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HomeMy WebLinkAboutTIS 2024-04-22 Item 2H - Grant Application - 2024 Annual Overlay: 50th Place Overlay with Transportation Improvement BoardCity 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: April 19, 2024 SUBJECT: 2024 Annual Overlay — 50' PI Overlay Project No. 80010401 TIB Complete Streets Grant Application ISSUE Authorize the submittal of a grant application to the Transportation Improvement Board (TIB) Complete Streets grant 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 $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 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. Grant submissions are due on April 26th, 2024. We will be notified of awards on or around May 17th, 2024. FISCAL IMPACT The City is seeking $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. Amount Program Element ARPA Allocation $112,000 Pedestrian path, ADA ramps, restriping, traffic control devices Complete Streets Grant $400,000 Pavement/Overlay City Contribution $528,012 Pavement/Overlay Total $1,040,012 143 RECOMMENDATION The Committee is being asked to approve the submittal of the Complete Streets grant application for the 2024 Annual Overlay Program. Attachments: 50th PI Vicinity Map and Site Plans Pictures of existing conditions Https://Tukwilawa.Sharepoint.Com/Sites/Publicworks/Engineering/PW Drop Box/O1 TIC Agenda/2024 Agenda Items/TIC 04-22-24/8. TIB Complete Streets Grant Application Approval/Info Memo - TIB Complete Streets Grant Application Approval .Docx 144 107 ST S 108 RAINIER GOLF & COUNTRY CLUB S 116 ST 4 ST 138 ST 00 N S 140 ST ST N S111PL S 120 ST BOEING S 112 ST S 120 P ACCESS S S 115 S S 124 ST S127ST� _ 5126►T S128•T AS N 1A!) 142 ST DI 3 « PL S 124 ST A N S 111 S ST a BF 1004, �9 WALLACE ST cn w S 114TH ST FOS TER o.. URSE` \.0 c , • _ -o 50TH PL S 145 RD01.dwg 3/20/2024 2 zCL K: \TUKWILA\9TUK010700— 2024 Overlay Program\CADD\SheetFiles\9TUK010700 — 50TH EXISTING SURFACE 2" HMA CL Y" PG 58H-22 OVERLAY SHOULDER TO SHOULDER EDGE L 2" GRIND & 2" RESTORATION PAVE FOG LINE EDGE GRIND TO FOG LINE 50TH PL S OVERLAY PAVEMENT SECTION NTS cn W 0 0 U) rrl ,11 ST PL S EXISTING PAVEMENT 0 10 20 40 SCALE IN FEET .CNN 50TH PL S 24+00 33 TYP NNNN 0 EXTRUDED CURB 60 ic �-o- X 15.0' 7111‘ 12566 50T P' 0179002501 0 10 20 40 SCALE IN FEET 60 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION SIZE REMARKS S1 22+69.95 18.76' RT R2-1 "25" 30" x 36" REMOVE AND REPLACE S2 25+30.48 17.59' RT R7-1 "NO PARKING", R7-201P EXISTING REMOVE AND REPLACE S3 21+86.88 32.52' LT R1-1, "STOP" 30" x 30" REMOVE AND REPLACE 0 allIftftemmt II 411111114111141. X 5 ®EXTRUDEDCURB 0 • 1 9� x 0 • 00 V-k } �v 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 LOWER 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 LIMITS 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 CHANNELIZATION 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 O3 REMOVE. O4 GRIND AND PAVE LIMITS, SEE BUTT JOINT DETAIL, SHEET 2. 0 EDGE PLANING, SEE DETAIL, SHEET 2. O7 ROADWAY OVERLAY SECTION, SEE PAVEMENT SECTION, THIS SHEET. e INSTALL HMA STORM DRAIN APRON PER DETAIL, SHEET 2. 17 ADJUST UTILITY VALVE TO GRADE PER COT STD DETAIL G-2. 18 ADJUST UTILITY MANHOLE TO GRADE PER COT STD DETAIL G-2. Z2 FURNISH AND INSTALL VANED GRATE PER COT DETAIL DS-11. ADJUST TO FINAL GRADE. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET 2. 30 INSTALL PRECAST EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42 33 EDGE RESTORATION PER DETAIL, SHEET 3. CHANNELIZATION NOTES 1 3 4 5 8 PLASTIC STOP BAR PER COT STD DETAIL RS-20. PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10. PAINTED WHITE EDGE LINE PER WSDOT STD PLAN M-20.20. PAINTED WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10. RPM TYPE II BLUE, INSTALL PERPENDICULAR TO HYDRANT AT CENTERLINE. 