) Wheel Bolts and 8 - 6000082 (A6.4) Washers*** 1.0 904110390 Large Black Pneumatic Tires, Tubes and Rims (Set of 4) for T76/86/PANORAMO/LISY (Black) - 3.00-4 Comes with 6000082 x 8 (A6.4 Washer), 6001522 x 8 (M6x113) and 6000510 x 8 (M6x75) 1.0 900406691 High -Traction Tungsten Carbide Wheels for 8" and up »>Complete Set of 4 with bolts and washers«< $2,844.64 $3,500.00 $2,844.64 $47,730.64 $3,500.00 $22,870.00 $22,870.00 $6,417.00 $6,417.00 $7,499.00 $7,499.00 $1,381.00 $1,381.00 $1,417.00 $1,417.00 $1,479.00 $1,479.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 8 g?f10 Qty Description * For use with T76 / T86 / PANO2 Tractors * Large Grit * Uses Wheel Bolt 60000291 * Uses Flat Washer 6000082 1.0 900410891 T76 Treaded Wheelset for 12" and up (Brown/Hard) - For 16" and up on a T86 - For 12"and uponaT76 - For 10" and up on a T66 ***Uses Replacement Tire 900411742*** 1.0 904055000 Adapter 8 HD - 10 HD - For plug-in installation of IBAK ORION 3 - for Camera Connection CB 3.2 S HD - for Camera Connection CC 2.1 HD - for Camera Connection CC 4.1 HD - for Camera Connection CC 5.1 HD 1.0 802663201 KW 305 / 505 Boom Left Swing Bracket With Screws **Requires The Use Of Extended Cable & Protection** (Use 1.5 Meters of 4403716 & 4 Meters of 4403074 for Conversion) (REPLACES - " KW Left Swing Bracket") 1.0 Equip Change Flip BOTH Office and Work Area - To achieve having cable reel on passenger side - Removes ability to have side access door 1.0 Flip ONLY WORK AREA - To achieve having cable reel on passenger side - Requires custom cables to be manufactured to get the proper length Unit Price Ext. Price $1,618.00 $1,618.00 $2,176.00 $2,176.00 $485.10 $485.10 $3,500.00 $3,500.00 $4,750.00 $4,750.00 1.0 Pre Delivery Inspection Performed by SWS Tacoma $3,000.00 $3,000.00 - Assuming Customer Chooses to have Unit Delivered from the Factory 1.0 Freight from RapidView to Tacoma SWS $10,000.00 $10,000.00 - Assuming Customer Chooses to have Unit Delivered to SWS Tacoma 1.0 Project Managed by Randy Tough - Sourcewell Contract 120721-RVL Please contact me if I can be of further assistance. \.s 4'041U CLlAck, 11-k- Lotatct:k 1496 its VACQ A:6N/ Order Total $397,887.00 City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 9 10 QUOTE VALID FOR 10 DAYS PRICING IS SUBJECT TO CHANGE BASED ON CURRENT MATERIALS AND AVAILABILITY APPLICABLE SALES TAX NOT INCLUDED UNLESS OTHERWISE NOTATED - AMOUNT BASED ON FINAL INVOICE DATE ANY IMPLIED WARRANTY AS PER MANUFACTURER'S STANDARD WRITTEN WARRANTY PAYMENT DUE UPON COMPLETION OF WORK OR AS SPECIFIED ABOVE Due to a high level of uncertainty with regards to pricing changes from our vendors and the freight industry. the price and freight charges on this document may be adjusted prior to shipping. Signature: Printed Name: Date: City of Tukwila, WA - HD Mainline RZOTQ7111-01 Page 10 1QQf 10 70 TO: FROM: BY: CC: DATE: SUBJECT: City of Tukwila Public Works Department - Hari P nnck cnti, Director/City Engineer Thomas McLeod, Mayor INFORMATIONAL MEMORANDUM Transportation and Infrastructure Committee Hari Ponnekanti, Public Works Director Joshua Hopkins, Surface Water Project Manager Mayor Thomas McLeod May 7, 2024 Gilliam Creek Fish Barrier Removal and Habitat Enhancement Project No. 99830105, Contract No. 23-191 Amendment No. 2 Additional Design and Engineering Services ISSUE Approve amendment No. 2 to Contract No. 23-191 with Otak for additional design and engineering services. BACKGROUND The Gilliam Creek Fish Barrier Removal and Habitat Enhancement project was established as a City CIP project in 2019, it is a priority project with Water Resource Inventory (WRIA) 9 and the Salmon Recovery Fund Board. The goals of the project are to restore fish passage between Gilliam Creek and the Green River, enhance habitat, and maintain or improve flood protection and maintenance and operation of the tide gate system. ANALYSIS This contract amendment will include flood gate system assessment, preliminary flood study, habitat enhancement design development, and design and permitting services to stabilize erosion at the culvert inlet incurred this past winter. FISCAL IMPACT Otak has provided a cost estimate not to exceed $398,200.00 to perform additional engineering services. Total funding for contract 22-068/23-191 is $1,350,000.00. Otak Contract 22-068 (original) Otak Contract 23-191 * Amendment No. 2 Grants Total: Consultant $330,622.00 ($39,500.00) $398,200.00 $728,822.00 Budget $1,350,000.00 $1,350,000.00 * = Contract amount is the balance remaining in expired contract 22-068. Amendment No. 1 was a no cost time extension. RECOMMENDATION Council is being asked to approve Amendment No. 2 to Contract 23-191 with Otak for additional design and engineering services in the amount of $398,200 and to consider this item on the Consent Agenda at the June 3, 2024, Regular Council Meeting. Attachments: CIP 2023-2028, Pg 81 Otak Scope and LOE 71 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2023 to 2028 PROJECT: Gilliam Creek Fish Barrier Removal Project No. 99830105 DESCRIPTION: Construct fish passage improvements at existing flap gate and restore salmonid habitat; replace flap gate which may include a self-regulating tide gate or flood wall. JUSTIFICATION: Enable fish access to lower Gilliam Creek under wider range of flow conditions; fish barrier per WDFW and City; WRIA 9 salmon habitat project. STATUS: Analysis of lower Gilliam Creek is being conducted in 2018 to determine the best solution for fish passage and to address potential flooding. MAINT. IMPACT: Likely a shift in maintenance commitments with potential elimination of flapgate maintenance. COMMENT: In 2020, SRFB listed as Project of Concern, WRIA pulling funding from this cycle; BA Fish Barrier Board - scored 63 of 94; outcomes yet to be determined; $100K allocated in CWM via WRIA 9. FINANCIAL Through Estimated (in $000's) 2021 2022 2023 2024 2025 2026 2027 2028 BEYOND TOTAL EXPENSES Design 60 150 600 650 1,460 Land (R/W) 0 Monitoring 0 Const. Mgmt. 1,000 1000 Construction 7,500 7,500 TOTAL EXPENSES 60 150 600 650 8,500 - - 0 0 9,960 FUND SOURCES Awarded Grant 150 325 375 850 Proposed Grant 275 275 6,800 - 7,350 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 60 0 0 0 1700 - - 0 0 1,760 TOTAL SOURCES 60 150 600 650 8,500 - 0 0 0 9,960 Project Location 2023 - 2028 Capital Improvement Program 72 City of Tukwila 6200 Southcenter Boulevard, Tukwila WA 98188 Agreement Number: CONTRACT FOR SERVICES Amendment # 2 Between the City of Tukwila and Otak, Inc. That portion of Contract No. 23-191 between the City of Tukwila and Otak, Inc. is hereby amended as follows: Section 2: Scope of Services. Work under this contract shall be amended to include reimbursement for direct expenses and costs associated with the additional contract scope of services as described in Exhibit A, attached. Section 4: Payment. Payment is hereby changed to include an additional $398,200.00 for this additional scope of services. See Exhibit A. The maximum amount payable under this contract as amended inclusive of all fees and other costs shall not exceed $437,700.00 without express written modifications of the Agreement signed by the City. All other provisions of the contract shall remain in full force and effect. Dated this day of , 20 CA Reviewed May 2020 73 Page 1 of 2 City of Tukwila 6200 Southcenter Boulevard, Tukwila WA 98188 Agreement Number: ** City signatures to be obtained by ** Contractor signature to be obtained by City Clerk's Staff ONLY. ** sponsor staff. ** CITY OF TUKWILA CONTRACTOR: Thomas McLeod, Mayor ATTEST/AUTHENTICATED: Andy Youn, City Clerk APPROVED AS TO FORM: Office of the City Attorney By: tZALUO,X highla„... Printed Name: Rvsse t1 G•isi4sK Title: PV` %Ae. t Oh % CA Reviewed May 2020 Page 2 of 2 74 EXHIBIT A SCOPE OF WORK DESIGN/ENGINEERING SERVICES City of Tukwila Gilliam Creek Fish Barrier Removal and Habitat Enhancement Project OTAK Project No. 20610.002 AMENDMENT NO. 2 May 2024 Introduction and Background The City has received initial feedback from project stakeholders and has applied for additional grant funds for implementation of the project. The City will continue with stakeholder coordination and providing information to the public regarding the project progress. There are technical elements of the conceptual design that require further analysis to determine feasibility and the preferred approach. During conceptual design for the existing culvert replacement, significant erosion has occurred during storm events around the existing culvert inlet. The existing culvert inlet requires stabilization measures to withstand further storm events and protect the roadway embankment prior to implementation of the future culvert replacement project. This scope provides additional consultant services for the following: • Preliminary Existing Conditions Hydraulic Modeling to develop baseline for study of flooding • Project Planning Workshops with the City • Final Design of Erosion Repair for Existing Culvert Inlet The Scope of Services is described in detail in the following sections. SCOPE AND BUDGET MODIFICATIONS 1.0 Project Management and Coordination 1.1 Coordination with City The scope for this task is increased to provide project management and coordination for an extended project schedule per Task 1 Assumptions below. This includes additional services for regular status update meetings with the City, project management, and preparation of status reports. Otak — Scope of Work 75 1.4 Project Monitoring and Reporting The scope for this task is increased to provide project management monitoring and reporting for an extended project schedule through the end of 2024. Project monitoring and reporting will include the coordination of design team members, internal project scheduling, and the preparation of a monthly progress report and a monthly billing statement. TASK 1 DELIVERABLES • Bi-weekly project reports submitted to the City by email (electronic PDF file format) • Monthly progress report and monthly invoice (electronic PDF file format) TASK 1 ASSUMPTIONS • The duration for this phase of the project is assumed not to extend beyond June 30, 2025. NEW SCOPE TASKS 4.0 Topographic Survey and Basemap 4.1 Supplemental Topographic Surveying and Mapping of Culvert Inlet Erosion Otak previously provided topographic survey of the project area under a separate contract in 2022. After the initial survey, significant erosion occurred around the inlet of the Gilliam Creek culvert at 66t" Ave. S. Under this contract, Otak will provide supplemental topographic survey and will update the electronic basemap to reflect the current conditions around the culvert inlet. The extents of supplemental survey to capture the recent scour are estimated at 20-feet to the west, 30-feet to the north and south, and 30-feet to the east of the existing culvert inlet. The topographic survey requirements include the following: ■ Vertical Datum: NAVD 88 ■ Horizontal Datum: State Plane Coordinates (Washington North Zone, NAD 83/91 adjustment) ■ Contours at a maximum interval of 1' ■ TIN surface ■ Surface features: ■ Top/Toe of slopes ■ Channel thalweg ■ Top of bank ■ Toe of bank ■ Culvert invert elevations ■ Vegetation including trees, shrubs, fallen trees in stream over 8-inches in diameter ■ Boulders or rocks in the stream greater than 12" across ■ Rock scour protection limits in place around culvert inlet Mapping shall be consistent with City of Tukwila Infrastructure Design and Construction standards. TASK 4 DELIVERABLES ■ Updated Topographic Base Map (Scale 1" = 20 feet) with one -foot contour intervals (AutoCAD DWG file format) Otak — Scope of Work 76 TASK 4 ASSUMPTIONS • Traffic control will not be required for culvert inlet supplemental survey which is outside of the roadway. • If required, the City will obtain right -of -entry for the parcels for the area of survey. 5.5 Gilliam Creek Flap Gate Replacement Preliminary Flood Study - Existing Conditions Under this task, the preliminary existing conditions model will be developed to estimate the baseline for existing flooding in the Southcenter area. It is expected the final flood study for basis of design for the Gilliam Creek project will be added under a contract amendment. The preliminary existing conditions hydraulic model will be based on the unsteady HEC-RAS hydraulic model of the study area developed in 2015 for the first phase of the levee accreditation process (developed by Northwest Hydraulic Consultants [NHC]). The portion of the NHC model associated with the project covers roughly 1,150 acres from 1-5 on the west to the Green River on the east and from 1-405 on the north to about 1,500 feet north of S 200th St on the south. The storm and surface water system in the Southcenter area is complex and includes Tukwila Pond, P17 Pond, closed pipes, open channels, slide gates, flap gates, three publicly operated stormwater pump stations, and outfalls to both the Green River and Gilliam Creek, which will be simulated in the preliminary existing conditions model. Under this task, Otak will provide the following services: • Conduct desktop analysis of hydrologic and hydraulic information available in the NHC model, City GIS, and system operation manuals to identify re -usable information and data needs. • Convert NHC unsteady 1 D HEC-RAS model to HSPF-SWMM • Survey up to 10 critical inverts if needed and update model with that information • Calibrate HSPF-SWMMM at existing Gilliam flapgate to represent impact of existing gate on flow backup in Giliam Creek • Calibrate HSPF-SWMM model with 1 D HEC-RAS model by checking result at up to 5 critical nodes (with one being just upstream of the existing 108" diameter pipe) by o Comparing plots of water surface elevation over a sample year o Compare plots of water surface elevations for 3 peak event hydrographs o Prepare 3 simple GIS figures of the Southcenter mall area showing locations of flooding for the three peak events to obtain confirmation from City staff that the flooding conditions are similar to what has been observed in the field • Attend three meetings with City maintenance staff to review results of existing flooding conditions and to discuss the existing manual slide gate configuration that will be simulated in the model. • Prepare a memorandum that documents issues encountered while converting the model prepared by others, assumptions and methodology used for developing and calibrating the existing conditions model. The memo will also recommend the next steps for advancing the flood study work in support of the Gilliam Creek Fish Barrier Removal and Habitat Enhancement project including listing considerations, limiting factors and opportunities for modification of Southcenter drainage features or the Gilliam Creek flood gate that are identified while preparing the preliminary existing conditions model. TASK 5.5 DELIVERABLES • Preliminary Gilliam Creek Flap Gate Replacement Flood Study — Existing Conditions Memorandum (Draft and Final, electronic PDF file format) • HSPF-SWMM Electronic Model Otak — Scope of Work 77 TASK 5.5 ASSUMPTIONS • Hydraulic modeling of solution alternatives and proposed conditions will be completed in a future phase of work 6.3 Flood Gate System Assessment 6.3.1 Feasibility Study Otak will identify a subconsultant with expertise in hydraulically powered gates. Through discussions with the subconsultant and online research Otak will identify and evaluate available flood -gate systems and technologies that could be applied for flood protection and fish passage at the Gilliam Creek site. Otak will reach out to up to five flood -gate system manufacturers via email with conceptual drawings and follow up with a phone call to discuss the applicability of their product and obtain cost information. Otak will evaluate and