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Home My WebLink AboutTrans 2016-07-18 Item 2A - Update - Tukwila Urban Center / Transit Oriented Development Pedestrian Improvements StatusCity of Tukwila Allan Ekberg, Mayor INFORMATIONAL MEMORANDUM TO: Transportation Committee FROM: Robin Tischmak, City Engineer R�� BY: Moira Bradshaw, Senior Planner COPY: Mayor Ekberg DATE: July 15, 2016 SUBJECT: TUC/TOD Pedestrian Improvements Project No. 90710405 Project Status Update ISSUE The TUC /TOD Pedestrian Improvements are being completed by implementing several individual projects and segments. Attachment A is a Figure with descriptions of the various segments. This is an update on the different phases and their progress. BACKGROUND A pedestrian and bicycle corridor between the City's urban core and the Tukwila Station (which serves multiple transit options), along with the break -up of the "super blocks" in Southcenter has been a long term goal for the City. The cost to complete the project has necessitated a phased implementation. A number of milestones have recently occurred on different segments. Attachment B was prepared by King County Department of Natural Resources (DNR) for design and cost considerations. DISCUSSION Baker Boulevard Non - Motorized Improvements and Christensen Road: King County Parks and Natural Resources Department, who were aware of the City's goals and desires to improve access into centers and linkages to transit, approached the City with an offer to provide funding for a portion(s) of the overall project. Attachment B is a conceptual plan created by King County Parks and Recreation Division. They are developing an Interagency Agreement that would transfer up to $1 million to Tukwila in order for the City to complete the design and construction of the Baker Boulevard segment and construction only of the Christensen Rd segment. Green River Trail Segment: This segment (from the west bridge connection to Christensen Road) was removed from the TUC Pedestrian /Bicycle Bridge Project (King County refers to it as the Green River non - motorized bridge project). No funding source has been proposed for this trail segment as this work cannot be completed until after the pedestrian bridge construction has been completed. TUC Pedestrian /Bicycle Bridge Project: A successful bid was submitted and a contract was awarded by Council on June 13, 2016. Attachment C is a drawing of the pedestrian bridge design. Expected completion is 2017. 1 INFORMATIONAL MEMO Page 2 West Valley Highway Non - Motorized Improvements and Longacres Way: King County Metro completed and submitted a grant application for PSRC Non - motorized funds under the title "Access to Transit ". The project has been recommended for approval and funds may be available as early as 2017. Similar to the Baker and Christensen segments, the County would pass through the funds to Tukwila to complete design and construction work on West Valley Hwy and design only for Longacres Way. FINANCIAL IMPACT Funding for the separate segments are shown in the "Proposed" 2017 CIP sheets attached for reference. RECOMMENDATION Information only. ATTACHMENTS A. TUC/TOD Pedestrian Improvements segments B. King County Department of Natural Resources and Parks Urban Center Access Proposal C. Green River Non - motorized Bridge drawing D: 2017 Proposed CIP sheets W: \PW Eng \PROJECTS\A- RW & RS Projects \TOD Pedestrian Improvements (90710405) \Trans Committee InfoMemo 7.18.16 RT.doc 2 TUC/TOD Pedestrian Improvements Tukwila's outhcenter Connection The Trail is made up of six segments and they are ordered from west to east and are labeled by the street and or trail name. [Baker Boulevard Non - Motorized Improvements Road diet to create dedicated bike lanes and upgrade curb ramps to meet current ADA Stan ar• s (• esigne•) King County DNR partnership for construction - using levy funds. Christensen Road Buffered shared use trail (designed) King County DNR partnership for construction - using levy funds. Page 1 of 7 July 13, 2016 Attachment "A" Green River Trail Regional trail widened from 8 to 10 feet with 2 foot shoulders and improved with illumination and pedestrian amenities (engineered and permitted). Delayed in order to avoid project area overlap with TUC Pedestrian Bridge construction /contractor (need s69oK for construction). TUC Pedestrian /Bicycle Bridge Twin -tied arch bridge (16 feet) connecting Green River Trail to West Valley Hwy sidewalk. (Construction awarded, completion in 2017). [West Valley Highway Non-Motorized Improvements Segment 1 West edge: Proposed buffered 12 -foot shared use path (Partia y •esigne., a.. itiona .esign an construction funding has been recommended through PSRC countywide process). Longacres Way Segment 2: Proposed buffered 8 -12 foot shared use path (design funds have been recommended through the PSRC countywide process; need construction funding). 4, Page 2 of 2 July 13, 2016 Tukwila Mobility Connections King County Department of Natural Resources and Parks Parks and Recreation Division Attachment "B" Tukwila Mobility Connection March 2016 Mobility Connections Overall Concept Mobility Connections Vision • Mobility Connections are active transportation (bicycle and pedestrian) connections linking the Regional Trails System to urban centers, transit centers, civic centers, and other regionally significant destinations throughout King County; • Mobility Connections use streets and other public rights -of -way to create priority connections; • Mobility Connections enhance bicycle and pedestrian access and promote mobility and sustainability; and • Mobility Connections are created through partnerships between King County DNRP and local communities, transit agencies and other public entities. Mobility Connections Goals • Ensure safe and direct bicycle and pedestrian connections from the Regional Trails System to