11 if 3 u } PUBLIC' WORKS 11I *ENGINEERING* STREETS *WATER* SEWER* designed drawn checked by MEF MEF BMC date 03/24 03/24 03/24 proj eng proj dir field bk no KPG PSOMAS Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 Tacoma I Wenatchee I KPG.com BID DOCUMENTS 2024 TUKWILA OVERLAY PROGRAM 50TH PL S (STA 20+00 TO STA 26+00) no date revisions 14 17 file no 9MUK010100.515H PLS.PLN•RD0I,DWG scale 1" = 20' date 03/24 146 RD01.dwg 3/20/2024 2 K: \TUKWILA\9TUK010700— 2024 Overlay Program\CADD\SheetFiles\9TUK010700 — 50TH ]NI1 HO1VW 1i3HS SIHI 5L+6Z 50TH PL S 12556 50TH PL S 0179062560 12546 50TH D'_ 0179002575 27+00 25' 12542 50TH PL S 0 10 20 40 SCALE IN FEET 0179002600 60 1 O EXTRUDED CURB L12529 50TH PL 0179002890 11416UTILITY ~� WATER VAULT METER ©i 12523 50TH PL S 0179002885 30+00 12519 50TH PL S 0179002865 \\\\ \\\\ 50TH PL S 12515 50TH PL S 0179002860 NNNNNNNNN 31+00 NN . \ NNNNNN 12507 50T PL S 0179002845 32+0C( 2501 50TH PL S 0179002;335 32+85 gs' Of- 50TH PL S NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN C1 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 60 EXISTING SURFACE F- w w U) F- LC) 0) N Q w U F- a 2" HMA CL Y2" PG 58H-22 OVERLAY SHOULDER TO SHOULDER EXISTING PAVEMENT EDGE -2" GRIND & 2" RESTORATION PAVE FOG LINE EDGE GRIND TO FOG LINE 50TH PL S OVERLAY PAVEMENT SECTION N TS CHANNELIZATION NOTES 3 4 5 PLASTIC STOP BAR PER COT STD DETAIL RS-20. PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STD PLAN M-20.10. PAINTED WHITE EDGE LINE PER WSDOT STD PLAN M-20.20. PAINTED WHITE WIDE EDGE LINE PER WSDOT STD PLAN M-20.10. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION SIZE REMARKS S4 S5 28+00.00 31+26.84 20.30' LT 26.84' LT R7-1 "NO PARKING" R2-1 "SPEED LIMIT 25" 12" x 18" 24" x 30" NEW REMOVE AND REPLACE S6 31+79.83 20.42' LT R7-1 "NO PARKING" 12" x 18" NEW 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 LOWER 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 LIMITS FOR CONTRACTING AGENCY AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO SAWCUTTING, PLANING, AND/OR EXCAVATION. CONTRACTOR SHALL IDENTIFY, MEASURE, RECORD AND MARK IN THE FIELD EXISTING CHANNELIZATION 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. O3 REMOVE. O4 GRIND AND PAVE LIMITS, SEE BUTT JOINT DETAIL, SHEET 2. 0 EDGE PLANING, SEE DETAIL, SHEET 2. O7 ROADWAY OVERLAY SECTION, SEE PAVEMENT SECTION, THIS SHEET. 0 PAVEMENT REPAIR SECTION, SEE DETAIL, SHEET 3. �' SAWCUT AND REMOVE ASPHALT PAVEMENT AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS. 14 INSTALL HMA STORM DRAIN APRON PER DETAIL, SHEET 2. 15 INSTALL GRAVEL SHOULDER, SEE SECTION, SHEET 3. 17 ADJUST UTILITY VALVE TO GRADE PER COT STD DETAIL G-2. 18 ADJUST UTILITY MANHOLE TO GRADE PER COT STD DETAIL G-2. ZZ FURNISH AND INSTALL VANED GRATE PER COT DETAIL DS-11. ADJUST TO FINAL GRADE. INSTALL STORM DRAIN MARKER SEE DETAIL, SHEET 2. 29 INSTALL NEW HMA DRIVEWAY PER PAVEMENT SECTION, SHEET 3. 30 INSTALL PRECAST EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42 33 EDGE RESTORATION PER DETAIL, SHEET 3. 38 TRIM VEGETATION AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS. CI INSTALL HMA WALKWAY PER DETAIL, SHEET 3. 11 if 3 u } PUBLIC WJt1 11I I-JF' TU_ *ENGINEERING* S TREET S *WATER* SEWER* designed drawn checked by MEF MEF BMC date 03/24 03/24 03/24 proj eng proj dir field bk no KPG PSOMAS Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 Tacoma I Wenatchee I KPG.com BID DOCUMENTS 2024 TUKWILA OVERLAY PROGRAM 50TH PL S (STA 26+00 TO STA 30+50) no date revisions 15 17 file no 9MUK010100.515H PLS.PLN.RD0I,1NIG scale 1" = 20' date 03/24 147 Facing East on 50th PI towards the S 129th St Bridge (Southern -most project limit by Codiga Park) In front of Codiga Park facing North 148 Facing North at the end of existing pedestrian facility on the West side of 50th PI where we will pick up and extend. Cracking on roadway, missing RPMs, and faded paint on 50th PI facing North 149 Cracking on roadway, missing RPMs, and faded paint on 50th PI nearing the S 124th intersection facing North 150