compare between the different gate systems including the side -hinge tide gate technology currently proposed in the Alternatives Analysis based on criteria such as technical feasibility to provide flood protection and fish passage, operations, cost and maintenance among others. Evaluation and comparison of the gate systems will be in coordination with the subconsultant. Otak will conduct up to two meetings with the City to review findings and a memo will be prepared to summarize the findings on feasible gate technologies. When a subconsultant is identified to be added to the project team and approved by the City, a request will be made to utilize management reserve funds for advancing the study with a subconsultant partner. TASK 6.3 DELIVERABLES • Flood Gate System Feasibility- Preliminary Memorandum of Findings (Outline and Draft, electronic Word .docx file format) 7.2 Culvert Inlet Erosion Repair Geotechnical Design Review A geotechnical subconsultant, HWA GeoSciences (HWA), will provide consultation to the design team including reviewing the plans and specifications. HWA will conduct a review of the plans at the 60% design level and a review of the plans and specifications at the 90% design level. TASK 7.2 DELIVERABLES • Comments on 60% Design Plans (electronic pdf) • Comments on 90% Design Plans (electronic pdf) • Comments on 90% Specifications (electronic pdf) 9.3 Project Planning Workshops 9.3.1 Kickoff and Ongoing Coordination The Otak Team will kick off the project with the City team and provide ongoing coordination during the collaborative study process. Subtasks will include: • Kick off meeting to discuss the overall purpose of this phase of collaborative study, study timeline, and desired outcomes, and to confirm all products to be delivered. • Prepare a task work plan and schedule. Otak — Scope of Work 78 TASK 9.3.1 DELIVERABLES: • Kick -Off Meeting Agendas and Notes • Work Plan/Schedule for this Task • File Sharing Internet Site Maintenance • Summary of Relevant Background Information/Data to Guide the Collaborative Study Process 9.3.2 Collaborative Workshops/Study Sessions with City Staff (and Others as May Be Directed by City) The Otak Team will facilitate up to four two-hour collaborative workshops/study sessions with City staff and potentially involving other interests (subject matter experts, agency representatives, potential partners, tribes, and other interests) as directed by the City. For these workshop sessions, the Otak team will use collaborative interactive tools, such as in -person workshop facilitation/facilitated activities, as well as online programs such as Mentimeter and/or Mural to gather input and ideas. We will prepare agendas, presentations, hand-outs, and other materials for the workshops. We will carefully document discussions, decisions, and outcomes of each session. Following is a general description of the potential focus of each workshop session: Workshop 1: Framework for Evaluating Habitat Enhancement Based on Considerations, Limitations and Opportunities at Project Site The goal of this workshop is to build a framework for evaluation of habitat uplift based on considerations, limitations and opportunities at the project site. The framework will be based on the following studies and guiding documents, which will be reviewed by Otak • WRIA 9 Salmon Habitat Plan • WRIA 9 2021 Habitat Plan Update • King County Juvenile Chinook Use of Non -natal Tributaries in the Lower Green River Study • Lower Green River Corridor Flood Hazard Management Plan and levy upgrade planning documents • Juvenile Chinook Salmon Effectiveness Monitoring of Duwamish Shallow Water Restoration Sites • Lower Green River Corridor Flood Hazard Management Plan PEIS • Meta -analysis of Project Effectiveness Monitoring in Rivers within King County (2013-2019) • Scope Comments by the City Project Manager regarding natural debris loading in the stream system and the categories of habitat at the site: o (1) Confluence habitat o (2) Passage/Habitat Structure o (3) Upstream Habitat. The discussion will identify the decision criteria for making the project successful based on the framework developed. Workshop 2: Vision and Concepts —Based on the framework and decision criteria from Workshop 1, the team will collaborate on developing a vision statement and thoughts about initial concepts/options for design and further study. Workshop 3: Draft Concepts Review/Refinement—Otak will present a set of potential concepts based on discussion in Workshop 2 and then this workshop session will focus on review and refinement of the concepts for initial analysis. Otak will conduct initial analysis comparing the options to the criteria and bring that back to Workshop 4. Workshop 4: Preferred Path Ahead/Preferred Solution—Otak will present the initial analysis of concepts and the team will discuss the preferred option/preferred path ahead (could be a hybrid of options) to further analyze and illustrate. The team will discuss and define deliverables for development by Otak under other project tasks such as Task 6.0 Alternatives Analysis, Task 9.2 Agency and Stakeholder Coordination, and Task 9.4 Public Engagement Support. Future deliverables to be defined through the collaborative workshops are anticipated to include: Otak — Scope of Work 79 o Visualization graphics (2-D and 3-D renderings) o Habitat Enhancement Considerations, Limitations and Opportunities Study o Habitat Enhancement Schematic Design Figures o Flood Gate System Technology Alternatives Assessment(based on workshops and Task 6.3) o GIS-based Storymap or other materials for website posting TASK 9.3.2 DELIVERABLES: • Workshop Agendas • Workshop Hand -Outs and Presentation Materials • Project Vision Statement • Project Goals, Performance Measures, and Decision Criteria • Up to three separate concepts for evaluation (illustrated and described conceptually) • Evaluation matrix results • Memorandum documenting decisions around the preferred direction/preferred solution and a list of deliverables for the next phase of work. 10.0 Culvert Inlet Erosion Repair Final Design 10.1 Final Design 10.1.1 30% Plans and Engineer's Estimate and Basis of Design Memo Otak will prepare conceptual plans that include the site layout and section details of the proposed erosion repair design. The 30-percent design will include the cover sheet, plan and profile, and typical cross sections. We assume that the concept plans will be prepared at the same scale as the final design plans. Included in the 30- percent design submittal will be a preliminary engineer's cost estimate. Otak will prepare a Basis of Design Memo describing the need to repair scour protection measures around the inlet of the existing culvert to minimize impacts to the environment, infrastructure and O&M safety. The memo will also i potential habitat enhancement measures that may be implemented with the erosion repair that could be considered incremental improvements contributing to the future long-term restoration project plans at the Gilliam Creek site. TASK 10.1.1 DELIVERABLES • 30-percent Design Plans (electronic pdf) • Engineer's Cost Estimate (electronic pdf) • Basis of Design Memo (electronic pdf) Thtj10.1.2 60% Construction Documents Otak will prepare an engineering design and plan set based on the 30-percent plans to a scale and layout appropriate for a construction plan set, address comments from the City's review of the 30-percent design, and revise the plans to represent a 60-percent level of detail. Accompanying the 60-percent plans will be a list of anticipated special provisions and an updated Engineer's cost estimate. The following is a preliminary drawing list: 1. Cover Sheet 2. Legend, Notes, and Abbreviations Otak — Scope of Work 80 3. Survey Control and Existing Condition Plan, Scale 1" = 20' 4. Temporary Erosion and Sediment Control and Stream Bypass Plan, Scale 1" = 10' 5. Stream Stabilization Plan and Profile, Scale 1" = 10' 6. Channel Cross Sections, Scale Varies 7. Stream Stabilization Details, Scale Varies 8. Construction Staging Plan and Details (if necessary), Scale Varies TASK 10.1.2 DELIVERABLES • 60% Design Plans (electronic pdf) • List of Special Provisions (electronic pdf) • Engineer's Construction Cost Estimate (electronic pdf) 10.1.3 90% Construction Documents Otak will advance plans developed at the 60% level and prepare 90% level plans for the inlet erosion repair. The 60% construction review comments will be addressed in the 90% plans, and comment responses will be prepared for the 60% review comments. TASK 10.1.3 DELIVERABLES • 90% Design Plans (electronic pdf) • 90% Special Provisions and Project Manual (electronic .doc and .pdf) • Engineer's Construction Cost Estimate (electronic pdf) 10.1.4 100% Construction Documents Otak will address the City's comments from the 90-percent design and the final design submittal will include ad - ready construction drawings, a final Engineer's cost estimate and project specifications including the bid schedule. TASK 10.1.3 DELIVERABLES • Final Design Plans (electronic pdf) • Special Provisions (Divisions 1-9) and Project Manual (electronic .doc and .pdf) • Engineer's Construction Cost Estimate/Bid Schedule (electronic pdf) TASK 10.1 ASSUMPTIONS • The design concept identified as the preferred alternative in the inlet erosion assessment memo (prepared under separate contract) will be the design carried forward to the 30-percent design level with minimal changes. • Special Provisions will be based on the 2024 (or current) edition of the WSDOT Standard Specifications with the APWA supplement, current amendments, and City requirements. • The City will provide a set of current City General Special Provisions and City standard contract and bid forms to be used for preparation of the Project Manual. Otak — Scope of Work 81 10.2 Permitting for Inlet Erosion Repair 10.2.1 Pre -Application Meeting, Agency Meetings, and Permit Facilitation During preparation of permit applications and support documentation, Otak will organize and conduct a pre - application field meeting with all applicable City, State, and Federal resource and regulatory agency representatives necessary to assure that they have a solid understanding of the existing and proposed conditions for the project prior to receiving the JARPA package. Participants in the pre -application field meeting are anticipated to include agency staff from WDFW, Army Corps, City of Tukwila, relevant tribal biologists, and potentially WRIA 9 technical staff such as Chris Gregersen. After permit applications are submitted, Otak will coordinate with City staff to respond to comments, provide additional clarification, and assist with shepherding the permits through the process efficiently. TASK 10.2.1 ASSUMPTIONS: • A single pre -application field meeting, not to exceed two hours in duration, will be conducted under this task. Hours also include time for responding to agency comments following the meeting and preparing meeting minutes. 10.2.2 JARPA Form and Figures Otak will prepare a JARPA form and figure set for the project when the project reaches a 60-percent design stage. The JARPA and Wetland and Stream Report will be used to apply for and support a Washington State Department of Fish and Wildlife (WDFW) Hydraulic Project Approval (HPA). The JARPA and the Biological Evaluation will be used to obtain a Department of the Army (Section 404) Nationwide permit from the Corps of Engineers. Otak will review the Department of Archaeology and Historic Preservation's web database for known cultural or historical sites to support the application. A formal cultural resources report will not be prepared. TASK 10.2.2 ASSUMPTIONS: • The project will be permitted by the Army Corps of Engineers under one of the Nationwide Permits available (e.g., NWP #13). • The project will not require offsite compensatory wetland or stream mitigation. The project is intended to be self -mitigating through restoration of a native riparian plant community above the bank armoring. • The project will not require an individual Section 401 Water Quality Certification from Washington State Department of Ecology. • A Cultural Resources report, will not be required. • The City will pay for all required permit fees. 10.2.3 ESA Compliance Documentation Documentation necessary for compliance with the provisions of the Endangered Species Act will be prepared during preparation of and in coordination with the 60-percent design level plans. Otak will prepare a Biological Evaluation (BE) for the project per the USACE format. A BE will be prepared for the USACE's informal consultation with the National Marine Fisheries Services (NMFS) and US Fish and Wildlife Service (USFWS) for project impacts to ESA -listed species. Informal consultation with NMFS and USFWS is anticipated for this project because the stream and riparian impacts from the bank stabilization will be characterized as pre-existing as a result of previous stabilization efforts, and therefore will be considered not likely to adversely affect (NLAA) ESA listed species or their critical habitats. If agencies disagree with a NLAA effects determination then a biological assessment will need to be prepared under a separate scope of work for formal consultation with USFWS and NMFS. The BE will be submitted as part of the JARPA package for the 404/401 permit application to the USAGE. Otak — Scope of Work 82 TASK 10.2.3 ASSUMPTIONS • The project will result in a May Affect, Not Likely to Adversely Affect (NLAA) determination for ESA -listed fish species and designated critical habitat that may occur in the project action area. The project will result is No Effects determination for all other listed species occurring in King County. o As such, the project will not undergo formal consultation with the National Marine Fisheries Service and the U.S. Fish and Wildlife Service (the Services). o The USACE and Services will concur that due to the eroding slope and erosion, previous bank armoring and slumping, and proposed bioengineered bank stabilization design, the project will have insignificant or discountable effects to designated critical habitat for Chinook salmon (Gilliam Creek). o Work area isolation and fish removal will be required. Fish removal will be conducted using herding methods and nets rather than handling (e.g., trapping and relocating). o The project will achieve ESA compliance utilizing the USACE Abbreviated Biological Evaluation for Informal ESA Consultation, or similar format. TASK 10.2.3 DELIVERABLES • Draft Biological Evaluation and one (1) electronic file (PDF format) • Final Biological Evaluation and one (1) electronic file (PDF format) 10.2.4 Prepare Shoreline Permit Exemption Application The project will require compliance with the City's critical areas (e.g., wetlands, streams and their buffers) regulations at TMC 18.45.100 (Watercourse Designations, Rating and Buffers), 18.45.150 (Fish and Wildlife Habitat Conservation Areas Designation, Mapping, Uses and Standards), floodplains, and shorelines per TMC 18.44 (Shoreline Overlay). Part of the project area is located within shoreline designation. Otak will complete a pre -application conference request with City staff in addition to the site meeting under Task 10.2.1, and the shoreline permit exemption application. The project is expected to be considered normal repair of existing structures/developments including repair of damage caused by elements (e.g., precipitation and stream flows). ASSUMPTIONS -Project will qualify for the Shoreline Permit Exemption. No net loss of shoreline ecological functions will still need to be achieved in accordance with the requirements of the Shoreline Exemption. Stabilizing the eroding bank and replating with native plants is expected to provide adequate