urban communities; • Extend the benefits of the Regional Trails System to urban communities; • Increase mobility and travel options while decreasing the need for automobile parking and other costly infrastructure; • Encourage alternatives to driving, reducing traffic congestion, and improving air quality; • Promote physical activity and enhanced health; and • Encourage economic development and sustainability. Introduction 1 Tukwila Mobility Connection March 2016 Tukwila Mobility Connections Tukwila Mobility Connection General Concept In • Connection Alignment 4-1-1F Rail Corridor • • City of Tukwila Project Regional Trail Street 0 250 500 Transit Connections 1,000 I Feet I- Project • ■ ■ LONGA®RES Station Project BAKER • • • • NW' BLVD STRANDER Introduction Tukwila Mobility Connection Goals • Provide a dedicated bicycle and pedestrian connection between the Tukwila Sounder /Amtrak Station and the Tukwila Urban Transit Center at Southcenter Mall in the heart of the Tukwila Urban Center; • Link the Regional Trails System with this connection to maximize the non motorized mobility between the Tukwila Urban Center and nearby cities; • Build upon the nonmotorized mobility benefits the Tukwila Green River Bridge will bring to the Southcenter area by extending the project extent outwards; and • Eliminate the barrier to east -west nonmotorized movement in this area caused by the presence of West Valley Highway. Tukwila Mobility Connection Projects Project A • Proposes the rechannelization of Baker Boulevard between Christensen Road and Andover Park W. to include bicycle facilities; and • Proposals are based on street rechannelization designs for Baker Boulevard received from the City of Tukwila. Project B • Proposes a shared use path along West Valley Highway and Longacres Way between the Tukwila Green River Bridge project terminus and the Tukwila Sounder /Amtrak Station. 2 00 Tukwila Mobility Connection Baker Boulevard Context Map • • Connection Alignment - Regional Trail ■ • City of Tukwila Project Street Baker Blvd Segment I+F Rail Corridor 250 500 1,000 Feet Baker Boulevard - Overview Red highlighted sections in context maps represents area of analysis. Baker Boulevard street view facing east from Andover Park W. intersection. (Google Street View, Aug 2015). Project A March 2016 Facing east at widened sidewalks on north side of Baker Boulevard. Facing west at sidewalks on north side of Baker Boulevard between Christensen Road and And- over Park E. 3 CO Tukwila Mobility Connection e- March 2016 Baker Boulevard - Existing Conditions Baker Boulevard Detail Map • • . ■ Connection Alignment ■ City of Tukwila Project 1 Parcel Lines N 0 40 80 160 Feet for ix) .. Red lines with arrows indicate area and direction of view of accompanying cross sections. Baker Boulevard West Segment - Existing Cross Section 1 t t • Western segment between Andover Park W. and Andover Park E. is approximately 1100 feet; • Approximately 51 feet of available curb -to -curb street width; • 4 vehicle travel lanes approximately 13- feet -wide and a 25 mph speed limit; • North side of Baker Blvd. has a 15- foot -wide sidewalk along most of its length; • Utility poles, street benches and street trees narrow the north sidewalk to as little as 5 -feet- wide in some areas; • South side of Baker Blvd. has a 6- foot -wide sidewalk along most of its length; • No parking or bicycle lanes present; and • Intersection with Andover Park W. is all -way traffic signal controlled. Project A 2 Baker Boulevard East Segment - Existing Cross Section V A, E` MINA - - /J 1 1 t t • Eastern segment between Andover Park E. and Christensen Rd. is approximately 350 feet; • Approximately 51 feet of available curb -to -curb street width; • 4 vehicle travel lanes approximately 13- feet -wide and a 25 mph speed limit; • Both north and south sidewalks are approximately 6- feet -wide; • No parking or bicycle facilities present; and • Intersection with Andover Park E. is all -way traffic signal controlled and the intersection with Christensen Rd. is stop controlled for traffic on Baker Blvd. 4 Tukwila Mobility Connection Baker Boulevard - City of Tukwila Proposal Conventional Bike Lanes March 2016 QUA • II rA rd 0,0\4 a.; Ba Blvd Baker Boulevard Detail Map • ■ Connection Alignment ■ City of Tukwila Project 1 Parcel Lines 0 40 80 160 Feet ` Irr r r N MI Baker Boulevard West Segment - Conventional Bike Lanes • No changes to existing curb lines; • Vehicle lanes reduced to one 11- foot -wide lane each way; • 6- foot -wide bike lanes added in both directions adjacent to 8.5- foot -wide parking lanes on both sides of the street; • Bike lanes do not have double- stripe painted buffers or delineator post buffers; and • At approaches to intersections, parking lanes transition to vehicle turning lanes. Project A Baker Boulevard East Segment - Conventional Bike Lanes � i ti �i a f • • No changes to existing curb lines; • Road diet reduces vehicle travel lanes from four to three, each 13- feet -wide; • 6- foot -wide bike lanes are added on both sides of the road adjacent to the sidewalk; and • Intersection of Baker Boulevard and Christensen Road is changed to all way stop sign con- trolled. 