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Home My WebLink AboutTIS 2024-05-21 Item 2C - Grant Acceptance - 2024 Annual Overlay: 50th Place from Transportation Improvement Board Complete StreetsCity 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