mitigation for the proposed bank armoring. DELIVERABLES -Shoreline Exemption Application -Floodplain Permit Application 10.2.5 SEPA Compliance The project will require compliance with the State Environmental Policy Act (SEPA). Otak will prepare a SEPA checklist for the project, with vicinity map and simple plan view appropriate for the general public, and will submit the checklist to the City for environmental review as the lead agency in the SEPA process. ASSUMPTIONS The proposed project will result in a Determination of Non -Significance (DNS). Preparation of a SEPA EIS is not included in this scope. DELIVERABLES Draft and Final SEPA checklist with vicinity map and site plan, submitted to the City. Otak — Scope of Work 83 10.2.6 Prepare Critical Areas Report A Critical Areas Report (CAR) will be prepared for the permit applications to local, state, and federal agencies. The Wetland and Stream Delineation Report prepared under the previous scope of work will be amended to include a project description, impacts assessment, and proposed restoration of temporary impacts to result in no net loss of shoreline ecological functions. ASSUMPTIONS -Onsite restoration of temporary impacts using native plants will be adequate mitigation for project impacts to Gilliam Creek. DELIVERABLES -Draft and Final Critical Ares Report (PDF) Management Reserve If directed by the City, consultant will provide services needed to assist the City for unforeseen tasks related to this project that were not specifically addressed in this scope of work. When requested by the City, the consultant will provide a scope and budget for the task identified by the City. The consultant will not proceed with the task until written authorization has been provided by the City. The allotted amount for this task is $30, 000.00. Direct Expenses Direct expenses to be submitted for reimbursement include: • Mileage/Travel for site investigations and meetings • Other Misc. Expenses Otak — Scope of Work 84 Otak Exhibit B City of Tukwila - Gilliam Creek Fish Barrier Removal and Habitat Enhancement Fee Estimate - AMENDMENT NO. 2 Otak Project #020610.002 5/7/2024 WATER & NATURAL RESOURCES ENGINEERING ENVIRONMENTAL SCIENCES STRUCTURAL TRANSP & INFRASTRUCTURE PLANNING & LANDSCAPE SURVEY ADMIN Task Description Sr. PIC/Sr. PM Civil Civil Engineer X Civil Engineer X Civil Engineer VI Civil Engineer VII Engineering Designer IV Scientist VI (Hydrologist) Scientist VI Scientist II Civil Engineer X Civil Engineer X Engineering Tech IV Sr. PIC/Sr. PM LA/Mst Pin Landscape Architect IV Planner IV Professional Land Surveyor V Survey Crew Chief II Survey Field Tech III OfficeSurvey Tech IV Graphics Specialist Project Coord I Otak Total Hours Otak Budget by Sub -Task Sub - HWA Geosciences Total Budget By Task SCOPE AND BUDGET MODIFICATIONS 1 Project Management and Coordination $45,776.00 1.1 Coordination with City 4 80 80 20 184 $36,076.00 1.4 Project Monitoring and Reporting 20 40 60 $9,700.00 NEW SCOPE TASKS 4 Topographic Survey and Basemap $4,184.00 4 1 Supplemental Topographic Surveying and Mapping of Culvert Inlet Erosion 2 2 12 12 6 34 $4,184.00 5 Hydrology and Hydraulics $94,120.00 5.5 Gilliam Creek Flap Gate Replacement Preliminary Flood Study- Existing Conditions 12 20 32 140 80 170 2 8 8 4 492 $94,120.00 6 Altematives Analysis 6.3 Flood Gate System Assessment $23,540.00 6.3.1 Feasibility Study 2 20 60 40 12 134 $23,540.00 7 Geotechnical Services $4,915.00 7 2 Culvert Inlet Erosion Repair Geotechnical Design Review 1 4 5 $915.00 $4,000.00 9 Engagement with City Staff and Others 9.3 Project Planning Workshops $68,498.00 9.3.1 Kickoff and Ongoing Coordination 8 12 12 14 24 70 $13,668.00 9 3 2 Collaborative Workshops/Study Sessions with City Staff 8 32 50 20 16 24 30 80 24 16 300 $54,830.00 10 Culvert Inlet Erosion Repair Final Design 10.1 Final Design $93,436.00 10.1.1 30% Plans and Engineer's Estimate and Memo 8 36 80 6 8 4 30 164 $26,286.00 10.1.2 60% Design and Construction Documents 12 40 50 6 8 16 32 152 $25,810.00 10.1.3 90% Design and Construction Documents 16 50 80 8 16 24 178 $29,806.00 10.1.4 100% Construction Documents 10 32 20 8 60 $11,534.00 10.2 Permitting $33,195.00 10.2.1 Agency Meeting and Coordination 1 2 12 4 18 $3,533.00 10.2.2 Prepare JARPA Form and Figures 4 20 24 12 30 86 $13,518.00 10.2.3 ESA Compliance Documentation 16 40 56 $8,072.00 10.2.4 Shoreline Permit Exemption 8 24 32 $4,512.00 10.2.5 SEPA Compliance 8 16 24 $3,560.00 Total Hours 26 232 32 528 80 314 170 72 114 24 16 40 40 138 104 4 20 20 10 24 76 2,049 Current Billing Rate $344.00 $231.00 $231.00 $171.00 $183.00 $130.00 207.00 207.00 119.00 $231.00 $231.00 $116.00 $312.00 $144.00 $167.00 241.00 120.00 91.00 138.00 126.00 127.00 Total Labor Cost $8,944.00 $53,592.00 $7,392.00 $90,288.00 $14,640.00 $40,820.00 $35,190.00 $14,904.00 $13,566.00 $5,544.00 $3,696.00 $4,640.00 $12,480.00 $19,872.00 $17,368.00 $964.00 $2,400.00 $1,820.00 $1,380.00 $3,024.00 $9,652.00 $363,664.00 $30,000.00 $500.00 $4,000.00 $367,664.00 $30,000.00 $500.00 100 Management Reserve 050 Direct Expenses Project Total $398,200.00 Notes: (1) Billing rates may vary based on the actual staff performing the work. (ROUNDED) O:\PROJECT\20600\20610\08 Corporate \ Contracts \Scoping\20610.002 Amend 2\GCFBR_LOE_AMEND 2_Rev3 85 Page 1 of 1 5/7/2024 86 TO: FROM: BY: CC: DATE: SUBJECT: City of Tukwila Public Works Department - Hari P nnck cnti, Director/City Engineer Thomas McLeod, Mayor INFORMATIONAL MEMORANDUM Transportation and Infrastructure Committee Hari Ponnekanti, Public Works Director Joshua Hopkins, Surface Water Project Manager Mayor Thomas McLeod May 7, 2024 S. 131St Street Drainage Improvement Project Project No. 9161204, Contract No. 22-102 Amendment No. 3 Additional Engineering Services ISSUE Approve amendment No. 3 to Contract No. 22-102 with Pace Engineers for additional engineering services. BACKGROUND The S 131 st Drainage Improvement Project goal is to address flooding of roadway and adjacent properties, and to address issues that contribute to flooding, water quality concerns, barriers to fish movement and habitat degradation. Amendment No. 3 includes additional engineering services to address residual flooding not addressed by the original scope of work. After completing 30% design, hydraulic modeling depicted residual flooding persisting on public ROW and private property along S 131 st PI. ANALYSIS This contract amendment will include survey, critical area delineation, hydraulic analysis, and preliminary design feasibility for a larger area - upstream and downstream of flooding on S 131st PI. Pace Engineers will develop analysis and preliminary feasibility to increase conveyance capacity to resolve flooding to ROW and private property. This information will be used to determine the scope and level of effort for design development and funding needs in a subsequent phase of work. FISCAL IMPACT Pace Engineers has provided a cost estimate not to exceed $139,733.00 to perform additional engineering services. Total funding for contract 22-102 is $587,681.00. Pace Design Contract Amendment No. 1 & 2 Amendment No. 3 Grants Utility Revenue Consultant $371,610.00 $19,880.00 $139,733.00 Total: $531,223.00 Budget $276,681.00 $311,000.00 $587,681.00 RECOMMENDATION Council is being asked to approve Amendment No. 3 to Contract 22-102 with Pace Engineers for additional engineering services in the amount of $139,733 and to consider this item on the Consent Agenda at the June 3, 2024, Regular Council Meeting. Attachments: CIP 2023-2028, Pg 85 Pace Scope and LOE 87 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2023 to 2028 PROJECT: S 131st Place Drainage Improvements Project No. 91641204 DESCRIPTION: Design and replace an existing 36" culvert under S. 131st PI. Raise the roadway approximately 18" and/or provide a concrete wall or other means to keep Southgate Creek within its banks during storm events. JUSTIFICATION: Southgate Creek overtops its bank several times per year during storm events and runs through private property. Debris is deposited within a private driveway and storm system. STATUS: Maintenance is performed annually on the creek to remove excess sedimentation to reduce the likelihood of flooding. MAINT. IMPACT: Reduce the frequency of stream sediment removal and storm cleanup. COMMENT: Project will require an HPA. Will consider combining with a future overlay project to reduce overall costs. A grant request for $200K was submitted to the KCFCD in 2020. FINANCIAL Through Estimated (in $000's) 2021 2022 2023 2024 2025 2026 2027 2028 BEYOND TOTAL EXPENSES Design 100 421 521 Land (R/W) 250 250 Const. Mgmt. 400 400 Construction 2,000 2,000 TOTAL EXPENSES 0 100 671 2,400 0 0 0 0 0 3,171 FUND SOURCES Awarded Grant 60 60 120 Proposed Grant 300 1,600 1,900 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 0 40 311 800 0 0 0 0 0 1,151 TOTAL SOURCES 0 100 671 2,400 0 0 0 0 0 3,171 ,,, ,' Project Location . n li; r P`---i- vigil P. re% IJ 19,r_r�� e< 5 s 7 0 i 1 , i_` S 158 150 $[ .i. Sl -4• '1 . s 1n� {1 7ukwua Pr.`, sr �. 11 � 2023 - 2028 Capital Improvement Program accii exa m 88 City of Tukwila 6200 Southcenter Boulevard, Tukwila WA 98188 Agreement Number: CONTRACT FOR SERVICES Amendment # 3 Between the City of Tukwila and PACE Engineers, Inc. That portion of Contract No. 22-102 between the City of Tukwila and PACE Engineers, Inc. is hereby amended as follows: Section 2: Scope of Services. Work under this contract shall be amended to include reimbursement for direct expenses and costs associated with the additional contract scope of services as described in Exhibit A, attached. Section 4: Payment. Payment is hereby changed to include an additional $139,733.00 for this additional scope of services. See Exhibit A. The maximum amount payable under this contract as amended inclusive of all fees and other costs shall not exceed $531,223.00 without express written modifications of the Agreement signed by the City. All other provisions of the contract shall remain in full force and effect. Dated this day of , 20 ** City signatures to be obtained by ** Contractor signature to be obtained by City Clerk's Staff ONLY. ** sponsor staff. ** CITY OF TUKWILA CONTRACTOR: Thomas McLeod, Mayor By: Printed Name: Kenneth H Nilsen ATTEST/AUTHENTICATED: Title: President Andy Youn, City Clerk APPROVED AS TO FORM: Office of the City Attorney CA Reviewed May 2020 Page 1 of 139 SOUTHGATE CREEK DRAINAGE IMPROVEMENT PHASE II PHASE IIA — FEASIBILITY PROJECT UNDERSTANDING The City of Tukwila (City) has requested that PACE suspend the original scope and budget for the 131 st Street Drainage Improvements project following the Department of Ecology Stormwater Grant submittal and develop a new scope and budget for a comprehensive drainage improvements feasibility study that encompasses a greater area and includes more drainage elements to address the flooding on S.131 st Street. This feasibility study is the initial stage for the Phase II project, now being labeled as Phase IIA, with the future Phase IIB being final design documents. Prior modifications to the original scope of work requested by the City for this project included additional topographic survey, basin analysis and modeling, the hydraulic design report and 30% plans, and the site feasibility/site investigation report. PACE prepared an Additional Services Agreement (ASA) in March 2023, and prepared a second Draft ASA in December 2023 for this additional work requested by the City beyond the project scope. As an alternative to proceeding with an additional ASA to modify the existing budget for the expanded scope, the City requested that PACE use the existing budget to complete the necessary tasks, to suspend the current design effort, and prepare documents needed for a grant application which has been done. Any funds remaining after those above -described elements are complete would be allocated the new Phase IIA scope and budget. This effort included the following: 1. Terminate the current project design at 30%, with the addition of adding notes and impact exhibits, along with an environmental design narrative for Washington Department of Fish and Wildlife (WDFW) review. (completed) 2. Finalize reports, fee estimate, and documents for a grant application for Department of Ecology (Ecology) Stormwater Grant. (completed) 3. Prepare a scope and fee proposal for the Phase IIA feasibility tasks including an expanded project area requiring additional survey, hydraulic design, stormwater (flow control and water quality) evaluation, and conceptual stormwater options. (this document) It is our understanding that the project originally scoped under City of Tukwila contract 22-102 for South 131st Street. Drainage Improvements is considered complete as of the Department of Ecology Grant submittal, with any remaining funding to be allocated towards the new scope for the Southgate Creek Drainage Improvements Phase IIA Feasibility Study. 90 PACE is proposing the following scope and fee for the Southgate Creek Drainage Improvements Phase IIA Feasibility Study. SCOPE OF WORK Task 1: Project Management, Meetings, and Coordination PACE will provide administration and coordination throughout the duration of the project, including coordination of survey and subconsultants, contracting and invoicing, scheduling, and client coordination. PACE will conduct regular coordination and update meetings virtually with City of Tukwila and GeoEngineers at project milestones and as needed. The following tasks are anticipated: ■ Develop approach and scope for the Phase IIA Feasibility Study ■ Bi-weekly project check -in meetings. It is assumed there will be eight (8) meetings, two (2) hours each for two (2) PACE staff, including preparation of agenda and meeting minutes. ■ Conceptual hydraulic design development and review with the City, ■ Review / Check -in meetings for each component of the Hydraulic Feasibility Analysis Task 4, (8 meetings total). ■ Project invoicing, progress reports and team coordination. For the purpose of budgeting, PACE has assumed the project will continue for 16 weeks through the completion of this scope. If the project continues beyond this period, services will be considered additional to the scope of this proposal. Prior to any additional work being performed, PACE will provide the Client with an estimate of fees to continue with these tasks. Deliverables ■ Meeting agendas and minutes (8 Total) ■ Monthly invoicing with progress reports (4 Total) Task 2: Site Reconnaissance Up to two (2) PACE project team staff will conduct a single site visit to understand the site - specific conditions. Qualitative observations concerning existing vegetation, riverbank conditions, exposed stormwater features, and exposed highway features will be documented in field notes and site photos. It is assumed that City staff will accompany PACE and will provide PACE with any available as -built information. 91 Task 3: Survey and data collection PACE will extend the topographic survey conducted in January 2023 for the South 131 st Place Drainage Improvement Project. Survey control will be extended to gather information on approximately 1200 linear feet of existing ditches adjacent to SR 599, existing Southgate Creek east of Macadam Rd S, a portion of S 134th PL along the south westerly margin. Together with ditch lines along the southern edge of Right of Way along S 133' Street approx. 