5 Tukwila Mobility Connection March 2016 Match line 1 Baker Boulevard - King County Proposal Option 1 - Buffered Bike Lanes Baker Boulevard West Segment - Buffered Bike Lanes Sidewalk Andover Park W Buffered Bike Lane a Buffered Bike Lane Parking Buffered Bike Lane Buffered Bike Lane Parking frzl Sidewalk Sidewalk Sidewalk. w Parking 1 Buffered Bike Lane Buffered Bike Lane Parking N kn Sidewalk *Note: plan views are for illustrative and conceptual purposes and are not drawn to scale. Andover Park E • i* Buffered Bike Lane Buffered Bike Lane • No changes to existing curb lines; • Both bike lanes are reduced to 5- feet -wide with an added 1.5- foot -wide painted buffer be- tween vehicle travel lanes and bike lanes; • Both parking lanes are reduced from 8.5 to 8- feet -wide; • Green markings in transition area highlights the presence of bicyclists for motorists transi- tioning to right turn lane; and • Green bike boxes at both approaches to Andover Park E. intersection allow cyclists to posi- tion themselves in view of motorists to avoid right -turn conflicts. Sidewalk Buffered Bike Lane Buffered Bike Lane Sidewalk 2 Project A 6 Tukwila Mobility Connection Sidewalk Buffered Bike Lane Baker Boulevard - King County Proposal Option 1 - Buffered Bike Lanes III II II II II II II II II II II II II II Buffered Bike Lane Buffered Bike Lane Buffered Bike Lane Sidewalk N At *Note: plan views are for illustrative and conceptual purposes and are not drawn to scale. Baker Boulevard East Segment - Buffered Bike Lanes r � b Bu; ` A t Christensen Rd • No changes to existing curb lines; • All three vehicle travel lanes reduced from 13 to 12- feet -wide; and • Bike lanes reduced from 6 to 5.5- feet -wide with a 2- foot -wide painted buffer between ve- hicle traffic and bike lanes. N Project A Shared Use Path 12' March 2016 Summary of Buffered Bike Lane Proposal Benefits Buffered Bike Lanes • Added buffer area provides greater shy distance between motor vehicles and cyclists; • Provides extra space for cyclists to pass another cyclist without entering the motor vehicle lane; and • Added facility width appeals to a wider cross - section of bicycle users. Bike Boxes • Increase the visibility of cyclists at intersections by positioning them in front of motorists; • Reduce the incidence of "right- hook" conflicts with turning vehicles at the start of the green light phase; and • Group cyclists together to facilitate clearing the intersection quickly. Green Pavement Markings • In transition areas raises motorists and cyclists awareness of the presence of these areas of conflict; • Increases motorist yield behavior at areas of conflict; and • Raises the overall visibility of cyclists. 7 Tukwila Mobility Connection March 2016 Baker Boulevard - King County Proposal Option 1 - Buffered Bike Lanes Engineer's Cost Estimate for Construction Item No. Item Description Unit Est. Qty Unit Price Lump Sum! Ext nted Amount Additional Notes 1 MOBILIZATION L.S. S 41.955.00 2 REMOVING RAISED PAVEMENT MARKER L.S. S 5.000.00 3 REMOVING MISC EL LANEOUS TRAF FIC ITEM L.S. S 10.000.00 4 REMOVING PLASTIC TRAFFIC MARKING EACH 10 S 100 00 S 1.000.00 5 REMOVING PLASTIC CROSSWALK LINE S.F. 500 S 5 00 S 2.500.00 6 REMOVING PLASTIC LINE L.F. 130 S 5 00 5 650.00 7 REMOVING CEMENT CONC. SIDEWALK S.Y. 250 S 30 00 S 7.500.00 8 EROSION /WATERPOLLUTION CONTROL EST. S 5.000.00 9 PAINT LINE L.F. 7.000 $ 1.50 S 10.500.00 10 PLASTIC C ROSSWALK LINE S.F. 600 S 4.00 S 2.400.00 11 PLASTIC STOP LINE L.F. 130 S 15.00 S 1.950.00 12 PLASTIC TRAFFIC ARROW EACH 14 5 200.00 S 2.800.00 13 PAVEMENT MARKING. GREEN BIKE PANEL L.F. 300 S 25.00 S 7.500.00 14 PAVEMENT MARKING. GREEN THERMOPLASTIC S.F. 2.300 S 10.00 S 23.000.00 15 PLASTIC BICYCLE LANE S'YTVlBOL EACH 35 5 300.00 5 10.500.00 16 PERMANENT SIGNING L.S. $ 15.000.00 Wa'yfinding signs. street parking signs. etc... 17 PROJECTTEMPORARYTRAFFIC CONTROL L.S. $ 30.000.00 18 BIKE RACK EACH 10 $ 500.00 $ 5.000.00 19 TRAFFIC SIGNAL SYSTEM (S50KINTERSECTION) EACH 2 $ 50.000.00 $ 100.000.00 Keeping ex poles. signal cabinets. New pushbuttons.APS. conduits. induction loops. etc. 20 CEMENT CONC. SIDEWALK S.Y. 250 S 65.00 S 16250.00 21 CEMENT CONC. DRIVEWAY S.Y. 50 S 80.00 S 4.000.00 22 CEMENT CONC. CURB RAMP EACH 12 S 10.000.00 S 120.000.00 23 ROADWAY SURVEYING L.S. S 10.000.00 24 MINOR CHANGE CALC S 25.000.00 25 SPCC PLAN L.S. S 1.000.00 26 HEALTH AND SAFETY PLAN L.S. S 1.000.00 27 ROADSIDE CLEANUP EST. S 2.000.00 CONSTRUCTION SUBTOTAL: CONTINGENCY at25 %: CONSTRUCTION TOTAL: $461,505.00 $115,316.25 $516,881.25 Project A 8 Tukwila Mobility Connection Andover Park W Baker Boulevard - King County Proposal Option 2 - Two-Way Cycle Track Sidewalk Tudo -way Cycle Track Driveway Crossing 3' Buffer w/ ❑e nneator Posts Parking 0. Parking Sidewalk Sidewalk • Sidewalk Two -way Cycle Track 3' Buffer w/ Delineator Posts Parking co Parking Sidewalk IIIIIIIIIIIIIIIIII N *Note: plan views are for illustrative and conceptual purposes and are not drawn to scale. Project A Andover Park E Baker Boulevard West Segment - Two -Way Cycle Track with Delineator Posts lag \A. Q 0 ■ March 2016 • • No changes to existing curb lines; • Both parking lanes are reduced to from 8.5 to 8- feet -wide; • Bike lanes are consolidated into a 10- foot -wide two -way cycle track with a 3- foot -wide painted buffer with delineator posts on the north side of the street; • Requires the addition of overhead bicycle signal heads at Andover Park W. and Andover Park E., and • Green markings though intersections and at driveway crossings alerts motorists of the pres- ence of bicyclists in potential conflict areas. Sidewalk o - Two -way Cycle Track 3 Buffer '.a Delineator Pasts 4O woe 9 Sidewalk An example of a two -way cycle track facility type with delineator posts in painted buffer area. This facility is located in the Bitter Lake Neighborhood of North Seattle along the Interurban North on Linden Ave. 9 Tukwila Mobility Connection Baker Boulevard - King County Proposal Option 2 - Two-Way Cycle Track Summary of Two -Way Cycle Track Proposal Benefits Sidewalk Two-Way Cycle Track Two-Way Cycle Track. 