Citywide Bicycle Improvements - City of Edmonds, WA
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PR OJECT OVERVIEW: PR OJEC T SU MMARY Citywide project to add bike facilities on both sides of multiple area streets Funded by a $1.85 million Sound Transit Access grant Adds over 6 miles of bike facilities, bringing Citywide total to 17 miles – an increase of approximately 50% Project corridors: • 100th Ave W/9th Ave S: 244th St SW to Walnut St • Walnut St/Bowdoin Way: 9th Ave S to 84th Ave W • 228th St SW: 78th Ave W to 80th Ave W • 80th Ave W: 228th St SW to 220th St SW 2
PROJECT OVERVIEW: TIMELINE Efforts to Date: • 2009-2019 Citywide Bike Plan/TIP/Sound Transit Grant Pursuit • July 2020 Public Hearing with City Council • Aug 2020 City Council approved Accepting Funds • Oct/Nov 2020 Blueline selected to assist City with Outreach and Design • Nov/Dec 2020 Survey, Parking Study, Traffic Analysis completed • Dec 2020 Listening Sessions held with the Community • Jan 2021 Preliminary Design Alternatives submitted to City for Review • February 2021 Public Outreach – Website, Survey, Zoom Meeting • May 2021 Project update to City Council 4
P R O J E C T O V E R V I E W : D ATA C O L L E C T I O N Efforts to Date: • Mapping/Field Survey • Parking Analysis • Traffic Analysis • Methodology for Alternatives • Preliminary Design • Public Involvement • Listening sessions • Public open house • Public survey • Alternatives Analysis 6
D ATA A N A LY S I S : PA R K I N G Data Collection • Data was collected over 3 days in Nov 2020 • Wednesday • Friday • Sunday • Number of cars parked was recorded every hour from 7:00 AM to 7:00 PM 7
D ATA A N A LY S I S : PA R K I N G What does the data show? • Total of 518 spaces along project • 310 on Bowdoin Way/Walnut St • 208 on 9th Ave S • Average of 7% of stalls are used at any time throughout project • 481 parking stalls available • COVID correction factor • Use rate is similar to results collected in 2018, pre-COVID • No correction factor applied 8
D ATA A N A LY S I S : T R A F F I C Data Collection • COVID-19 correction factor applied • Based on change in volumes at 238th St • Road tube counts were SW and Hwy 99 between Aug 2019 and collected Aug 2020 • Nov 17th, 2020 – Nov 23rd, • Morning: 1.7x 2020 (1 week) • Afternoon: 1.3x • Turning movement counts were collected • Wednesday Nov 18th, 2020 • Turning movements counts indicate how traffic volumes are split at the intersection 9
D ATA A N A LY S I S : T R A F F I C Dedicated Left Turn Lanes • Northbound and southbound left turn lanes will be added at 9th Ave S and Pine St • Data collected in April 2021 during afternoon peak hours meet WSDOT Design Manual requirements to add lanes 10
PUBLIC OUTREACH Efforts to Date: • Listening sessions – 12/10/2020 • Public open house – 2/24/2021 • 90 residents who previously showed • 90 residents contacted by email to interest in project were contacted attend by email to attend, 21 attended • 150 door hangers distributed • Message board announcing meeting placed along project • Postings in Edmonds Beacon, My Edmonds New and City Facebook page • 60 attendees • Public survey – Closed on 3/1/2021 11
PUBLIC OUTREACH 100th Ave W/9th Ave S Survey Results Public Outreach Results 21% 24% • Key Issues 9% • Parking at Yost Park • Improved pedestrian crossings 46% throughout project areas Alternative 1 Alternative 2A Alternative 2B Alternative 3 • Speeding vehicles Bowdoin Way/Walnut St Survey Results • Survey results • 91 responses 32% 40% • 100th Ave W/9th Ave S – Alternative 2A • Bowdoin Way/Walnut St – Alternative 3 28% Alternative 1 Alternative 2 Alternative 3 12
P U B L I C O U T R E A C H : PA R K I N G AT Y O S T ( B O W D O I N WAY & 9 6 T H AV E W ) 13 *for schematic representation only
PUBLIC OUTREACH: PEDESTRIAN IMPROVEMENTS Bowdoin Way & Pioneer Way/90th Ave W • Flashing beacons • Crosswalk markings • Bulb-out(s) 14
PUBLIC OUTREACH: PEDESTRIAN IMPROVEMENTS 9th Ave S & Pine St • Flashing beacons 15
PUBLIC OUTREACH: PEDESTRIAN IMPROVEMENTS 9th Ave S & 224th St SW/14th St SW • Flashing beacons • Crosswalk markings • Bulb-out(s) 16