350 linear feet. Together with additional mapping along the southeasterly margins of S 131 St PL along with 44th AVE S between King County Tax Lots 7349200245 and 7349200340. Together with topographic elements for portions of King County Tax Parcels; 261320087, 000480003, 2716000030, 2613200028, 0004800002, 2613200133, 26132000085, 7349200340, 7349200255, 7349200225, 7349200220, 7349200095, 7349200040, 7349200005, 7349200345, 0004800003, 0004800014 and 2716000030 as depicted in pink on attached Exhibit "A". Together with topographic elements within tax lot 2613200134 also depicted in pink on attached Exhibit "A". Survey will also include outfall of stormwater pipe of Southgate Creek downstream of the SR 599 culvert as well as the outfall at the confluence with the Duwamish River. 1. Topographic Survey —Shall include but is not limited to the following: ■ Channel thalweg (deepest point) at 50 ft intervals, and break lines including toe of stream bank, top of bank, any terraces or major bars or other features, and floodplain lying 30' either side of edge of channel. ■ Water surface elevations (as required). ■ Major channel angle points. • Wetlands flag and ordinary high water (OHW) delineations. • Culverts with invert elevation and size. • Efforts will be made to show Sound Transit Light Rail columns and downspouts where accessible or within 20' of survey limits • Hardscapes such as walks, driveways, etc. • Planted ornamental trees • Retaining walls and rockeries • Fencing, curb, pavement and gravel edges • Roadway markings and signage • Surface indications of utilities, such as vaults, pedestals, irrigation etc. • Utility lines that can be visually observed, located by RF locating equipment (APS estimate fee of $2,875.00), or identified on readily available record drawings. • Sewer and storm structures will be measured for invert elevations, size of pipe, and size of structure. 92 ■ Any tree 8-inch in diameter or greater as measured 4 feet above the ground. ■ Contours will be generated at a 1-foot interval. PACE survey team will thoroughly investigate and integrate relevant information accessible from City data sources, whether readily available or provided. Any additional time due to unforeseen issues or out of scope work will be billed on a Time -and -Expense (Rates) fee basis only after City's approval. The above scope of work and related fee has been based on the following assumptions: ■ Any right -of -entry to be secured by the City. PACE has identified eighteen (19) private ownership lots that will be in the vicinity of the survey. Full access is not needed for all lots. However, notification that we will be working near their properties is advised. ■ Any OHW and Wetland delineation flags will be hung by GeoEngineers prior to the commencement of the field survey. ■ Re -mobilizations or additional work based on areas or features of concern that were not originally discussed; areas identified by other specialists (Biologists, Arborists, etc.) after the initial field work or those areas which were not accessed due to safety or limitations of time. ■ King County GIS parcel lines will be used to show appropriate right of way and property lines. No ownership or occupancy will be apart of this Survey. ■ This Task is a Topographic Survey and not a Boundary Survey. ■ Topographic mapping data will be provided in AutoCAD C3D 2021, per PACE ACAD standards. Deliverables Survey basemap CAD file in .dwg format and signed PDF sheet set Task 4: Hydraulic Feasibility Analysis To fully evaluate the potential benefits of modifying Southgate Creek with the associated contributing stormwater run-off, the following analysis is broken down into four subtasks. The Hydraulic Feasibility Analysis will be summarized into a single report. The named properties described in this proposal are as follows: NorMed Property (Parcels 734920-0095 and 93 7349200040), Triangle Property (Parcels 2613200134 and 261320087), and Masonry Property (Parcel 7349200340). 4.1 Stormwater Park Flow Control and Water Quality Evaluation: 1. PACE will evaluate how much detention storage and water quality treatment can be provided in parcels 2613200134 and 261320087 (the Triangle Property), through a WWHM® or MGSFIood® hydrologic model. 2. PACE will explore the feasibility of installing both traditional and low impact development detention/water quality BMPs in the Triangle property. 3. PACE will provide H&H modeling files identifying water quality and flow control benefits for up to three (3) schematic design options (or menu of options) for City review and selection of their preferred design option. 4. Following the City's approval of the preferred alternative, PACE will prepare a Technical Memo summarizing the options and the City's preferred alternative which will be used as the Basis of Design going forward. 5. Upon receiving approval from the City for the preferred design option, PACE will prepare stormwater park conceptual plans and a graphic based on the size of the stormwater features selected. 4.2 Upsize 44th Avenue South and South 133rd Intersection Culverts: 1. PACE will analyze the S 133rd Street stormwater network, including the existing bypass system in the commercial parking lot and at the 133rd intersection, to assess functionality, determine how much flow is being conveyed to the mainstem verses being bypassed. 2. PACE will evaluate how much conveyance capacity the mainstem Southgate Creek can provide through the Triangle and/or Masonry properties with upgraded culverts at S 133rd Street and 44th Avenue S. 3. PACE will prepare a conceptual plan showing the proposed modifications to be included as an exhibit in the Hydraulic Analysis Report. 4.3 Additional Back Channel Design: 1. Building on the previous task, assuming both 44th Avenue S and S 133rd Place crossings were upgraded, PACE will explore the possibility of connecting the Masonry property and the wetland behind NorMed with an additional back channel alignment through stream grading and hydraulic modeling. 2. PACE will create a Civil 3D surface model for the additional back -channel alignment. Civil 3D CAD works to show conceptual landscape and hydraulic layout 94 for communication uses. Stream grading and alignment design for the additional back channel alignment. This evaluates the hydraulic capacity the back channel and stormwater park can provide. This grading will be used in the SRH-2D model and conceptual figures. 3. PACE will prepare a conceptual plan as an exhibit that will include the back -channel alignment and conceptual grading. This will be incorporated into the final Hydraulic Analysis Feasibility Report. 4.4 South 134th Place Flow Control and Water Quality Evaluation: 1. PACE will explore the feasibility of installing both traditional and low impact development detention/water quality BMPs in the City right-of-way along S 134th Place. 2. PACE will determine the level of water quality treatment that can be provided along South 134th Place. 3. PACE will prepare the channel section conceptual design along South 134th Place for flood control. The above scope of work and related fee has been based on the following assumption: ■ The treated stormwater can discharge into the Southgate Creek buffer that is also proposed to be re -graded to provide flood plain functions for Southgate Creek. ■ Roadway design and utility relocation are not included in this phase. Deliverables Hydraulic Feasibility Analysis Report 4.1 Stormwater Park Flow Control and Water Quality Evaluation Summary of three options and preferred alternative H&H Modeling Files (3 Design Options) Stormwater Park conceptual Plans & Graphic 4.2 Upsize 44th Avenue and South 133rd Intersection Culverts Conceptual plans showing culvert modifications 4.3 Additional Back Channel Design Civil 3D surface model Back Channel Conceptual Plans 4.4 South 134th Place Flow Control and Water Quality Evaluation S 134th Place WQ and channel section conceptual plans 95 Task 5: Agency Review and Response PACE will check -in with the City and receive feedback during each step of the evaluation, included as part of the budget allocated under Task 1. PACE has included time in this task to address City comments and feedback provided for the consolidated report. 1. Once all the evaluations described in Task 4 are completed, PACE will consolidate the sections into a single document, the "Hydraulic Analysis Feasibility Report for Phase IIA", then PACE will submit the report to the City for Review. 2. PACE will revise the report based on comments received from the City and resubmit a Final version. For the purpose of establishing a budget for this proposal, PACE has allocated up to twenty-four (24) hours for two (2) review cycles. If additional review cycles are needed or changes are requested to the Task 4 evaluations, those services will be considered additional to the scope of this proposal. Prior to any additional work being performed, PACE will provide the City with an estimate for the fees (Time -and Expense), based on the current rates to continue with this task. Task 6: Sub -Consultant Wetland & Stream Delineations GeoEngineers has provided the attached wetland and stream delineation services as a sub - consultant to PACE Engineers, Inc. PROJECT COST The costs associated with the above -described work are shown on the attached spreadsheet. Fees shown in the summary table below outline the current balance and requested contract amendment. ESTIMATED PROJECT COST PHASE IIA $ 231,355 MANAGEMENT RESERVE FUND PHASE IIA $ 25,000 SUBTOTAL PHASE IIA $ 256,355 ORIGINAL CONTRACT AMOUNT $371,610 AMENDMENT#1 Site Investigation Report $19,880 AMENDMENT#2 Contract Extension TOTAL CONTRACT AMOUNT $391,490 BILLED TO DATE (4/18/2024) $ 274,868 BALANCE ON EXISTING CONTRACT $ 116,622 REQUESTED CONTRACT AMENDMENT $ 139,733 END OF SCOPE OF WORK 96 PACE Engineers Project Budget Worksheet - 2024 Standard Rates Project Name Project #: S 131st Place Drainage Improvement Project - Part B Location:[ Tukwila, WA Prepared By: KN / BW/TW 22546 Billing Group #: Task #: Date: 5/6/2024 Labor Hours by Classification Staff Type # (See Labor Rates Table) Labor Code 1 5 14 14 74 45 118 Staff Type Hourly Rate $288 $222 $209 $209 $166 $181 $151 Staff Name Ken Brian Tasha Christian Dean April Drawing/TaskTitle Job Title Sr. Principal Engineer Sr. Landscape Architect Project Engineer Project Engineer _ CAD Tech III Sr. Survey Tech Sr. Project A dministrato r Hour Total Dollar Total Phase IIA FEASIBILITY COST Task 1: Project Management, Meetings & Coordination 20 32 40 4 4 4 104 $23,448.00 Task 2: Site Reconnaissance 10 10 20 $4,180.00 Task 3 - Survey and data collection $36,039.00 Task 4 - Hydraulic Feasiblity Analysis Subtask 4.1 -Stormwater Park Flow Control &Water Quality Evaluation 2 32 84 44 98 260 $50,700.00 Evaluate Stormwater BMPs, WWHM or MGSFIood Model Prepare 3 Schematic design options Prepare Tech Memo summarizing options Create 3d CAD model and stream grading Prepare Stormwater Park Conceptual Plan (1 sheet) and Graphic Subtask 4.2 - Upsize 44th Ave & at S 133rd Intersection Culverts 2 2 30 4 26 64 $12,442.00 Analyze S 133rd Storm Network Evaluate conveyance with upgraded Culverts Prepare Conceptual Plan (1 sheet) Subtask 4.3 - Additional Back Channel Design 2 2 64 4 56 128 $24,528.00 Evaluate Stormwater - back channel alignment Create 3d CAD model and stream grading Prepare Conceptual Plan (1 sheet) Subtask 4.4 - S 134th Pl Flow Control and Water Quality Evaluation 2 2 20 124 • 32 180 $36,428.00 Evaluate BMPs, Analyze level of WQ in the City ROW Prepare Conceptual Plan (1 sheet) Task 5 - Agency Review and Response 4 4 8 8 24 $4,920.00 Final Hydraulic Feasiblity Report - address comments PACE TOTAL $192,685.00 Hours Total Labor Total 32.0 74.0 256.0 190.0. 216.0 4.0 8.0 $9,216 $16,428 $53,504 $39,710. $35,856 $724 $1,208 780.0 192685.0 $192,685.00 Expenses Reimbursable Quantity Cost rate/unit Postage/Courier Printing Costs PhotoNideo Mileage/Travel/Per Diem Miscellaneous $500.00 Total I $500.00 i File: PHASE IIA for Southgate Creek Improvements.xlsx, Fee Worksheet Page 1 of 1 Subconsultants Utility Locate Mechanical Engineer Electrical Engineer Geotechnical Enginee $34,700 I & C Engineer Subconsultant Subtotal 34,700 Markup Total 10% $38,170 Please note, this project is budgeted as a whole, not by task PACE Billed Labor Total Reimbursable Expenses Su bconsulta nts Total Project Budget $192,685.00 $500.00 $38,170.00 ,231,355.00 Printed: 5/6/2024, 4:41 PM 101 DESCRIPTION 1. Office Tech I, Expediter I 2. Office Tech 11, Expediter II, Survey Field Tech 3. Intern, Survey Tech I, Jr. CAD Tech, Jr. Inspector, Office Tech III 4. Designer, Jr. Planner, Survey Tech II, CAD Tech, Inspector, Sr. Office Tech, Jr. Ecologist/Scientist 5. Jr. Engineering Staff, Designer I, Planner, GIS Tech, Survey Tech III, CAD Tech I, Inspector 1, Project Administrator, Ecologist 6. Landscape Architect, Engineering Staff I, Designer II, Planner I, Survey Tech IV, GIS Analyst I, CAD Tech II, Inspector II, Sr. Project Administrator, Ecologist I, 7. Landscape Architect 1, Engineering Staff II, Designer III, Planner II, GIS Analyst II, CAD Tech III, Inspector III, Survey Tech V, Ecologist 11 8. Landscape Architect II, Project Designer, Planner III, Sr. Survey Tech, GIS Analyst III, Engineering Staff III, Sr. CAD Tech, Sr. Inspector, Scientist, Ecologist III 9. Landscape Architect III, Engineering Staff IV, Project Designer I, Sr. Planner, Project Surveyor, Sr. GIS Analyst, CAD Manager, Project CAD Tech, Sr. Project Inspector, Survey Field Tech I, One -Person Crew, BIM Manager, Ecologist IV, Engineer IV, Scientist I 10. Landscape Architect IV, Project Engineer, Project Designer II, Project Planner, Sr. Project Surveyor, Sr. Project GIS Analyst, Structural Engineer, UAS Pilot, Scientist II, Ecologist V 11. Sr. Landscape Architect, Sr. Project Engineer, Sr. Structural Engineer, Sr. Project Designer, IT Manager, Sr. Project Planner, Survey Project Manager, Tech Services Manager, Sr. Ecologist/Scientist 12. Principal Ecologist/Scientist, Project Manager, Principal Surveyor, Planning Project Manager 13. Sr. Principal Ecologist/Scientist, Sr. Project Manager, Sr. Principal Surveyor, Two -Person Crew 14. Principal Engineer, Principal Planner, Sr. Two -Person Crew 15. Sr. Principal Engineer, Sr. Principal Planner HOURLY RATE $ 65.00 $ 80.00 $ 100.00 $ 120.00 $ 136.00 $ 151.00 $ 166.00 $ 181.00 $ 194.00 $ 209.00 $ 222.00 $ 238.00 $ 252.00 $ 272.00 $ 288.00 REIMBURSABLES A. Subconsultants, Professional and Technical B. Project Administration C. Maps, reports, materials, permit fees, express delivery and messenger, pass -through bills, and similar items necessary for work in progress D. Out -of -Town travel per diem and cost of commercial transportation E. Transportation within 30 Mile Radius * Transportation beyond 30 Mile Radius -Automobile * On job inspection mileage will be billed F. Printing Costs Large Format Blueprints and Reproduction - Bond Large Format Blueprints and Reproduction - Mylar Color Copies- In-house (81/2x 11) G. Expert Witness Cost + 15% $60.00/Invoice Cost + 15% Cost + 10% No Charge At Approved IRS Rate At Approved IRS Rate $ 0.50/sq ft $ 1.50/sq ft $ 0.25/page Rate x 1.5 Notes: 1 All payment is due within 30 days from date of invoice. A monthly service charge of 1 % will be added on all accounts older than 30 days. 2 The foregoing schedule of charges is incorporated into the agreement for the services provided effective January 1, 2024. After December 31, 2024, invoices will reflect the schedule of charges in effect at that time. 102 May 6, 2024 PACE Engineers, Inc. 11255 Kirkland Way, Suite 300 Kirkland, Washington 98033 Attention: Brian Way, PLA, ASLA Subject: Revised Proposal Phase Ila Additional Wetland and Stream Delineations Geotechnical Engineering and Environmental Permitting Services South 131st Place Drainage Improvements Project Tukwila, Washington File No. 0259-061-00 Thank you for the opportunity to provide this proposal for additional environmental permitting services in support of Phase lia of the South 131st Place Drainage Improvements Project in Tukwila, Washington. Our understanding of the requested services is based on email correspondence with you on March 26 and April 1, 2024, as well as a coordination call with PACE Engineers and City of Tukwila representatives on May 3, 2024, as reflected in the attached project area markup (see Exhibit A, Tukwila Survey 2024). The additional scope requested will supplement previous critical areas assessment work we have completed on the project and be incorporated into the existing ordinary high water mark (OHWM) and wetland documentation produced under our existing contract. It is our understanding that the additional services described below will be completed as part of Phase Ila, and that permitting associated with critical areas will be completed as part of Phase Ilb, which is not scoped yet, but may be provided through a future contract amendment. Scope of Services Our proposed scope of services for this contract amendment is identified as a new task, Task 9.6, following the task sequencing convention previously established for the project. SUBTASK 9.6 - PHASE IIA ADDITIONAL WETLAND AND STREAM DELINEATIONS The purpose of this subtask is to identify and document regulated aquatic critical areas (wetlands and streams) and delineate regulatory wetland and OHWM boundaries within the new survey areas identified on Exhibit A. This scope specifically includes: • Review available project -specific data and publicly available wetland, stream, wildlife and soil databases within the new areas to be surveyed. 