3' Buffer or1 ❑ellneator Posts ' Buffer svl ❑e Hrieator Posts 5° Sidewalk N *Note: plan views are for illustrative and conceptual purposes and are not drawn to scale. Christensen Rd Baker Boulevard East Segment - Two -Way Cycle Track with Delineator Posts 12° • No changes to existing curb lines; • All three vehicle travel lanes reduced from 13 to 12- feet -wide; • Bike lanes are consolidated into a 10- foot -wide two -way cycle track with a 3- foot -wide painted buffer with delineator posts on the north side of the street; and • Green checkered pavement guides cyclists through the intersection to the proposed shared use path adjacent to Christensen Road. 01 Project A Shared Use Path 12' March 2016 Two -Way Cycle Track • Dedicates and protects roadway space for cyclists improving safety and perceived comfort; • Reduces the risk of "dooring" compared to a conventional bike lane adjacent to a parking lane; • Painted buffer area with delineator posts offers a lower -cost solution to create a physical buffer from traffic; • More attractive to a wider range of cyclists of all ages and abilities; and • Resembles a trail -like facility in the street and maintains a closer facility consistency with the proposed shared use path connection along Christensen Road. Green Pavement Markings • At intersections and driveway crossings raises motorists and cyclists awareness of the presence of these areas of conflict; • Increase motorist yield behavior at these areas of conflict; and • Raises the overall visibility of cyclists. Bicycle Signal Heads • Separates bicycle movements from conflicting motor vehicle movements; • Provides priority to bicycle movements at intersections; and • Improves operation and provides appropriate information for cyclists. 10 Tukwila Mobility Connection March 2016 Baker Boulevard - King County Proposal Option 2 - Two-Way Cycle Track Engineer's Cost Estimate for Construction hem No. Item Description Unit Est. Qty Unit Price Lump Surni Extented Amount Notes 1 MOBILIZATION L.S. S 64,680.00 2 REMOVING RAISED PAVEMENT MARKER LS. S 5,000.00 3 REMOVING MISCELLANEOUS TRAFFIC ITEM LS. 5 10,000.00 4 REMOVING PLASTIC TRAFFIC MARKING EACH 10 $ 100.00 S 1,000.00 5 REMOVING PLASTIC CROSSWALK LINE S.F. 500 5.00 S 2,500.00 6 REMOVING PLASTIC LINE L.F. 130 5.00 S 650.00 7 REMOVING CEMENT CONC. SIDEWALK S.Y. 250 $ 30.00 5 7,500.00 8 EROSIONNWATERPOLLUTION CONTROL ESL 5 5,000.00 9 PAINT LINE L.F. 7,000 $ 1.50 $ 10,500.00 10 FLEXIBLE DELINEATOR POST (10' O.C.) EACH 130 $ 60.00 S 7,800.00 11 PLASTIC CROSSWALK LINE S.F. 600 $ 4.00 S 2.400.00 12 PLASTIC STOP LINE L.F. 130 $ 15.00 S 1,950.00 13 PLASTIC TRAFFIC ARROW EACH 45 $ 200.00 S 9,000.00 14 PAVEMENT MARKING, GREEN BIKE PANEL L.F. 150 $ 25.00 S 3,750_00 15 PAVEMENT MARKING, GREEN THERMOPLASTIC S.F. 2.300 $ 10.00 S 23,000.00 16 PLASTIC BICYCLE LANE SYMBOL EACH 25 S 300.00 5 7.500.00 17 PERMANENT SIGNING L.S. 5 15,000.00 Wayfinding signs. street parking sig ns. etc... 18 PROJECTTEMPORARYTRAFFIC CONTROL LS. S 50,000.00 19 BIKE RACK EACH 10 5 500.00 S 5,000.00 20 TRAFFIC SIGNAL S'YSTEM($50KANTERSECTION) EACH 2 5 50.000.00 $ 100,000.00 Keeping ex poles. signal cabinets_ New pushbuttonsAPS,conduits. induction loops. etc. 21 UNDEFINED ITEM (MASK ARM REPLACEMENT AT 2 INTERSECTION ) L.S. $ 200.000.00 Mayne ed this item to line up signal heads with lane due to wider thru traffic. 22 CEMENT CONC. SIDEWALK S.Y. 250 $ 65.00 5 16,250.00 23 CEMENT CONC. DRIVEWAY S.Y. 50 S 80.00 5 4,000.00 24 CEMENT CONC. CURB RAMP EACH 12 S 10.000.00 5 120,000.00 25 ROADWAY SURVEYING L.S. 5 10,000.00 26 MINOR CHANGE CALC $ 25,000.00 27 SPCC PLAN L.S. S 1,000.00 28 HEALTH AND SAFETY PLAN L.S. S 1,000.00 29 ROADSIDE CLEANUP EST. S 2,000.00 CONSTRUCTION SUBTOTAL: CONTINGENCY at 25% : CONSTRUCTION TOTAL: Project A $711,480.00 $177,870.00 $889,350.00 11 Tukwila Mobility Connection Baker Boulevard - King County Proposal Option 2a - Two-Way Cycle Track with Concrete Buffer Baker Boulevard West Segment - Two-Way Cycle Track with Concrete Buffer iM■ :. t • No changes to existing curb lines; • Primary difference between this configuration and previous configuration is the addition of permanent concrete buffers in place of plastic posts as delineators; • Concrete buffers provide permanent physical barrier between parked cars and cycle- track; and • The additional 2- foot -wide painted barrier on inside edge of concrete barrier acts as a door zone and effectively widens the width of the cycle track. Project A March 2016 An example of a two -way cycle track facility type with concrete delineators in the buffer area. This facility is also located in the Bitter Lake Neighborhood in North Seattle along the Inter- urban North on Linden Avenue. 12 Tukwila Mobility Connection West Valley Highway Context Map • • Connection Alignment - Regional Trail • • City of Tukwila Project Street ti w Valley Hwy Segment Ill Rail Corridor 0 250 500 1,000 Feet West Valley Highway Overview West Valley Highway Existing Conditions • Overall length of West Valley Highway Segment is approximately 450 feet; • 7 vehicle travel lanes each approximately 12- feet -wide and a 40 mph speed limit; • 8- foot -wide sidewalks on both sides of the street adjacent to vehicle travel lanes; and • Approximately 26 feet of available ROW west of existing sidewalk on west side of the street based on parcel boundaries; and • Newly constructed push - button activated crosswalk and curb ramps brings pedestrians safely across West Valley Highway. co Project B March 2016 West Valley Highway (SR 181) street view facing north (Google Street View, Aug 2015). West Valley Highway street view facing southwest at existing sidewalk and turnout lane on west side of roadway (Google Street View, Aug 2015). Newly built curb ramp at SW corner of West Valley Highway and Longacres Way. Note existing pedestrian push button and utility box (Google Street View, Aug 2015). 