103 • Complete a site reconnaissance to identify and delineate wetlands and stream OHWM within the new survey areas that are protected by federal, state or local regulations. ❑ If wetlands are identified, we will flag wetland boundaries, collect wetland test plot data and rate each wetland according to the current 2014 Washington State Wetland Rating System for Western Washington. ❑ We will also delineate and flag the OHWM of streams within the new survey areas. ❑ Identify limits of reed canarygrass (Phalaris arundinacea) within Washington State Department of Transportation (WSDOT) right-of-way (ROW). ❑ Wetlands and streams will be marked in the field with survey flagging for subsequent professional land survey and incorporation onto the project base map. • Integrate findings associated with the new survey areas into the existing wetland report addressing the South 131st Place culvert replacement project. ❑ Wetland and stream ratings and regulatory buffers will be included in the report and will be based on the City of Tukwila (City) code. ❑ In addition to incorporating the findings associated with the new survey areas, this scope includes collecting limited additional field sampling (up to four new wetland sample plots) and reporting of our newly collected and prior findings associated with the "Triangle Property" (Parcels 2613200134 and 2613200087) for which field data was previously collected as part of Amendment 1 to our contract. • Attend up to six meetings with the City and/or PACE Engineers during the execution of this phase. • Project management, accounting and administrative support during execution of scope identified above. Assumptions • Phase duration is anticipated to be 16 weeks. Our project management and meeting budget is based on this schedule. • All previously scoped work and budget remaining associated with our original contract and Amendment 1 is cancelled and will not be available for the execution of this phase or future phases. Consequently, the following previously scoped tasks are removed from the current scope: ❑ Task 9.2, Environmental Documents and Permit Applications ❑ Task 9.3, Permit Submittal and Coordination ❑ Contingency tasks for wetland hydrology monitoring study and wetland mitigation planning/design • The extents of additional wetland/stream delineation areas are identified on Exhibit A, as annotated. • Professional Land Survey of the OHWM and/or wetland boundaries will be provided by PACE Engineers, Inc. (PACE) and is not included. • The findings associated with the new survey area will be incorporated into the previously developed Draft Critical Areas Report for the project, for resubmittal to PACE. • We assume right -of -entry permission will be coordinated by PACE and City. This assumes right -of -entry permission by adjacent property owners to assess habitat conditions on their property. If access is not granted, a visual, "over -the -fence" assessment will be performed from the City right-of-way (ROW). 104 • We assume up to four days of field work completed by two biologists will be necessary to complete fieldwork within the new survey areas. • This scope and fee estimate does not include any permitting associated with critical areas. • All deliverables will be provided as electronic files. Schedule, Fee Estimate and Terms We are in a position to begin work 3 weeks after receiving your authorization to proceed. Our services will be completed in accordance with the terms of our existing agreement, dated October 18, 2022. The fee for our services will be determined on a time and materials basis using the rates contained in our 2024 Standard Schedule of Charges, which is attached to this proposal. We will endeavor to keep you apprised of project status and conditions that may significantly affect our scope and estimate. The total estimated fees for the work described above is presented in the table below. TASK ESTIMATED BUDGET Subtask 9.6 - Phase IIA Additional Wetland and Stream Delineations $34,700 Unspent Funds from Phase 1 Contract - Cancelled Tasks (credit) ($68,605) Total for Amendment 2 ($33,905) Original Contract Budget $121,300 Amendment 1 $7,000 Total Revised Budget $94,395 There are no intended third -party beneficiaries arising from the services described in this proposal and no party other than the party executing this proposal shall have the right to legally rely on the product of our services without prior written permission of GeoEngineers. 105 This proposal is valid for a period of 60 days commencing from the first date listed above and subject to renegotiation by GeoEngineers, Inc., after the expiration date. Sincerely, GeoEngineers, Inc. Emily R. Hurn Senior Environmental Scientist ERH:DBC:tIm Attachments: Exhibit A: Tukwila Survey 2024 Schedule of Charges - GeoEngineers Standard 2024 Schedule of Charges - Redmond -Seattle -Tacoma Lab Inside Charges 2024 David B. Conlin, MA, PWS Associate Proprietary Notice: The contents of this document are proprietary to GeoEngineers, Inc. and are intended solely for use by our clients and their design teams to evaluate GeoEngineers' capabilities and understanding of project requirements as they relate to performing the services proposed for a specific project. Copies of this document or its contents may not be disclosed to any other parties without the written consent of GeoEngineers. Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Copyright© 2024 by GeoEngineers, Inc. All rights reserved. 106 0600485' rn 7340600681 73406007447340600743 • r 734060074.E 7340600735 • 7340600745 73406007477340600748 Legend Storm Catch Basin o Storm Drain Point Storm Pipe 3406007 10236666- 30455 5 7345601060 7345601075 7340600720 7345601085 1023046666 0004:i0 6' tia ,a — _ +0 0004800002 7349200005 Sewer Pipe Street & Hwy Id Storm Ditch — - Stream New Survey Water Line Parcel 2-ft Contour 0004800012 - - 60A0030 N 0 85 170 340 Feet I i I i I 107 34060074 3406 mow 7340600844 7340600840 7341600085 7 3406 00745 406Q98413 co 7340600842 7340600845 a)N 0) ' \ A 7341600160 c 73416052431 v 7341600150 `7341600110 j 73414)0140 o In '341600116 7341600130 7gi 6000 co Lo 4 73416Q9jal6r • 734160011 734'd0045 • 7340600860 7340600884 7340600720 n rn 7345601085 W co N N W N 7345601090 co c) m o'> 734560 34560111 7345601 rn 7349200005 �3492 w; 7 456011.0 7 456011 5 7340600722 0008 ;' 261320013 0235`4'• No 26132 34 7349200255 116 749200245 92003\45 271600001014 0004800002 2`D Legend Storm Catch Basin o Storm Drain Point Storm Pipe Sewer Pipe Street & Hwy Storm Ditch — - Stream Id Water Line Parcel Previous Survey 2-ft Contour New Survey 0 85 170 340 Feet I i I i I 108 A 7340600`722 �y ••• � g: 2613200130 7349601 Q 10 8 001 9 Qs 2613200134 200086 13200084 13200045 ',, 261#200055 Legend Storm Catch Basin o Storm Drain Point Storm Pipe Sewer Pipe Street & Hwy Storm Ditch — - Stream Id Water Line Parcel Previous Survey 2-ft Contour New Survey 2613200047 0 85 170 340 Feet I I I I I 109 NA 200133 613200085 26.1320 Legend 2613200086 r 1320017 Storm Catch Basin o Storm Drain Point Storm Pipe 2613200049 2613 Sewer Pipe Street & Hwy Storm Ditch — - Stream Id Water Line Parcel 2613200047 18 200004 26132081;148 26132 035• 2613200050 2613200025 61320002 / I2613200021 d Previous Survey 2-ft Contour New Survey 61660007 61660008 2616600070 2616600074 7300006- 730000 5673000090 56730000 , goons 0 85 170 340 Feet I I I I I 110 Page 1 of 2 Schedule of Charges - 2024 COMPENSATION Our compensation will be determined on the basis of time and expenses in accordance with the following schedule unless a lump sum amount is so indicated in the proposal or services agreement. Current rates are: PROFESSIONAL STAFF Staff 1 Scientist $ 146/hour Staff 1 Engineer $ 154/hour Staff 2 Scientist $ 167/hour Staff 2 Engineer $ 175/hour Staff 3 Scientist $ 191/hour Staff 3 Engineer $ 198/hour Project Scientist 1 $ 220/hour Project Engineer 1 $ 228/hour Project Scientist 2 $ 228/hour Project Engineer 2 $ 234/hour Senior Engineer/Scientist 1 $ 255/hour Senior Engineer/Scientist 2 $ 279/hour Associate $ 292/hour Principal $ 320/hour Senior Principal $ 340/hour TECHNICAL SUPPORT STAFF Administrator 1 $ 103/hour Administrator 2 $ 119/hour Administrator 3 $ 136/hour CAD Technician $ 132/hour CAD Designer $ 155/hour Senior CAD Designer $ 180/hour GIS Analyst $ 165/hour Senior GIS Analyst $ 180/hour GIS Coordinator $ 200/hour *Technician $ 114/hour *Senior Technician $ 136/hour *Lead Technician $ 146/hour Geotechnical Construction Specialist $ 191/hour Environmental Database Manager $ 226/hour Health and Safety Specialist $ 146/hour Health and Safety Manager $ 200/hour *Hours in excess of 8 hours in a day or 40 hours in a week will be charged at one and one -quarter times the hourly rates listed above. Contracted professional and technical services will be charged at the applicable hourly rates listed above. Staff time spent providing expert services in disputes, mediation, arbitration and litigation will be billed at one and one-half times the above rates. Time spent in either local or inter -city travel, when travel is in the interest of this contract, will be charged in accordance with the foregoing schedule. A surcharge may be applied to night and weekend work. See proposal for details. Rates for data storage and web -based access will be provided on a project -specific basis. Associated Project Costs (APC) Associated Project Costs (APC) equal to six percent (6%) of professional fees will be assessed. This fee allows GeoEngineers to invest in the necessary infrastructure to ensure we provide our clients with the latest technological and data security standards. The investments include maintaining and advancing technical tools and platforms across all aspects of our business, and strengthening our defenses against cyber threats to ensure data remains secure. These costs are not included in our hourly rates or direct expenses. Schedule_GeoEngineers Standard-2024 GEOENGI N EERS Page 2 of 2 EQUIPMENT Air Quality Equipment, per Day $ 210.00 Air Sparging Field Test, per Day $ 110.00 Air/Vapor Monitoring Equipment (PID, 5-Gas Meter), per Day $ 110.00 Asbestos Sample Kit, Each $ 30.00 Blastmate, per Day $ 120.00 D&M Sampler, per Day $ 150.00 DO (Dissolved Oxygen) Kit, Each $ 25.00 Dynamic Cone Penetrometer, per Day $ 45.00 E-Tape (Electric Tape), per Day $ 35.00 Electric Density Gauge, per Day $ 110.00 Electric Density Gauge, per Week $ 430.00 Electric Density Gauge, per Month $ 1,400.00 Environmental Exploration Equipment, per Day $ 225.00 Field Data Acquisition Equipment (Field Tablet), per Day $ 55.00 Field Tablet, per Week $ 200.00 Field Tablet, per Month $ 750.00 Field Tablet with Cellular, per Day $ 75.00 Field Tablet with Cellular, per Week $ 300.00 Field Tablet with Cellular, per Month $ 1,000.00 Field Gear/ Reconnaissance, per Day $ 55.00 Gas Detection Meters, per Day $ 105.00 Generator, per Day $ 110.00 Groundwater Pressure Transducer w/ Datalogger, per Day $ 55.00 Groundwater Pressure Transducer w/ Datalogger, per Week $ 220.00 Hand Auger, per Day $ 100.00 Inclinometer Probe, per Day, 1 Day minimum $ 210.00 Interface Probe, per Day $ 65.00 Iron Test Kit, Each $ 25.00 Laser Level, per Day $ 60.00 Low Flow Groundwater Sampling Equipment, per Day $ 235.00 Multiparameter Water Quality Meter, per Day $ 85.00 Nuclear Density Gage, per Hour, 1/2 Day minimum $ 15.00 Peristaltic Pump, per Day $ 50.00 pH Probe,/Meter per Day $ 20.00 PID, FID or OVA, per Day $ 130.00 Rock/Slope Fall Protection/Rigging Equipment, per Day $ 700.00 Saximeter, per Day $ 60.00 Scuba Diving Gear, per Day/per Diver $ 700.00 Shallow Soil Exploration Equipment, per Day $ 60.00 Soil Field Screening Equipment, per Day $ 20.00 Soil Sample Kit, Each $ 20.00 Steam Flow Meter, per Day $ 20.00 Strain Gauge Readout Equipment, per Day $ 50.00 Surface Water Flow Meter, per Day, 1/2 day minimum $ 50.00 Surface Water Quality Monitoring Equipment, per Day $ 50.00 Turbidity Meter, per Day $ 50.00 Vehicle usage, per Mile, or $30/half-day, whichever is greater $ 0.65 Specialized and miscellaneous field equipment not listed above will be quoted on a project -specific basis. OTHER SERVICES, SUPPLIES AND SPECIAL TAXES Charges for services, equipment, supplies and facilities not furnished in accordance with the above schedule, and any unusual items of expense not customarily incurred in our normal operations, are charged at cost plus 15 percent. This includes shipping charges, subsistence, transportation, printing and reproduction, miscellaneous supplies and rentals, surveying services, drilling equipment, construction equipment, watercraft, aircraft, and special insurance which may be required. Taxes required by local jurisdictions for projects in specific geographic areas will be charged to projects at direct cost. Per diem may be charged in lieu of subsistence and lodging. Routinely used field supplies stocked in-house by GeoEngineers, at current rates, list available upon request. In-house testing for geotechnical soil characteristics at current rates, list available upon request. All rates are subject to change upon notification. Schedule_GeoEngineers Standard-2024 GEOENGI N EERS Page 1 of 2 Laboratory Schedule of Charges - 2024 TYPE OF TEST Soil Index and Classification Tests Soil Description (ASTM D 2488) Moisture Content Oven (ASTM D 2216) Moisture/Density (ASTM D 7263, D 2937) Rings Shelby Tubes, waxed chunk Tubes (liners), chunk Particle Size Analysis Percent Passing No. 200 (ASTM D 1140) Sieve (ASTM D 422, D 6913, C 136 includes minus 200 Wash, Dry Sieve) Gravel Sieve (ASTM D 422, D 6913, C 136 includes minus 200 Wash, Dry Sieve) Hydrometer Only (ASTM D 422, minus #10 fraction) Combined Sieve and Hydrometer (ASTM D 422-63) Combined Gravel Sieve and Hydrometer (ASTM D 422-63) Organic Content (ASTM D 2974) Atterberg Limits (ASTM D 4318) Organic Compaction (ASTM D 698/D 1557, AASHTO T 99/T 180, Methods A, B and C) Granular/Cohesive (1 Point) Granular (4 Point) Cohesive (4 Point) Strength and Consolidation Tests Triaxial Compression Unconfined Comp. Strength - UCS (ASTM D 2166) Unconsolidated Undrained - UU (ASTM D 2850) Unconsolidated Undrained (back pressure saturation) Consolidated Undrained - CU (ASTM D 4767) with pore pressure measurement Consolidated Undrained (3 points, staged) Consolidation (ASTM D 2435) With Reload With Reload and Unload Additional timed load increments, each Constant Rate of Strain Consolidation (ASTM D 4186) CBR, 1 point with Proctor (ASTM D 1883) Additional points, each Corrosion Tests Soil Resistivity (ASTM G 187) pH of Soil (ASTM D 4972 / G 51) Permeability Tests In triaxial cell with back pressure saturation (ASTM D 5084) Soil Sample Preparation Extrusion - Extrude and log (visual classification) Shelby tube sample Remolding - Remolding a soil sample to desired moisture and density Soil - Cement/Lime Treatment Aggregate and Rock Tests Point Load Test or Rock Core (ASTM D5731) UNIT PRICE 17 23 40 50 50 110 150 220 180 280 350 85 210 110 130 305 325 135 265 500 625 1,600 675 750 850 80 1,000 530 160 75 50 740 70 Hourly Hourly - negotiated 80 *Please contact us regarding test procedures which are not listed or for tests on contaminated soils. Negotiated unit rates or hourly rates will be charged for these procedures. *Unit prices reflect a typical standard turnaround time of 10 business days for most analyses (with the exception of density and secondary testing). Expedited test results are subject to 50% to 100% surcharge and are subject to lab availability to meet the expedited schedule. **Not WABO-certified. All rates are subject to change upon notification. Schedule_Lab_Inside_Charges_Redmond-Seattle-Tacoma-Portland-2024 GEOENGINEERS7 114 City of Tukwila Thomas McLeod, Mayor INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director / City Engineer BY: Cyndy Knighton, Senior Program Manager CC: Mayor McLeod DATE: May 17, 2024 SUBJECT: Resolution for Six -Year Transportation Improvement Program (2025 - 2030) ISSUE Approve a Resolution adopting the annual update of the Six -Year Transportation Improvement Program for 2025 - 2030. BACKGROUND The Transportation Improvement Program (TIP) is updated annually as required by the Revised Code of Washington (RCW) 35.77.010. The TIP is adopted by resolution after a public hearing at the local agency level and incorporated into regional and state TIPs. The TIP is primarily a financial planning document for projects competing for grants. Any project submitted for federal grant funding must be included in the local, regional, and state adopted TIPs. The TIP is a rolling plan showing various funding sources: grants, developer, and local funds. Projects "roll" as funds or stages occur (design report, final design, and construction). Tukwila's Six Year TIP and the Capital Improvement Program (CIP) list many of the same transportation - related projects. The TIP generally lists only those transportation -related projects planned within the next six years that are deemed regionally significant or that have grant funding awarded or expected. ANALYSIS The attached spreadsheet is the "Draft" 2025 - 2030 TIP and was created by modifying the 2024 - 2029 TIP to add or remove projects and adjust project costs. No prioritization was assigned, and the list of projects is presented in alphabetical order. Prioritization of projects is reflected in the current CIP. No projects were removed. Six new projects were added, all but one fully funded with recently awarded grants. Added: Funding Source 42nd Avenue S Bikeway 100% Grant Funded (Sound Transit) Boeing Access Road Overlay 100% Grant Funded (Federal) Interurban Avenue S Overlay 100% Grant Funded (Federal) Orillia Road S Overlay 100% Grant Funded (Federal) S Ryan Way City, private, and potential grants Southcenter Blvd Bikeway and Ped Xing Upgrades 100% Grant Funded (Sound Transit) FINANCIAL IMPACT None. RECOMMENDATION Council is being asked to approve the Resolution for the 2025 - 2030 Six -Year Transportation Improvement Program and consider this item at a Public Hearing at the June 10, 2024, Committee of the Whole and subsequent June 17, 2024, Regular Meeting. ATTACHMENTS: • Draft Resolution • Draft 2025-2030 TIP Summary • 2025-2030 Draft Transportation Improvement Program • Current Adopted 2024-2029 TIP 115 DRAFT A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ADOPTING A SIX -YEAR TRANSPORTATION IMPROVEMENT PROGRAM (2025- 2030), AND DIRECTING THE SAME TO BE FILED WITH THE STATE SECRETARY OF TRANSPORTATION AND THE TRANSPORTATION IMPROVEMENT BOARD. WHEREAS, pursuant to the requirements of RCW Chapters 35.77 and 47.26, the City Council of the City of Tukwila has previously adopted a Transportation Improvement Program and thereafter periodically modified said Transportation Improvement Program by resolution; and WHEREAS, the City Council has reviewed the work accomplished under said program, determined current and future City street and arterial needs and, based upon these findings, has prepared a Six -Year Transportation Improvement Program for the ensuing six calendar years (2025-2030); and WHEREAS, on June 10, 2024, a public hearing was held regarding the City's Six - Year Transportation Improvement Program; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: Section 1. Program Adopted. A Six -Year Transportation Improvement Program for the calendar years 2025 to 2030, attached hereto as Exhibit A, is hereby adopted. Section 2. Filing of Program. The City Clerk is hereby authorized and directed to file a copy of this resolution, together with the exhibit attached hereto, with the Secretary of Transportation and the Transportation Improvement Board of the State of Washington 116 PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this day of , 2024. ATTEST/AUTHENTICATED: Andy Youn, CMC, City Clerk Mohamed Abdi, Council President APPROVED AS TO FORM BY: Filed with the City Clerk: Passed by the City Council: Resolution Number: Office of the City Attorney Exhibit A: City of Tukwila Six -Year Transportation Improvement Program for 2025 to 2030 117 DRAFT 2025 - 2030 TIP SUMMARY 2023-2028 CIP Sheet PROJECT TITLE Project Costs in Thousands of Dollars Funding Sources Unsecured 2025 2026 2027 2028 2029 2030 TOTAL Federal State/TIB City/Local Grant City* 9 42nd Avenue S Bridge Replacement 200 1,800 19,000 10,000 0 0 31,000 13,500 18,400 1,000 1,400 NEW 42nd Avenue S Bikeway 55 295 0 0 0 0 350 1,895 500 1,895 500 5 46th Avenue Safe Routes to School 0 250 75 2,070 0 0 2,395 2,060 520 2,060 410 10 Allentown Truck Reroute Project 10 0 0 0 0 0 10 10 14 ADA Improvements 100 100 100 100 100 100 600 600 600 20 APE/Minkler Blvd Intersection 220 1,800 0 0 0 0 2,020 1,440 580 1,440 360 22 APE/Industry Drive Intersection 0 170 1,750 0 0 0 1,920 1,530 390 1,530 220 13 Annual Bridge Inspections and Repairs 215 220 230 235 240 240 1,380 1,380 1,380 12 Annual Overlay and Repair Program 2,500 2,500 2,500 2,500 2,500 2,500 15,000 15,000 15,000 15 Annual Traffic Signal Program 130 130 130 150 160 160 860 860 860 NEW Boeing Access Road Overlay 564 3,426 0 0 0 0 3,990 3,990 - 25 E Marginal Way S (BAR - S 112th St) 0 0 250 900 3,000 0 4,150 2,300 1,850 2,300 1,850 NEW Interurban Avenue S Overlay 0 397 4,561 0 0 0 4,958 4,958 - Keeping South King County Moving with TDM 235 260 260 260 130 0 1,145 1,880 840 6 Macadam Road S Complete Streets Project 0 0 300 200 3,100 0 3,600 3,240 360 3,240 360 NEW Orillia Road S Overlay 0 105 1,204 0 0 0 1,309 1,309 18 S 119th St Pedestrian Bridge Painting 0 200 0 0 0 0 200 200 200 23 S 133rd St/SR 599 Southbound Intersection 0 0 0 0 550 2,700 3,250 1,620 1,630 1,620 1,630 21 S 144th St Bridge Sidewalks 0 579 2,690 0 0 0 3,269 2,802 467 2,302 388 4 S 152nd Street Safe Routes to School 350 4,225 0 0 0 0 4,575 2,140 2,435 2,140 2,085 NEW S Ryan Way (pending planning level estimate) 400 900 9,200 0 0 0 10,500 8,080 2,420 8,080 2,420 - South King County Regional TDM 130 130 159 159 159 159 896 1,000 106 50 636 NEW Southcenter Blvd Bikeway and Ped Xing Upgrade: 65 325 0 0 0 0 390 390 19 Southcenter Blvd/65th Avenue S Signal 1,182 0 0 0 0 0 1,182 280 187 - PROJECTS REVISED FROM 2024-2029 TIP 47 47 47 47 47 45 280 94 TOTAL 6,403 17,859 42,456 16,621 9,986 5,904 99,229 27,559 45,065 30,642 29,670 28,263 PROJECTS REVISED FROM 2024-2029 TIP New 42nd Avenue S Bikeway Boeing Access Road Overlay Interurban Avenue S Overlay Orillia Road S Overlay S Ryan Way Southcenter Blvd Bikeway and Ped Xing Upgrades Deleted/Completed: none * Unsecured City funding includes all funds necessary outside of the current biennial budget cycle May 14, 2024 118 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title Amendment ___A Resolution No. Improvement Type c — ,� Total Length Environmental Type RW Required D. Road Name or Number m 0 E. Begin & End Termini w. o. F. Project Description G. Structure ID c a N 05 / 1037(004) TUK-62 06/10/24 6/17/24 11 0.100 DCE No 42nd Ave S Bridge Replacement N 42nd Ave S over the Duwamish River Interurban Ave S to Northern end of bridge Replace the existing 42nd Ave S steel truss bridge. The replacement will require preliminary engineer design, right-of-way, and construction phases. The new structure will meet current road and bridge design standards. The replacement structure configuration will be two through -lanes, possibly a turn pocket, and include sidewalks. Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Fe• . Funds St and Code State Funds Local Funds Total Funds S PE 2025 STBG 1, 0 1,000,000 2,500,000 P RW 2026 0 MAW 1,400,000 0 1,400,000 S CN 2027 BR 600,000 MAW 17,000,000 0 29,000,000 jlli s 1 , '00 18,400,000 1,000,000 32,900,000 Expenditure Schedule Phase 1st 2nd 3r 4th 5th & 6th PE 200,000 400,000 0 0 0 RW 0 1,400,000 0 0 0 CN 0 0 19,000,000 10,000,000 0 Totals 200,000 1,800,000 19,000,000 10,000,000 0 Report Date: May 14, 2024 Page1 119 ANL 111171 v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m c. c Q. Amendment ___A Resolution No. Improvement Type Utility Codes Total Length Environmental Type RW Required 05 WA-15812 42nd Avenue S Bikeway 42nd Avenue S Southcenter Blvd to S 150th Street Develop a traffic -calmed bikeway along 42nd Ave S between S 150th St and Southcenter Blvd. On the west side of the street, add striped southbound bike lane between Southcenter Blvd and S 150th St. On the east side of the street, add striped bike lane between Southcenter Blvd and S 151st St. Remove on -street parking to widen the sidewalk on the east side of the street between S 151 st St and S 150th St, creating a shared path; add shared lane markings to the roadway I‘L) 06/10/24 6/17/24 N 28 C G P S T W No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code al Fun and Code State Funds Local Funds Total Funds S PE 2025 0 0 55,000 55,000 S CN 2026 0 0 295,000 295,000 s 0 0 350,000 350,000 Expenditure Schedule 2ndN4th5th 295,0 0 0 & 6th 0 0 Phase 1st PE 55,000000 CN 0 Totals55,000295,0 Report Date: May 14, 2024 Page 2 120 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m 0. c Q. Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 19 WA-11113 46th Avenue Safe Routes to School 46th Avenue S S 150th Street to S 144th Street Design and construct curb, gutter and sidewalk on the west side of 46th Avenue S, including curb bulb -out at the SE corner of 46th Avenue S/S 144th Street with raised crosswalk across S 144th Street with RRFB. 06/10/24 6/17/24 N 05 0.370 Yes Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federa Fund Code State Funds Local Funds Total Funds P PE 2026 0 SRTS 170,000 80,000 250,000 P RW 2026 RTS 65,000 10,000 75,000 P CN 2028 SRTS 1,660,000 410,000 2,070,000 Tota� 0 1,895,000 500,000 2,395,000 Expenditure Schedule Phase 1st 2nd 4th5th & 6th PE 0 25{!1* 0 0 0 RW 0 0 75,000 0 0 CN 0 0 0 2,070,000 0 Totals 0 250,000 75,000 2,070,000 0 Report Date: May 14, 2024 Page 3 121 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c a Amendment ___A Resolution No. Improvement Type c ,� c� o. N Total Length Environmental Type RW Required 00 WA05409 Allentown Truck Reroute Project to Study alternatives for truck access to reroute outside of residential neighborhood. _ 06/10/24 6/17/24 N 18 EIS No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Funds Local Funds Total Funds S PL 2025 Vilate 0 600,000 600,000 Totals jill10 0 600,000 600,000 Expenditure Schedule V Phase 1st 2nd 3r 4th 5th & 6th PL 10,000 0 0 0 0 Totals 10,000 0 0 Report Date: May 14, 2024 Page 4 122 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m �. c a Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 00 WA-05405 Americans with Disabilities Act (ADA) Improvements Various locations to Design and construct ADA compliant upgrades to City infrastructure in conjunction with a City developed plan. 06/10/24 6/17/24 N 06 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S ALL 2025 0 0 600,000 600,000 Totals 0 0 600,000 600,000 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th ALL 100,000 100,00 0 100,000 200,000 Totals 100,000 10 100, 100,000 200,000 v Report Date: May 14, 2024 Page 5 123 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m 0. c a Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. co Total Length Environmental Type RW Required 16 WA-07746 Andover Park E/Minkler Blvd Intersection Andover Park E Minkler Blvd to Construct left turn lanes on Andover Park East and reconstruct traffic signal 06/10/24 6/17/24 N 03 C G O P S TW No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S PE 2025 0 0 200,000 200,000 S RW 2025 0 0 20,000 20,000 P CN 2026 TIB 1,440,000 360,000 1,800,000 Totals 0 1,440,000 580,000 2,020,000 Expenditure Schedule Phase 1st 2nd ' 4th 5th & 6th PE 200,000 0 0 0 RW 20,000 0 0 0 0 CN 0 1,800,000 0 0 0 Totals 220,000 1,800,000 0 0 0 Report Date: May 14, 2024 Page 6 124 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m �. c Q. Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 04 WA-15107 Andover Park East/Industry Dr Intersection Andover Park E Industry Drive to Design and construct traffic signal with Andover Park East left turn lanes and crosswalks. 06/10/24 6/17/24 N 03 P 0.100 Yes Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds P PE 2026 0 0 150,000 150,000 P RW 2026 0 0 20,000 20,000 P CN 2027 TIB 1,530,000 220,000 1,750,000 Totals 0 1,530,000 390,000 1,920,000 Expenditure Schedule Phase 1st 2nd 4 4RW 4th 5th & 6th PE 0 150,1. 0 0 0 0 20,000 0 0 0 CN 0 0 1,750,000 0 0 Totals 0 170,000 1,750,000 0 0 Report Date: May 14, 2024 Page 7 125 ANL 1117, v�rasr�ingti n state Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c Q. Amendment ___A Resolution No. Improvement Type c ,� o Q. N Total Length Environmental Type RW Required 14 WA-03731 Annual Bridge Inspections and Repairs Various City Street to Perform load ratings and bi-annual inspections as well as construct necessary repairs and maintenance 06/10/24 6/17/24 N 06 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S ALL 2025 0 0 1,380,000 1,380,000 Totals 0 0 1,380,000 1,380,000 Expenditure Schedule Phase lst 2nd 3rd 4th 5th & 6th ALL 215,000 220,00 0 235,000 480,000 Totals 215,000 22 230, 235,000 480,000 v Report Date: May 14, 2024 Page 8 126 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m �. c Q. Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 16 WA-03733 Annual Overlay and Repair Program Various City Streets to Repair, rehabilitate, and overlay City streets as needed in an annual program 06/10/24 6/17/24 N 06 C G O P S TW No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S ALL 2025 0 0 15,000,000 15,000,000 Totals 0 0 15,000,000 15,000,000 Expenditure Schedule Phase lst 2nd 3rd 4th 5th & 6th ALL 2,500,000 2,500,00 2, 0 2,500,000 5,000,000 Totals 2,500,000 2,50 2,500, 2,500,000 5,000,000 v Report Date: May 14, 2024 Page 9 127 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c Q. Amendment ___A Resolution No. Improvement Type c — ,� 0 o. N Total Length Environmental Type RW Required 00 WA-15104 Annual Traffic Signal Program Varies to Design and construct traffic signal upgrades and repairs of signals that exceed routine maintenance work;loop replacement, head replacement, and controllers. Replace direct bury cable for existing lighting system. 