13 Tukwila Mobility Connection West Valley Highway - South Segment - KC Proposal City of Tukwila Project South Segment Existing Conditions • Approximately 8- foot -wide sidewalk adjacent to vehicle travel lanes; and • 2 driveway crossings just north of the Green River Bridge project. Project B West Valley Highway - South Existing Cross Section 12' Shared Use Path - 1 t T Option 1 - Shared Use Path adjacent to Roadway • Constructs a 12- foot -wide shared use path with up to a 5- foot -wide planting strip between vehicle travel lanes and the path; • Shared use path would connect directly with the north extent of the soon to be constructed Green River Pe- destrian Bridge; • Does not reconfigure existing curb lines or drainage; • M. March 2016 • Requires the use of approximately 9 feet of adjacent planting strip west of sidewalk; • Approximately 11 trees throughout entire West Valley Highway segment would need to be uprooted and new trees planted; and • Two utility boxes may also require relocation or be in- corporated into the design. 14 Tukwila Mobility Connection West Valley Highway - Middle Segment - KC Proposals West Valley Highway Detail Map ■ City of Tukwila Project Parcel Lines Middle Segment Existing Conditions • A turnout lane approximately 175 - feet -long extends into the planting strip area; • One driveway crossing just north of the turnout lane; and • One utility box is adjacent to the sidewalk near the north end of the turnout lane. N Project B West Valley Highway - Middle Existing Cross Section mar I 1 1 14 PO t t I March 2016 16' Planing Nrlp Option 1- Shared use path in part of adjacent planting strip MILL /Mk MillL 12' �1 Shared Use Path • Constructs a 12- foot -wide shared use path with up to a 5- foot -wide planting strip between vehicle travel lanes and the path; • Does not reconfigure existing curb lines or drainage; 16' • Requires the use of approximately 9 feet of adjacent planting strip west of sidewalk; and • Would likely require displacement of up to 11 trees and relocation of utility box (mentioned previously). Option 2 - Shared use path in place of turnout lane IT 12' Shared Use Path Mrik t • Constructs a 12- foot -wide shared use path with up to a • May not require displacement of 6 of the trees or one 5- foot -wide planting strip between vehicle travel lanes utility box mentioned previously and the path; • Requires rebuilding curb line and drainage through en- tire length of turn lane; and 15 Tukwila Mobility Connection West Valley Highway - North Segment - KC Proposals West Valley Highway Detail Map Connection Alignment City of Tukwila Project Parcel Lines 0 45 90 180 Feet ■ Pf North Segment Existing Conditions • ROW west of sidewalk narrows to 8- feet -wide upon the approach to the intersection with Longacres Way; • A traffic pole exists adjacent to sidewalk just south of the crosswalk; and • A new curb ramp and pedestrian push button have been constructed at crosswalk to Longacres Way. N Project B i • 11 ■ 11' Shared Use Path West Valley Highway - North Existing Cross Section MFA March 2016 t t Option 1- Shared use path with planting strip adjacent to roadway AXEL i r ..r.. •• F 1' 12" 12 • Constructs an 11- foot -wide shared use path with up to a 5- foot -wide buffer adjacent to vehicle travel lanes; • Does not reconfigure existing curb lines or drain- age; I Shared Use Path • Traffic pole would remain in place and would oc- cupy the middle of the path; and • Newly constructed curb ramp may need to be re- constructed to accommodate increased width, and push button and utility box need to be incor- porated into the design. Option 2 - Shared use path adjacent to roadway IW. '1 t • Widens the existing sidewalk 4 feet west of traffic pole, • Does not reconfigure existing curb line or drain- age; • Traffic pole would remain in place and would oc- cupy the middle of the path; and • Newly constructed curb ramp may need to be re- constructed to accommodate increased width, and push button and utility box need to be incor- porated into the design. 16 Tukwila Mobility Connection West Valley Highway - Engineer's Construction Cost Estimates March 2016 Estimate 1- Construction of Shared Use Path within Estimate 2 - Construction of Shared Use Path, rebuilds curb line existing curb lines for entire segment Estimate is a combination of the following proposed options: • Option 1 from South Segment • Option 1 from Middle Segment • Option 1 from North Segment Item Item Description Unit Est. Qty Unit Price Extented Amount Notes 1 MOBILIZATION L.S. Est. Qty Unit Price 5 33.125 00 Notes 2 REMOVE TREE EACH 12 5 500.00 5 6.000.00 S 34.337.50 3 REMOVING CEMENTCONC SIDEWALK S.Y. 400 S 30 00 S 12.000.00 S 3.000.00 4 EROSIONIWATER POLLUTION CONTROL EST. S.Y. 400 S 5.000.00 S 12.000.00 4 REMOVING CEMENT CONC. CURB AND GUTTER L.F. 175 S 20.00 S 3.500.00 5 EXCAVATION INCL. HAUL C.Y. 150 5 15.00 5 2.250.00 S 5.000.00 6 PLASTIC STOP LINE L.F. 80 S 15 00 S 1.200.00 7 PLASTIC TRAFFIC ARROW EACH 6 5 200.00 S 1.200 00 S 2.250.00 8 PEDESTRLAN SYMBOL EACH 6 S 300.00 S 1.800.00 S 1..200.00 9 PAVEMENT MARKING. GREEN THERMOPLASTIC S.F. 1.000 S 10.00 S 10.000 00 S 1,200.00 10 PLASTIC BICYCLE LANE SYMBOL EACH 6 S 300.00 S 1.800.00 S 1.800.00 11 PERMANENT SIGNING L.S. S.F. 1.000 S 5.000.00 Wa biding signs. stop signs 12 PROJECT TEMPORARY TRAFFIC CONTROL L.S. EACH 6 S 30,000.00 S 1.800.00 13 BIKE RACK EACH 4 S 500.00 S 2.000.00 S 5.000.00 Wayfinding signs. stop signs 13 PROJECT TEMPORARYTRAFFIC CONTROL L.S. S 30.000.00 14 DETENTION/DRAINAGE SYSTEM L.S. EACH 4 5 100.000.00 S 2.000.00 15 REMOVING AND RELOCATING WIRE FENCE L.S. S 1.000,00 16 LANDSCAPING. SEEDING. TOPSOIL L.S. L.S. S 20.000.00 S 100.000.00 17 UT1LITYADJUSTMENT L.S. L.S. S 10.000,00 -at 31ocatians 18 CEMENT CONC. SIDEWALK S.Y. 600 S 65.00 S 39.000 00 S 10.000.00 19 CEMENT CONC. DRIVEWAY S.Y. 50 5 80.00 5 4.000.00 S 5.000.00 20 CEMENT CONC. CURB RAMP EACH 2 5 1000000 5 20.000.00 S 2.000.00 21 D RIVEWAY RE C ON S TRUC TION L.S. L.F. 175 S 30.000.00 -at 3 driveways 22 ROADWAY SURVEYING L S S.Y. 500 5 10.000.00 S 32.500.00 23 MINOR CHANGE CALC S.Y. 50 S 15.000.00 S 4.000.00 24 SPCC PLAN L.S. EACH 2 S 1.000.00 5 20.000.00 25 HEALTH AND SAFETYPLAN L.S. L.S. S 1.000.00 5 25.000 00 26 ROADSIDE CLEANUP EST. L.S. 5 2.000 00 5 30.000.00 CONSTRUCTION SUBTOTAL: TEMPORARY CONSTRUCTION EASEMENT: CONTINGENCY at2S% : CONSTRUCTION TOTAL: N Project B $364,375.00 $10,000.00 $91,093.75 $465,468.75 along turn -out lane Estimate is a combination of the following proposed options: • Option 1 from South Segment • Option 2 from Middle Segment • Option 2 from North Segment Item No Item Description Unit Est. Qty Unit Price Lump Sum! Extented Amount Notes 1 MOBILIZATION L.S. S 34.337.50 2 REMOVE TREE EACH 6 5 500.00 S 3.000.00 3 REMOVING CEMENT CONC. SIDEWALK S.Y. 400 S 30.00 S 12.000.00 4 REMOVING CEMENT CONC. CURB AND GUTTER L.F. 175 S 20.00 S 3.500.00 5 EROSIONWATER POLLUTION CONTROL EST. S 5.000.00 6 EXCAVATION INCL. HAUL C.Y. 150 S 15.00 S 2.250.00 7 PLASTIC STOP LINE L.F. 80 S 15.00 S 1..200.00 8 PLASTIC TRAFFIC ARROW EACH 6 5 200.00 S 1,200.00 9 PEDESTRIAN SYMBOL EACH 6 S 300.00 S 1.800.00 10 PAVEMENTMARKING. GREEN THERM OPVASTC S.F. 1.000 S 10.00 S 10.000.00 11 PLASTIC BICYCLE LANE SYMBOL EACH 6 5 300.00 S 1.800.00 12 PERMANENT SIGNING L.S. S 5.000.00 Wayfinding signs. stop signs 13 PROJECT TEMPORARYTRAFFIC CONTROL L.S. S 30.000.00 14 BIKE RACK EACH 4 S 500.00 S 2.000.00 15 DETENTONIDRAINAGE SYSTEM L.S. S 100.000.00 16 WIRE FENCE RELOCATION L.S. S 1.000.00 17 LANDSCAPING. SEEDING. TOPSOIL L.S. S 10.000.00 18 UTILITY ADJUSTM ENT L.S. S 5.000.00 -at 2locations 19 SAWCUT L.F. 200 5 10.00 S 2.000.00 20 CEMENT CONC. TRAFFIC CURB AND GUI I ER L.F. 175 S 35.00 5 6.125.00 For middle proposal to remove pullout 21 CEMENT CONC. SIDEWALK S.Y. 500 S 65.00 S 32.500.00 22 CEMENT CONC. DRIVEWAY S.Y. 50 5 80.00 S 4.000.00 23 CEMENTCONC. CURB RAMP EACH 2 S 10.000.00 5 20.000.00 24 DRAINAGE RELOCATION TO NEW CURB LINE L.S. 5 25.000 00 Install new cb and connect to existing pipe at new curb/middle section. Cost include trenchbox shoring. 25 DRJVEWAY RECONSTRUCTION L.S. 5 30.000.00 -at 3 driveways 26 ROADWAY SURVEYING L.S. S 10.000.00 27 MINOR CHANGE CALC 5 15.000.00 28 SPCC PLAN L.S. S 1..000.00 29 HEALTH AND SAFETY PLAN L.S. S 1.000.00 30 ROADSIDE CLEANUP EST. S 2.000.00 CONSTRUCTION SUBTOTAL: TEMPORARY CONSTRUCTION EASEMENT: CONTINGENCY at 25%: CONSTRUCTION TOTAL: $377,712.50 $10,000.00 $94,428.13 $482,140.63 17 Tukwila Mobility Connection Longacres Way Context Map w • ■ Connection Alignment — Regional Trail • • City of Tukwila Project Street Longacres Way Segment H-I— Rail Corridor 0 250 500 1,000 Feet Longacres Way - Overview Longacres Way street view facing east (Google Street View, Aug 2015). Project B March 2016 Longacres Way south sidewalk facing west with Interurban Trail crossing in foreground. Longacres Way south sidewalk underneath the Union Pacific Railroad crossing. 18 Longacres Way - Western Segment Existing Cross Section Tukwila Mobility Connection March 2016 Longacres Way - Western Segment - KC Proposals Longacres Way Detail Map Connection Alignment —I—F Rail Corridor Regional Trail 0 50 100 Parcel Lines 200 Feet t Drk. 'OW Drive lane 1' 13W Drive lane B' Parking lane 6' Sidewalk 10' Planting strip • Overall length of Longacres Way segment is approximately 680 feet; • Vehicle travel lanes in both directions, 25 mph speed limit, parking lane on south side of the road; • Two driveway crossings as well as the crossing of the Interurban Trail; • 6- foot -wide sidewalks adjacent to the roadway on south side of road; • 10- foot -wide planting strip adjacent to the sidewalk with utilities and mature trees; • Curb -to -curb road width narrows from 44 feet at area of cross section to 40 feet east of the Interurban Trail; and • In 40- foot -wide zone, adjacent parcel lines to the south come directly to south edge of sidewalk, narrowing overall ROW by approximately 10 feet. Project B Option 1 - Shared Use Path in Place of Existing Sidewalk and Planting Strip !1 /i 12' Shared Use Path l i - • Constructs a shared use path approximately 12- feet -wide with a 3 or 4- foot -wide planting buffer between path and parking lane; • Occupies the 16- foot -wide area with existing sidewalk and planting strip; • Would likely not require moving the existing curb line or adjusting drainage; • Requires the movement of up to 4 existing utilities and removal of up to 16 trees and other shrubs in existing planting strip; and • Retains maximum street width to accommodate potential increases in traffic due to chang- ing land uses in the future. Option 2 - Shared Use Path in Place of Existing Parking Lane and Sidewalk MIA • Constructs a shared use path approximately 12- feet -wide with 3- foot -wide planting buffer between path and drive lane; • This facility would occupy the existing parking lane and sidewalk; • Would require moving and rebuilding the curb line and adjusting current roadway drainage; • Will likely not require the use of the existing planting strip containing utilities and trees; • Reduces the eastbound drive lane by approximately 1 foot; and • Reduces overall curb -to -curb roadway width from approximately 44 feet to 35 feet. 19 Tukwila Mobility Connection March 2016 Longacres Way - Eastern Segment - KC Proposals Longacres Way Detail Map ■ I Connection Alignment —I—F Rail Corridor Regional Trail 0 50 100 Parcel Lines 200 Feet IMO xi - i - _ a - a - - - la. 111111111111111 Longacres Way - Eastern Segment under UP Railroad Existing Cross Section 4' n' !walk Retaining Wall • Vehicle travel lanes in both directions with a 25 mph speed limit and a 3- foot -wide buffer on both sides of the roadway; • 6- foot -wide sidewalk passes underneath the UP Rail Corridor with a retaining wall and bridge supports adjacent to the sidewalk; • Shared lane markings in both travel lanes between the Interurban Trail and Tukwila Station; • Roadway dips on both approaches to the UP underpass to maintain adequate vertical clear- ance, sidewalk maintains grade through underpass; • Retaining wall on southern section of underpass restricts the widening of the pedestrian area; and • Bridge supports placed within the 5- foot -wide planting strip between sidewalk and roadway. U� Project B Option 1 - Shared Use Path in Place of Existing Sidewalk and Portion of Planting Strip 8'-9' Shared Use Retaining • Constructs an 8 -9- foot -wide shared use path in area of existing sidewalk and planting strip; • Adds approximately 180 feet of fencing between the bridge support and the path; • Requires a permit from Union Pacific to modify area in existing underpass; and • Shared use path will connect with the newly constructed sidewalk beginning on Sound Transit property. Option 2 - Shared Use Path in Place of Existing Sidewalk, Portion of Planting Strip, and Movement of Retaining Wall 3' 12' Shared Use P11N Retainir - Approx. 4' Wa! • Constructs a 12- foot -wide shared use path in area of existing planting strip, sidewalk and a portion of the retaining wall; • Requires moving back and rebuilding retaining wall approximately 4 feet south to gain the width for a 12- foot -wide path; • Adds approximately 180 feet of fencing between the bridge support and the path; • Requires a permit from Union Pacific to modify area in existing underpass; and • Shared use path will narrow to 9- feet -wide to connect with newly constructed sidewalk on Sound Transit property. 20 Tukwila Mobility Connection Longacres Way - Engineer's Construction Cost Estimates Estimate 1- Construction of Shared Use Path in sidewalk and planting strip, retains existing curb line, does not move retaining wall under UP tracks Estimate is a combination of the following proposed options: • Option 1 from West Segment • Option 1 from East Segment Item MOBILIZATION L.S. Est. Qty Unit Price Lump Sum! Notes No Item Description Unit Est. Qty Unit Price Extented Notes 3 REMOVE TREE EACH 16 S 500.00 Amount REMOVING CEMENTCONC. CURB AND GUI IER 1 MOBILIZATION L.S. Est. Qty Unit Price S 38.430.00 Notes 2 CLEARING AND GRUBBING L.S. 500 S 30.00 5 10.000.00 3 REMOVE TREE EACH 16 S 500.00 S 8.000.00 REMOVING CEMENTCONC. CURB AND GUI IER 4 REMOVING CEMENTCONC. SIDEWALK S.Y. 340 5 30.00 S 10.200.00 5 ER OSIONIWATER POLLUTION CONTROL EST. S 5.000.00 5 EXCAVATION INCL. HAUL C.Y. 200 5 15.00 5 3.000.00 6 EXCAVATION INCL. HAUL C.Y. 200 5 15.00 S 3.000.00 7 PLASTIC STOP LINE L.F. 100 S 15.00 5 1.500.00 8 PLASTIC TRAFFIC ARROW EACH 6 S 200.00 5 1.200.00 9 PEDESTRIAN SYMBOL EACH 6 S 300.00 S 1.800.00 10 PAVEMENT MARKING. GREEN THERMOPLASTIC S.F. 720 5 10.00 S 7.200.00 11 PLASTIC BICYCLE LANE SYMBOL EACH 6 5 300.00 5 1.800.00 Wayfinding signs. stop signs 12 PERMANENT SIGNING L.S. 5 5.000.00 Wavllnding signs. stop signs 13 PROJECT TEMP ORARYTRAFFIC CONTROL L.S. 4 5 500.00 S 30.000.00 14 BIKE RACK EACH 4 5 500.00 S 2.000.00 14 DETENTION SYSTEM L.S. 5 70.000.00 15 DETENTION/DRAINAGE SYSTEM L.S. S 70.000.00 16 LANDSCAPING. SEEDING. TOPSOIL L.S. 500 5 35.00 S 25.000.00 -500 LF 17 UTILITYADJUSTMENTAND RELOCATION L.S. S 15.000.00 -at4 existing utlites 18 MODULAR BLOCK VVALL S.F. 1.300 S 30.00 S 39.000.00 -may need short block wall to transition to parking lot 19 PEDESTRIAN RAIL L.F. 200 5 100.00 5 20.000.00 may need short block wall to transition to parking lot 20 COATED CHAIN LINK FENCETYPE 4 L.F. 500 5 20.00 S 10.000.00 21 CEMENTCONC. SIDEWALK S.Y. 800 5 65.00 5 52.000.00 22 CEM ENT CONC. DRIVEWAY S.Y. 100 5 80.00 S 8.000.00 23 CRUSHED SURFACING BASE COURSE TON 160 5 60.00 5 9.600.00 24 DRIVEWAY RECONSTRUCTION L.S. 200 5 60.00 S 30.000.00 -at3 driveways 25 ROADWAY SURVEYING L.S. 5 10.000.00 -at 3 driveways 26 MINORCHANGE CALC 5 15.000.00 27 SPCC PLAN L.S. S 1.000.00 28 HEALTH AND SAFETY PLAN L.S. S 1.000.00 29 ROADSIDE CLEANUP EST. S 2.000.00 CONSTRUCTION SUBTOTAL: TEMPORARY CONSTRUCTION EASEMENT: CONTINGENCY at 25 %: CONSTRUCTION TOTAL: Ni 0) Project B $432,730.00 $10,000.00 $108,182.50 $550,912.50 March 2016 Estimate 2 - Construction of Shared Use Path in sidewalk and on- street parking area, rebuilds curb line, moves retaining wall under UP tracks Estimate is a combination of the following proposed options: • Option 2 from West Segment • Option 2 from East Segment Item Na Item Description Unit Est. Qty Unit Price Extented Amount Notes 1 MOBILIZATION L.S. S 53;750.00 2 REMOVING CEMENTCONC. SIDEWALK S.Y. 500 S 30.00 S 15.000.00 3 L.F. 500 S 15.00 5 7.500.00 REMOVING CEMENTCONC. CURB AND GUI IER 4 EROSIONIWATER POLL UTIONCONTROL EST. S 5.000.00 5 EXCAVATION INCL. HAUL C.Y. 200 5 15.00 5 3.000.00 6 PLASTIC STOP LINE L.F. 100 5 15.00 S 1,500.00 7 PLASTIC TRAFFIC ARROW EACH 6 5 200.00 5 1.200.00 8 PEDESTRIAN SYMBOL EACH 6 5 300.00 5 1.800.00 9 PAVEMENT MARKING. GREEN THERMOPLASTIC S.F. 720 S 10.00 5 7.200.00 10 PLASTIC BICYCLE LANE SYMBOL EACH 6 5 300.00 5 1.800.00 11 PERMANENT SIGNING L.S. S 5.000.00 Wayfinding signs. stop signs 12 PROJECT TEMPORARYTRAFFIC CONTROL L.S. 5 40.000.00 13 BIKE RACK EACH 4 5 500.00 5 2.000.00 14 DETENTION SYSTEM L.S. 5 70.000.00 15 DRAINAGE SYSTEM RELOCATION L.S. 5 50.000.00 16 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 500 5 35.00 5 17.500.00 -500 LF 17 LANDSCAPING. SEEDING. TOPSOIL L.S. S 25.000.00 18 UTILITYADJUSTMENTAND RELOCATION L.S. S 30.000.00 19 RETAINING WALL ABUTMENT AT UNION PACIFIC S.F. 900 S 80.00 S 72.000.00 may need short block wall to transition to parking lot 20 PEDESTRIAN RAIL L.F. 200 5 100.00 S 20.000.00 21 Hr 1A CL. 1,7 PG 64 -22 TON 120 5 150.00 5 18.000.00 22 CEMENT CONC. SIDEWALK S.Y. 1.000 5 65.00 S 65.000.00 23 CEMENT CONC. DRIVEWAY S.Y. 100 5 80.00 5 8.000.00 24 CRUSHED SURFACING BASE COURSE TON 200 5 60.00 5 12.000.00 25 DRIVEWAY RECONSTRUCTION L.S. 5 30.000.00 -at 3 driveways 26 ROADWAY SURVEYING L.S. 5 10.000.00 27 MINORCHANGE CA LC 5 15.000.00 28 SPCC PLAN L.S. 5 1.000.00 29 HEALTH AND SAFETY PLAN L.S. 5 1.000.00 30 ROADSIDE CLEANUP EST. 5 2.000.00 CONSTRUCTION SUBTOTAL: TEMPORARY CONSTRUC11ON EASEMENT: CONTINGENCY at 25 %: CONSTRUCTION TOTAL: $591,250.00 $10,000.00 $147,812.50 $749,062.50 21 Tukwila Mobility Connection March 2016 Summary