06/10/24 6/17/24 N 44 P No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federa Fund Code State Funds Local Funds Total Funds S ALL 2025 0 0 860,000 860,000 Totals 1 0 860,000 860,000 Expenditure Schedule Phase 1st 2nd d 4th 5th & 6th ALL 130,000 130, 15 150,000 320,000 Totals 130,000 130, 150,000 150,000 320,000 Report Date: May 14, 2024 Page10 128 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m �. c Q. Amendment ___A Resolution No. Improvement Type c ,.. °a 0E. N Total Length Environmental Type RW Required 03 TUK-68 Boeing Access Road Overlay Boeing Access Road East Marginal Way S to Martin Luther King Jr Way S Grind and overlay roadway, replace concrete overlay of bridge deck over BNSF railway. 06/10/24 6/17/24 N 05 0.560 CE No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S PE 2025 NHPP 0 0 0 564,000 S CN 2026 NHPP 3,42 0 0 0 3,426,000 Totals 3 0 0 3,990,000 Expenditure Schedule Phase 1st 2nd 4th 5th & 6th PE 564,000 0 0 ALL 0 3,426, 0 0 0 Totals 564,000 3,426,000 0 0 0 Report Date: May 14, 2024 Page11 129 ANL 1117, v�rasr�ingIi n state Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m �. c Q. Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 04 WA-15109 E Marginal Way S (BAR - S 112 St) E Marginal Way S Boeing Access Road to S 112th St Design and construct curb, gutter, drainage, lighting, turn lanes, and traffic control. 06/10/24 6/17/24 N 03 C G O P S TW 0.270 Yes Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds P PE 2027 0 0 350,000 350,000 P RW 2028 0 TIB 500,000 300,000 800,000 P CN 2029 TIB 1,800,000 1,200,000 3,000,000 Totals 0 2,300,000 1,850,000 4,150,000 Expenditure Schedule Phase 1st 2nd ' 4th 5th & 6th PE 0 250,000 100,000 0 RW 0 0 0 800,000 0 CN 0 0 0 0 3,000,000 Totals 0 0 250,000 900,000 3,000,000 Report Date: May 14, 2024 Page12 130 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m 0. c a Amendment ___A Resolution No. Improvement Type c ,.. °a 0E. N Total Length Environmental Type RW Required 03 TUK-66 Interurban Avenue S Overlay Interurban Avenue S E Marginal Way S to S 143rd Street Complete pavement repairs, overlay, and curb and gutter repair. _ 06/10/24 6/17/24 N 05 2.250 CE No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds ate d - State Funds Local Funds Total Funds S PE 2026 NHPP '00 0 0 397,000 S CN 2027 NHPP 4,56 0 0 0 4,561,000 Totals 4,9 10 0 0 4,958,000 Expenditure Schedule Phase 1st 2nd d 4th 5th & 6th PE 0 397,0 0 0 ALL 0 561,000 0 0 Totals 0 397,00 ,561,000 0 0 Report Date: May 14, 2024 Page 13 131 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c Q. Amendment ___A Resolution No. Improvement Type c — ,� 0 o. co Total Length Environmental Type RW Required 00 TUK-63 Keeping South King County Moving with TDM South King County Various to Various This project will help people access sustainable transportation options that reduce drive -alone travel and traffic congestion in South King County. TDM programming and services will be provided to residents, workers, visitors, employers, property managers, and students in Tukwila and the partnering jurisdictions of Burien, Des Moines, Kent, Renton, and SeaTac. The program will target those willing and able to try sustainable modes of transportation at activity centers (community hubs, commercial areas, business parks, multifamily housing complexes, and educational institutions). Examples of activity centers include the Tukwila International Boulevard District, Southcenter, and Sea-Tac Airport. The TDM Program will work in partnership with transit agencies, nonprofits, employers, and community organizations to reach priority populations through trusted channels. The project aims to reduce 542,997 vehicle trips and 8,093,549 vehicle miles traveled. 06/10/24 6/17/24 N 44 0.000 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Fun State Fund Code State Funds Local Funds Total Funds S ALL 2025 0 WSDOT 672,000 0 672,000 S ALL 2025 0 OTHER 168,000 0 168,000 P ALL 2025 0 WSDOT 832,000 0 832,000 P ALL 2025 0 OTHER 208,000 0 208,000 Totals 0 1,880,000 0 1,880,000 Expenditure Schedule Phase lst 2nd 3rd 4th 5th & 6th ALL 235,000 260,000 260,000 260,000 130,000 Totals 235,000 260,000 260,000 260,000 130,000 Report Date: May 14, 2024 Page14 132 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c Q. Amendment ___A Resolution No. Improvement Type c — ,� 0 o. N Total Length Environmental Type RW Required 17 WA-11110 Macadam Rd S Complete Streets Project Macadam Road S 150th Street to S 144th Street Design and construction of a complete street on Macadam Road. Road widening and rechannelization to add 5-foot bike lanes and 5-foot sidewalks on both sides of the roadway. Includes illumination, curb, and storm drainage. 06/10/24 6/17/24 N 04 0.350 CE No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federa Fund Code State Funds Local Funds Total Funds P PE 2027 0 P ike Program 350,000 50,000 400,000 P RW 2028 Pe e Program 90,000 10,000 100,000 P CN 2029 /Bike Program 2,800,000 300,000 3,100,000 Tota 0 3,240,000 360,000 3,600,000 Expenditure Schedule Phase 1st 2nd {IS. 4th 5th & 6th PE 0 300,000 100,000 0 RW 0 0 0 100,000 0 CN 0 0 0 0 3,100,000 Totals 0 0 300,000 200,000 3,100,000 Report Date: May 14, 2024 Page15 133 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m -,. c Q. Amendment ___A Resolution No. Improvement Type c ,� o o. N Total Length Environmental Type RW Required 03 TUK-67 Orillia Road South Overlay Orillia Road S S 188th Street to S 204th Street Complete pavement repairs; overlay; and curb and gutter, sidewalk, and guardrail repair. 06/10/24 6/17/24 N 05 0.750 CE No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S PE 2026 NHPP 0 0 0 105,000 S CN 2027 NHPP 1,20 0 0 0 1,204,000 Totals 1 0 0 1,309,000 Expenditure Schedule Phase lst 2nd 4th 5th & 6th PE 0 10 0 0 ALL 0 ,204,000 0 0 Totals 0 105,000 1,204,000 0 0 Report Date: May 14, 2024 Page16 134 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c Q. Amendment ___A Resolution No. Improvement Type c — ,� 0 o. N Total Length Environmental Type RW Required 00 WA13494 S 119th St Pedestrian Bridge Painting S 119th Street Bridge West bank Duwamish River to East bank Duwamish River Ongoing maintenance of the S 119th Street Pedestrian Bridge in the Allentown/Duwamish neighborhoods. Painting of bridge is outstanding maintenance needed. 06/10/24 6/17/24 N 06 0.040 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federa Fund Code State Funds Local Funds Total Funds P CN 2026 0 0 200,000 200,000 Totals 1 0 200,000 200,000 Expenditure Schedule Phase 1st 2nd d 4th 5th & 6th CN 0 200, 0 0 Totals 0 200, 0 0 0 Report Date: May 14, 2024 Page17 135 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m 0. c Q. Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 03 WA-15108 S 133 St/SR599 Southbound Intersection S 133rd Street SR 599 SB Ramp to Design and construct intersection improvements, which could include a new traffic signal or a roundabout, lighting, pedestrian facilities, and drainage. 06/10/24 6/17/24 N 03 C G O P S TW 0.100 Yes Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Fede nds ` - Fund Code State Funds Local Funds Total Funds P PE 2028 0 0 400,000 400,000 P RW 2028 0 150,000 150,000 P CN 2029 0 TIB 1,620,000 1,080,000 2,700,000 TIONNI 0 1,620,000 1,630,000 3,250,000 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th PE 0 0 0 400,000 0 RW 0 0 0 150,000 0 CN 0 0 0 0 2,700,000 Totals 0 0 0 550,000 2,700,000 Report Date: May 14, 2024 Page18 136 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number Begin & End Termini F. Project Description G. Structure ID m �. c a Amendment ___A Resolution No. Improvement Type c ,� - °a 0E. N Total Length Environmental Type RW Required 19 WA-11112 S 152nd Street Safe Routes to School S 152nd Street Tukwila International Blvd to 42nd Avenue S Design and construct curb, gutter and sidewalks on both sides including widening pavement width by 3 feet to construct on -street parking lane on north side of street. 06/10/24 6/17/24 N 05 0.300 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S PE 2025 0 0 250,000 250,000 S RW 2025 0 0 100,000 100,000 P CN 2026 ke Program 2,140,000 2,085,000 4,225,000 Totals 0 2,140,000 2,435,000 4,575,000 Expenditure Schedule Phase 1st 2nd ' 4th 5th & 6th PE 250,000 0 0 0 RW 100,000 0 0 0 0 CN 0 4,225,000 0 0 0 Totals 350,000 4,225,000 0 0 0 Report Date: May 14, 2024 Page19 137 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c a Amendment ___A Resolution No. Improvement Type c — ,� 0 o. N Total Length Environmental Type RW Required 04 WA-15829 S Ryan Way SR 900 to 51 st Ave S Resurface and rechannel S Ryan Way to improve failing pavement and improve safety. Add pedestrian and bicycle facilities where appropriate. Signalize intersection with 47th Avenue S to accommodate future growth and improve safety. 06/10/24 6/17/24 N 06 C G P S T W 0.500 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Fede nds - - Fund Code State Funds Local Funds Total Funds P PE 2025 0 TIB 780,000 520,000 1,300,000 P CN 2027 TIB 7,300, 000 1,900,000 9,200,000 Totals 0 8,080,000 2,420,000 10,500,000 Expenditure Schedule Phase 1st 2nd 4th 5th & 6th PE400,00090IO ,00 0 CN0,200,0000 0 Totals400,000900,00,200,000 0 0 Report Date: May 14, 2024 Page 20 138 ANL 1117, v�rasr�ingIi n state Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c a Amendment ___A Resolution No. Improvement Type c — ,Z 0 o. N Total Length Environmental Type RW Required 05 TUK-65 South 144th Street Bridge Sidewalks S 144th Street Bridge 51 st Ave S to 53rd Ave S The project entails replacing approximately 320 feet of raised bridge deck on the S 144th street bridge with 6-foot-wide sidewalks, which will be separated from the traffic lanes by a crash tested barrier and a pedestrian railing. Sharrows will also be added to the traffic lanes for bicycle traffic. 06/10/24 6/17/24 N 28 0.060 DCE No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Fede ' nds Fund Code State Funds Local Funds Total Funds S PE 2026 STBG(UL) 50J0 0 78,035 578,035 P CN 2027 SRTS 2,302,000 388,000 2,690,000 Totals 00,000 2,302,000 466,035 3,268,035 Expenditure Schedule Phase 1st 2nd 4th 5th & 6th PE 0 57Ilk)0 0 0 CN 0 ,690,000 0 0 Totals0 578,03,690,000 0 0 Report Date: May 14, 2024 Page 21 139 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title Road Name or Number Begin & End Termini m 0. Amendment ___A Resolution No. Improvement Type c ,Q.D. - °a 0E. Total Length Environmental Type RW Required F. Project Description G. Structure ID c a N 00 TUK-64 06/10/24 6/17/24 24 0.000 No South King County TDM N South King County N/A to N/A This project will provide TDM programming and services at selected activity centers in Tukwila and partnering South King County jurisdictions. Activity centers include community hubs, commercial areas, business parks, multifamily housing complexes, and educational institutions. For example, places such as Tukwila International Boulevard District, Southcenter, and Sea-Tac Airport. By providing transportation resources and incentives, the project will encourage people to choose sustainable transportation options that reduce drive -alone travel and traffic congestion in South King County. TDM services will be provided to residents, commuters, and visitors, targeting those willing and able to try sustainable modes of transportation. The program will work in partnership with partner agencies, nonprofits, employers, an community organizations. Funding Status Phase Phase Start Year (YYYY) Federal Fund Co al F State Fund Code State Funds Local Funds Total Funds S PL 2025 CMAQ 4 67 OTHER 20,164 50,000 519,731 P PL 2027 CMAQ 550,000 OTHER 85,838 0 635,838 To 999,567 106,002 50,000 1,155,569 Expenditure Schedule Nr Phase 1st 2nd 3rd 4th 5th & 6th PL 129,933 129,933 158,960 158,960 317,909 Totals 129,933 129,933 158,960 158,960 317,909 Report Date: May 14, 2024 Page 22 140 ANL 111171 v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m c. c A Amendment ___A Resolution No. Improvement Type Utility Codes Total Length Environmental Type RW Required 04 WA-15813 Southcenter Blvd Bikeway and Pedestrian Crossing Upgrades Southcenter Boulevard International Boulevard to 42nd Avenue S Improve the existing bike lanes and crosswalks on Southcenter Blvd within a half - mile of Tukwila International Boulevard Station (TIES). Re-channelize to 11 ft general purpose lanes to accommodate separated (tuff curb and post) bike lanes. Tighten intersection with 40th Ave S to shorten crossing distance. Add bike channelization and upgrade to high -visibility crosswalk markings at Southcenter Blvd/TIBS station entrance and Southcenter Blvd/42nd Ave S intersections. I‘L)P 06/10/24 6/17/24 N 28 C G P S T W No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code al Fun and Code State Funds Local Funds Total Funds S PE 2025 0 0 65,000 65,000 S CN 2026 0 0 325,000 325,000 s 0 0 390,000 390,000 Expenditure Schedule 2ndN4th5th 325,0 0 0 & 6th 0 0 Phase 1st PE 65,000000 CN 0 Totals65,000325,0 Report Date: May 14, 2024 Page 23 141 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID m w. c Q. Amendment ___A Resolution No. Improvement Type c ,� o o. N Total Length Environmental Type RW Required 04 WA-13495 Southcenter Blvd/65th Avenue S Signal Southcenter Boulevard 65th Avenue S to Design and construct a new traffic signal at the Southcenter Boulevard/65th Avenue S intersection to improve level of service and safety. 06/10/24 6/17/24 N 21 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F nd Code State Funds Local Funds Total Funds S CN 2025 0 TIB 782,090 400,000 1,182,090 Totals 0 782,090 400,000 1,182,090 Expenditure Schedule Phase lst 2nd 3rd 4th 5th & 6th CN 1,182,000 0 0 0 Totals 1,182,000 0 0 v Report Date: May 14, 2024 Page 24 142 ANL 1117, ViastungIi n state Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2025 to 2030 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title Amendment ___A Resolution No. Improvement Type c — ,Z Total Length Environmental Type RW Required D. Road Name or Number m 0 E. Begin & End Termini -,. o. F. Project Description G. Structure ID c Q. co 00 WA-13491 06/10/24 6/17/24 44 0.000 No Transportation Demand Management Implementation to N Provision of TDM services to Commute Trip Reduction -affected employment sites. Facilitate employer reporting and records associated with biennial CTR survey. Engage CTR employment sites with opportunities for improvement and remain connected via technical meetings with other CTR jurisdictional representatives. Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Fede nds - Fund Code State Funds Local Funds Total Funds S ALL 2025 0 SDOT 93,300 0 93,300 P ALL 2027 SDOT 186,600 0 186,600 Totals 0 279,900 0 279,900 Expenditure Schedule Phase lst 2nd 3r 4th 5th & 6th ALL 46,650 46,6 46,650 46,650 93,300 Totals 46,650 46,650 46,650 46,650 93,300 Mineral Funds State Funds Local Funds Total Funds Grand Totals for Tukwila 25,256,567 45,994,992 31,461,035 102,712,594 Report Date: May 14, 2024 Page 25 143 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID v �. to Resolution No. Amendment Adopted Improvement Type c ot % C) o. N Total Length Environmental Type RW Required 05 / 1037(004) 42nd Ave S Bridge Replacement 42nd Ave S over the Duwamish River Interurban Ave S to Northern end of bridge Replace the existing 42nd Ave S steel truss bridge. T replacement w preliminary engineer design, right-of-way, and constru n phase Th structure will meet current road and bridge design stan . T pla structure configuration will be two through -lanes, possibly cket, a sidewalks. equire ew ens TUK-62 e R 06/12/23 06/26/23 N 11 0.100 DCE No Funding Status Phase Phase Start Year (YYYY) Fed Co Funds State F e St s Local Funds Total Funds S PE 2024 TBG ) 1,5r A Mr 1,100,000 2,600,000 S RW 2024 ^, i 13,500 100,000 S CN 2024 BR 1 ,• - e 17,00i 100 0 28,913,500 To a s 13,500,001 , 00,0i1 1,113,500 31,613,500 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th PE 800,000 0 0 0 0 RW 100,000 0 0 0 0 CN 0 15,636,500 13,500,000 0 0 Totals 900,000 15,636,500 13,500,000 0 0 Report Date: May 04, 2023 Page 1 144 1117, ViastungIi n state Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID 1 �. to Amendment Adopted Resolution No. Improvement Type c ot , C) o. N Total Length Environmental Type RW Required 19 46th Avenue Safe Routes to School 46th Avenue S S 150th Street to S 144th Street Design and construct curb, gutter and sidewalk on the including curb bulb -out at the SE corner of 46th Avenu crosswalk across S 144th Street with RRFB. st side of 46th /S 144th e WA-1111:06/12/23 enue S, ith rail R 06/26/23 N 05 0.370 Yes Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds P9 PE 2024 90,000 270,000 P RW 20242 10020,000240,000 P CN2025 9 7801,•' 6� '�0 7TS 410,000 2,070,000 taps _ 6�00 520,000 2,580,000 v ■ v v Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th PE 270,000 0 0 0 0 RW 240,000 0 0 0 0 CN 0 2,070,000 0 0 0 Totals 510,000 2,070,000 0 0 0 Report Date: May 04, 2023 Page 2 145 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID m �'. t Amendment Adopted ,:, `D o E o Z P Improvement Type C C) a N Total Length Environmental Type RW Required 00 Allentown Truck Reroute Project to Study alternatives for truck access to reroute outside esidential neig rhood. WA05409 06/12/23 1::0 1::0 06/26/23 18 EIS No Funding , ` , ` ` , . Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S PL 2024 0 0 600,000 600,000 - To AIIIMIII AP 600,000 600,000 Expenditure Schedule Phase 1st 2nd _ zy 5 6th PL 600,000 p Totals 600,000 0 0 Report Date: May 04, 2023 Page 3 146 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type % c Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. Q. F. Project Description G. Structure ID to N 00 WA-05405 06/12/23 06/26/23 06 No Americans with Disabilities Act (ADA) Improvements Various locations to Design and construct ADA compliant upgrades to City with a City developed plan. rastructure in 1111 junction IR IR N Funding w — _ m _ - _ Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S ALL 2024 0 0 435,000 435,000 ^ ^ A ^ ^ 435,000 435,000 Expenditure Schedule Phase 1st 24 d & 6th ALL 50,000 ,00 50,00 0,0 1 Totals 50,000 50,000 50,000 50,000 100,000 Report Date: May 04, 2023 Page 4 147 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type C % Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. Q. F. Project Description G. Structure ID to N 16 WA-07746 06/12/23 06/26/23 03 C G O P S No TW Andover Park E/Minkler Blvd Intersection Andover Park E Minkler Blvd to Construct left turn lanes on Andover Park East and re struct tray si I IR IR N Funding — _ m _ - Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S PE 2025 0 0 134,000 134,000 S RW 2025 I 10,000 10,000 P CN 202611 IA III 1,570,000 1,570,000 , - 1,714,000 1,714,000 Expenditure Schedule r • r r Phase 1st 2nd 3rd 4th 5th & 6th PE 0 134,000 0 0 0 RW 0 10,000 0 0 0 CN 0 0 1,570,000 0 0 Totals 0 144,000 1,570,000 0 0 Report Date: May 04, 2023 Page 5 148 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type C , Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. o. F. Project Description G. Structure ID to N 04 WA-15107 06/12/23 06/26/23 03 P 0.100 Yes Andover Park East/Industry Dr Intersection Andover Park E Industry Drive to Design and construct traffic signal with Andover Park crosswalks. t left turn lane if nd IR IR N Funding — _ m _ - Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S PE 2025 0 0 75,000 75,000 S RW 2025 1 10,000 10,000 P CN 202611 IA III 657,000 657,000 , - 742,000 742,000 Expenditure Schedule r • r r Phase 1st 2nd 3rd 4th 5th & 6th PE 0 75,000 0 0 0 RW 0 10,000 0 0 0 CN 0 0 657,000 0 0 Totals 0 85,000 657,000 0 0 Report Date: May 04, 2023 Page 6 149 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID v �. to Amendment Adopted Resolution No. Improvement Type c ot % C) o. N Total Length Environmental Type RW Required 14 Annual Bridge Inspections and Repairs Various City Street to Perform load ratings and bi-annual inspections as well repairs and maintenance construct nec if ary WA-03731 06/12/23 IR IR 06/26/23 N 06 No Funding — _ m _ - Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S ALL 2024 0 0 1,345,000 1,345,000 ^ ^ A ^ ^ 1,345,000 1,345,000 Expenditure Schedule Phase 1st 24 d & 6th ALL 205,000 220,00 0,0 4 ,00 Totals 205,000 215,000 220,000 230,000 475,000 Report Date: May 04, 2023 Page 7 150 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type C % Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. Q. F. Project Description G. Structure ID to N 16 WA-03733 06/12/23 06/26/23 06 C G O P S No TW Annual Overlay and Repair Program Various City Streets to Repair, rehabilitate, and overlay City streets as neede an annuipr m Funding — _ m _ - Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S ALL 2024 0 0 8,850,000 8,850,000 ^ ^ A ^ ^ 8,850,000 8,850,000 Expenditure Schedule Phase 1st 24 d & 6th ALL 1,400,000 ,00 , 0,0 3,1 ,400,00 Totals 1,400,000 1,400,000 1,400,000 1,500,000 3,150,000 Report Date: May 04, 2023 Page 8 151 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID v �. to Adopted Amendment Resolution No. Improvement Type c ot % C) o. N Total Length Environmental Type RW Required 00 WA-15104 Annual Traffic Signal Program Varies to Design and construct traffic signal upgrades and repai of signals that eed routine maintenance work;loop replacement, head rep ment, a o Ilers. Replace direct bury cable for existing lighting system. 06/12/23 06/26/23 44 P No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S ALL 2024 1,040,000 1,040,000 el taps n A n n el% 1,040,000 1,040,000 Expenditure Schedule ZI= 4.1 Phase 1st 21 ALL 130,000 130,000 130,000 150,000 300,000 Totals 130,000 130,000 130,000 150,000 300,000 Report Date: May 04, 2023 Page 9 152 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type C % Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. o. F. Project Description G. Structure ID to N 04 WA-15109 06/12/23 06/26/23 03 C G O P S 0.270 Yes TW E Marginal Way S (BAR - S 112 St) E Marginal Way S Boeing Access Road to S 112th St Design and construct curb, gutter, drainage, lighting, t lanes, antra control. IR IR N Funding — _ m _ - Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds P PE 2025 0 0 288,000 288,000 P RW 2029 1 - 281 420,000 700,000 P CN 2029 IA IBIII • 7 111 1,460,000 2,430,000 , - 1,250, 2,168,000 3,418,000 Expenditure Schedule r • r r Phase 1st 2nd 3rd 4th 5th & 6th PE 0 50,000 0 0 170,000 RW 0 0 0 0 700,000 CN 0 0 0 0 2,430,000 Totals 0 50,000 0 0 3,300,000 Report Date: May 04, 2023 Page10 153 ANL 111171 v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID 1 �. to Adopted Amendment Resolution No. Improvement Type c ot , C) o. N Total Length Environmental Type RW Required 00 TUK-63 Keeping South King County Moving with TDM South King County Various to Various This project will help people access sustainable transation options t reduce drive -alone travel and traffic congestion in South King , unty. TD pro mming and services will be provided to residents, workers, visi . ern. ' rs, ert managers, and students in Tukwila and the partnering juri . of Buri R Moines, Kent, Renton, and SeaTac. The program will target those willing and able to try sustainable modes of transportation at activity centers (community hubs, commercial areas, business parks, multifamily housing complexes, and educational institutions). Examples of activity centers include the Tukwila International Boulevard District, Southcenter, and Sea-Tac Airport. The TDM Pr ill fler with transit agencies, nonprofits, employers, and com ity o npriority populations through trusted channels. The project aim r97 vehicle trips and 8,093,549 vehicle miles traveled.ono() 06/12/23 06/26/23 N 44 0.000 No Funding ` v ` ' ,_ Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S ALL 2024 0 WSDOT 672,000 0 672,000 S ALL 2024 0 OTHER 168,000 0 168,000 Totals 0 840,000 0 840,000 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th ALL 210,000 105,000 0 0 0 Totals 210,000 105,000 0 0 0 Report Date: May 04, 2023 Page 11 154 1117, ViastungIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID v �. to Amendment Adopted Resolution No. Improvement Type c ot % C) o. N Total Length Environmental Type RW Required 17 Macadam Rd S Complete Streets Project Macadam Road S 150th Street to S 144th Street Design and construction of a complete street on Maca and rechannelization to add 5-foot bike lanes and 5-fo the roadway. Includes illumination, curb, and storm drai m Road. Road idewalks b WA-1111( ening sides o R 06/12/23 06/26/23 N 04 0.350 CE No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds P PE 2024 am 50,000 400,000 P RW 2024 Ped/B Prog 9 �00 10,000 100,000 P CN 2025Ped/Bike 9Ped/Bik 9 Pr m2350S 80k '.0 300,000 3,100,000 24�00 360,000 3,600,000 v ■ v v Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th PE 400,000 0 0 0 0 RW 100,000 0 0 0 0 CN 0 3,100,000 0 0 0 Totals 500,000 3,100,000 0 0 0 Report Date: May 04, 2023 Page12 155 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID v �. to Amendment Adopted Resolution No. Improvement Type c ot % C) o. N Total Length Environmental Type RW Required 00 S 119th St Pedestrian Bridge Painting S 119th Street West bank Duwamish River to East bank Duwamish R. Ongoing maintenance of the S 119th Street Pedestria Allentown/Duwamish neighborhoods. Painting of bridg needed. ridge in the outstan WA-13494 ntenanc R 06/12/23 06/26/23 N 06 0.040 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds P CN 2024 200,000 200,000 el taps n A n n filo%200,000 200,000 Expenditure Schedule ‘01.111 4.1 Phase 1st 2 CN 0 200,000 0 0 Totals 0 200,000 0 0 0 Report Date: May 04, 2023 Page13 156 ANL 1117, v�rasr�ingIi n state Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Resolution No. Amendment Adopted Improvement Type c % Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. o. F. Project Description G. Structure ID to N 03 WA-15108 06/12/23 06/26/23 03 C G O P S 0.100 Yes TW S 133 St/SR599 Southbound Intersection S 133rd Street SR 599 SB Ramp to Design and construct intersection improvements, whic signal or a roundabout, lighting, pedestrian facilities, and drainage. ould inclu a w traffic R R N Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds P PE 2028 I 1 300,000 300,000 P RW 2028 iI , i 50,000 50,000 P CN 2029 I 2,070,000 2,070,000 1 W &IrW 2,420,000 2,420,000 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th PE 0 0 0 0 300,000 RW 0 0 0 0 50,000 CN 0 0 0 0 2,070,000 Totals 0 0 0 0 2,420,000 Report Date: May 04, 2023 Page14 157 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID m �'. Amendment Adopted XI `D o o Z P Improvement Type C , n a co Total Length Environmental Type RW Required 17 S 144th St Bridge Sidewalks S 144th Street 51 st Ave S to 53rd Ave S Widen existing sidewalks on bridge over 1-5 between t Ave S and 53 Ave S WA03782 06/12/23 1::0 IZI 06/26/23 28 0.250 CE No Funding , ` , ` ` , . Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S PE 2026 STBG(UL) 500,000 0 79,000 579,000 P CN 2025 2,302,0 38,000 2,690,000 ei taps ^ 2,80 ^ ^ 0� 467,000 3,269,000 Expenditure Schedule Phase PE 1st 0 CN 0 Totals 0 2 1Z ZikAa 579,000 0 0 0 2,690,000 0 0 579,000 2,690,000 0 Report Date: May 04, 2023 Page15 158 ANL 1117, v�rasr�ingti n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type % C Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. o. F. Project Description G. Structure ID to N 19 WA-1111 ' 06/12/23 06/26/23 05 0.300 No S 152nd Street Safe Routes to School S 152nd Street Tukwila International Blvd to 42nd Avenue S Design and construct curb, gutter and sidewalks on b pavement width by 3 feet to construct on -street parkin sides including ne on nob si idening of street Funding — _ m _ - Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds P CN 2024 0 TIB 3,200,000 815,000 4,015,000 ^ ^ A ^ 01.4k2020% 815,000 4,015,000 Expenditure Schedule Phase 1st 2nki) d kii)& 6th CN 4,015,000 Totals 4,015,000 0 0 0 0 Report Date: May 04, 2023 Page16 159 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. B. STIP ID C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description G. Structure ID v �. to Adopted Amendment Resolution No. Improvement Type c ot % C) o. N Total Length Environmental Type RW Required 00 TUK-64 South King County TDM South King County N/A to N/A This project will provide TDM programming and servic at selected act y center in Tukwila and partnering South King County jurisdicti . Activity to include community hubs, commercial areas, business parks, m mil sin le R and educational institutions. For example, places such as nterna Boulevard District, Southcenter, and Sea-Tac Airport. By providing transportation resources and incentives, the project will encourage people to choose sustainable transportation options that reduce drive -alone travel and traffic congestion in South King County. TDM services will be provided to residents, commuters, and visitors, targeting those willingand able tosustainable mode port e 9 9try program will work in partnership with partner agencies onpro loye a re) A community organizations. 06/12/23 nnn 06/26/23 N 24 0.000 No Funding Status Phase Phase Start Year (YYYY) Fe CoAG unds State a Local Funds Total Funds S PL 2024 CMAQ 450,000 OTHER 55,232 15,000 520,232 Totals 450,000 55,232 15,000 520,232 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th PL 260,116 0 0 0 0 Totals 260,116 0 0 0 0 Report Date: May 04, 2023 Page17 160 ANL 1117, v�rasr�ingIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title B. STIP ID Amendment Adopted Resolution No. Improvement Type % c ot Total Length Environmental Type RW Required D. Road Name or Number v C) E. Begin & End Termini �. o. F. Project Description G. Structure ID to N 04 WA-13495 06/12/23 06/26/23 21 No Southcenter Blvd/65th Avenue S Signal Southcenter Boulevard 65th Avenue S to Design and construct a new traffic signal at the South S intersection to improve level of service and safety. ter Boulevard/ IIII h Avenu IR IR N Funding w — _ m _ - _ Status Phase Phase Start Year (YYYY) Federal Fund Code Federal Funds State Fund Code State Funds Local Funds Total Funds S PE 2024 0 0 200,000 200,000 P CN 2025 er) 500,000 A eo 1,000,000 taps n A in 700,000 1,200,000 Expenditure Schedule Phase 1st PE 100,000 0 0 0 0 CN 1,000,000 0 0 0 0 Totals 1,100,000 0 0 0 0 Report Date: May 04, 2023 Page 18 161 ANL 1117, ViastungIi n State Department ot Transportation Agency: Tukwila County: King MPO/RTPO: PSRC Y Inside Six Year Transportation Improvement Program From 2024 to 2029 N Outside Functional Class Priority Number A. PIN/Project No. C. Project Title D. Road Name or Number E. Begin & End Termini F. Project Description B. STIP ID G. Structure ID v �. to Amendment Adopted Resolution No. Improvement Type % c ot C) o. N Total Length Environmental Type RW Required 00 Transportation Demand Management Implementation to Provision of TDM services to Commute Trip Reductio Facilitate employer reporting and records associated Engage CTR employment sites with opportunities for i connected via technical meetings with other CTR jurisdict WA-13491 06/12/23 ected employIvey. biennial R nt sites.RR em nd in resenta 06/26/23 N 44 0.000 No Funding Status Phase Phase Start Year (YYYY) Federal Fund Code Federal F9unds State Fund Code State Funds Local Funds Total Funds S ALL 2024 O 8' 0 88,526 P ALL 20259 WSDOT 4 0 46,650 taps 135, 0 135,176 Expenditure Schedule Phase 1st 2nd 3rd 4th 5th & 6th ALL 46,650 46,650 0 0 0 Totals 46,650 46,650 0 0 0 Federal Funds State Funds Local Funds Total Funds Grand Totals for Tukwila 16,752,000 28,280,408 23,504,500 68,536,908 Report Date: May 04, 2023 Page19 162