of Individual Project Construction Cost Estimates Tukwila Mobility Connection Project A Baker Boulevard • Buffered Bike Lanes Option - $577,000 • Two -Way Cycle Track Option - $890,000 Tukwila Mobility Connection Project B West Valley Highway • Shared Use Path Low Cost Option - $465,000 • Shared Use Path High Cost Option - $482,000 Longacres Way • Shared Use Path Low Cost Option - $551,000 • Shared Use Path High Cost Option - $750,000 Low End Project Cost Estimate - $1,016,000 High End Project Cost Estimate - $1,232,000 Cost Summary 22 Mr/ L m n Old Alignment with skewed viewing platforms Attachment "C" TUKWILA URBAN CENTER PEDESTRIAN & BICYCLE BRIDGE NEW ALIGNMENT DESIGN STUDIES 18 DECEMBER 2014 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2017 to 2022 PROJECT: Baker Blvd Non - Motorized Improvements Project No. 91610409 Design and construct non - motorized improvements on Baker Blvd from Andover Park West to Christensen Rd, DESCRIPTION: including bike lanes with a proposed road diet. Projget will also construct previously designed non - motorized improvement on Crhirstensen Rd from Baker Blvd to the Green River trail. JUSTIFICATION: Improve non - motorized connections between the Tukwila Transit Center and Tukwila Station. STATUS: New project for the 2017 - 2022 CIP. MAINT. IMPACT: Minimal impact, project includes new sidewalk trail and pavement markings. COMMENT: Project is a component of the TUC/TOD Pedestrian Improvements. Grant funding by the King County Dept of Natural Resources and Parks. FINANCIAL Through Estimated (in $000's) 2015 2016 2017 2018 2019 2020 2021 2022 BEYOND TOTAL EXPENSES 0 Project Location VIA. , MAN IIVA I% 31609: 1.1 444.4 1 TAM T- i Or ri Design i > 4 100 1 m w.,, GIS 100 Land (RAN) 0 Const. Mgmt. 120 1 120 Construction 780 780 TOTAL EXPENSES 0 0 1,000 0 0 0 0 0 0 1,000 FUND SOURCES Awarded Grant 0 King County 1,000 1,000 Mitigation Actual 0 Traffic Impact Fees 0 City Oper. Revenue 0 0 0 0 0 0 0 0 0 0 TOTAL SOURCES 0 0 1,000 0 0 0 0 0 0 1,000 2017 - 2022 Capital Improvement Program 15 29 0 Project Location VIA. , MAN IIVA I% 31609: 1.1 444.4 1 TAM T- i Or ri i > 4 1tt T.ue,aa 1 m w.,, GIS 2017 - 2022 Capital Improvement Program 15 29 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2017 to 2022 PROJECT: West Valley Hwy Non - Motorized Improvements Project No. 91610408 Design and construct new non - motorized facilities on West Valley Highway from Longacres Way to the new TUC DESCRIPTION: Pedestrian /Bicycle Bridge (approx. 480 ft.). Also included is the design only for new non - motorized facilities on Longacres Way from West Valley Hwy to Tukwila Station. JUSTIFICATION Improvements for non - motorized access between the Tukwila Transit Center on Andover Park West and Tukwila Station off of West Valley Highway. STATUS: MAINT. IMPACT: COMMENT: New project for the 2017 - 2022 CIP. Minimal additional maintenance for new 12 foot joint -use trail and landscaping. Federal STP Non - Motorized Grant funding includes; West Valley Hwy segment $75k for design and $441 k for construction and Longacres Way segment has $112k for design. FINANCIAL Through Estimated in $000's 2015 2016 2017 2018 2019 2020 2021 2022 BEYOND TOTAL EXPENSES Project Location - iii \� .- — - �� ,,B AC►a`` oi�., } Design BBpSt '� 216 4iklar BIW �' 9 1 Sit 216 Land (R/W) upland Of Tr or /j��IY %✓ /04 gI S I B i BO B, a i To .. . l .. - GIB, 0 Const. Mgmt. 67 130 197 Construction 443 870 1,313 TOTAL EXPENSES 0 0 0 216 510 1,000 0 0 0 1,726 FUND SOURCES Awarded Grant 0 Proposed Grant 187 441 865 1,493 King County 19 9 28 Traffic Impact Fees 0 City Oper. Revenue 0 0 0 10 60 135 0 0 0 205 TOTAL SOURCES 0 0 0 216 510 1,000 0 0 0 1,726 2017 - 2022 Capital Improvement Program 24 30 Project Location - iii \� .- — - �� ,,B AC►a`` oi�., } BBpSt '� �4 I1 � 4iklar BIW �' 9 1 Sit � 1 upland Of Tr or /j��IY %✓ /04 gI S I B i BO B, a i To .. . l .. - GIB, 2017 - 2022 Capital Improvement Program 24 30 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2017 to 2022 PROJECT: TUC/TOD Pedestrian Improvements Project No. 90710405 DESCRIPTION: Construct bike /pedestrian connection in phases between the Tukwila Urban Center (TUC) Transit Center and Tukwila Station in the Southcenter area's Transit Oriented Development (TOD) district. Connecting the TUC to the Tukwila Longacres Station is needed to increase pedestrian mobility, improve JUSTIFICATION: access, and support more urban levels of development within walking distance of Tukwila Station. The connection involves a pedestrian path extending from Baker Blvd via the planned TUC Pedestrian Bridge and a pedestrian tunnel under the UPRR track embankment. Additional phases will extend the corridor to the mall. STATUS: See Tukwila Urban Center - Pedestrian /Bicycle Bridge, West Valley Hwy Non - Motorized and Baker Blvd Non- MAINT. IMPACT: Motorized CIP pages. Funding shown in beyond is for construction of the UPRR underpass (in 2016 $). COMMENT: Mitigation listed is $20k from Sound Transit for pedestrian underpass of the UPRR tracks. FINANCIAL Through Estimated (in $000's 2015 2016 2017 2018 2019 2020 2021 2022 BEYOND TOTAL EXPENSES Project Location WO .15651 �L•j'��„ r� ! t. mo_ Design St p ®`s gm 20 �1 ,... ,. N I. AAA E 660 680 Land (R/W) .. /� /�� /f//��' O vy -W OZ 0 . t� , GIS 0 Const. Mgmt. 440 440 Construction 3,150 3,150 TOTAL EXPENSES 0 0 20 0 0 0 0 0 4,250 4,270 FUND SOURCES Proposed Grant 3,400 3,400 ST Mitigation 20 20 KCDNR Trail Levy 1 0 Traffic Impact Fees 0 City Oper. Revenue 0 0 0 0 0 0 0 0 850 850 TOTAL SOURCES 0 0 20 0 0 0 0 0 4,250 4,270 2017 - 2022 Capital Improvement Program 25 31 Project Location WO .15651 �L•j'��„ r� ! t. mo_ *.. ..,2+-+,...0. S160 St p ®`s gm Tukwila m tinkler Blvd �1 ,... ,. N I. AAA E Upland Dr Mid land Dr V Trllantl Dr S I 57805 .. /� /�� /f//��' O vy -W OZ 0 . t� , GIS 2017 - 2022 Capital Improvement Program 25 31