PUBLIC OUTREACH: SPEEDING VEHICLES • Bowdoin Way/Walnut St speed study • Completed in March 2021 • 33mph for 85th percentile (current speed limit 30 mph) • 9th Ave S/100th Ave W speed study • Completed in 2017 • 36 mph for 85th percentile (current speed limit 30 mph) • Vehicle speeds are expected to decrease • Pedestrian bulb outs, flashing beacons and marked crosswalks at select locations • Lane width reduction shown to reduce driving speed 17
B O W D O I N WAY / WA L N U T S T ( F R O M F I V E C O R N E R S T O 9 T H AV E S ) RECOMMENDED ALTERNATIVE LOOKING EAST • Geometry should contribute to traffic calming • There is greater usage of parking on the north side of the street • Street width allows dedicated bike lanes in both directions while retaining parking on one side of the street • Sharrows are typically used in downhill sections; Bowdoin has both uphill and downhill sections making sharrows less effective 18
9 T H AV E S / 1 0 0 T H AV E W ( N O R T H O F S R 1 0 4 ) RECOMMENDED ALTERNATIVE LOOKING NORTH • Public survey results indicated alternative 2A was most desired • Homes on the west side tend to have shorter and steeper driveways, while homes on the east side tend to have more off- street parking • The current 4-lane configuration at Walnut St will remain as is to maintain PM peak hour Level of Service • A greater number of cars park on the west side 19 • There are fewer driveways and streets on the west side, allowing for a greater number of parking stalls to be retained
9 T H AV E S / 1 0 0 T H AV E W a n d 2 2 0 T H S T S W I N T E R S E C T I O N RECOMMENDED CONFIGURATION • This configuration minimizes lane offset that is currently present at this intersection • The northeast corner of the intersection will be widened in order to provide bike lanes through the intersection along the curb • The northbound right turn lane has been removed; however free right turn movements are not currently allowed at the intersection • Left turn movements on 9th Ave S/100th Ave W will get a green arrow followed by a flashing yellow; This will improve safety and level of service at this intersection N *green is for visual representation only of proposed bike lanes 20
S R 1 0 4 a n d 1 0 0 T H AV E W I N T E R S E C T I O N RECOMMENDED CONFIGURATION • Provides a single northbound bike lane • Addition of bike lane has little effect on wait time at the intersection • Provides two through lanes with a left turn lane (same as existing configuration) • Adds sharrows for southbound travel • Balances the needs of bicyclists and vehicles N *green is for visual representation only of proposed bike lanes 21
S R 1 0 4 a n d 1 0 0 T H AV E W I N T E R S E C T I O N ALTERNATIVE 1 ALTERNATIVE 2 • Provides one bike lane in northbound direction and sharrow lane with bike ramps in southbound direction • Provides two through lanes in each direction • This configuration narrows the lane width from 13’ to 11’ to provide two through lanes • This configuration has very little impact on wait time for motorists N N • Provides bike lane in each direction • Significantly increases wait time for motorists on all 4 legs *green is for visual representation only of proposed bike lanes 22
S R 1 0 4 a n d 1 0 0 T H AV E W I N T E R S E C T I O N ALTERNATIVE 3 • Provides sharrows to the outside lane for bike users who are comfortable enough to pass through the intersection with vehicle traffic and will add bike on/off ramps to the sidewalk for a shared walkway • In this configuration, it is expected that curb line adjustments will need to be made in order to provide enough room on sidewalks to allow pedestrian and bicycles to comfortably share • Bike users who are using the sidewalks will be asked to move through the intersection in the same manner as a pedestrian, sharing a narrow sidewalk • This configuration has no impact on wait time for motorists N 23
1 0 0 T H AV E W ( S O U T H O F S R 1 0 4 ) LOOKING NORTH • Provides a bike lane in each direction • Provides a center turn lane 24
1 0 0 T H AV E W a n d W O O D WAY C A M P U S I N T E R S E C T I O N RECOMMENDED CONFIGURATION • This configuration has the shortest southbound queue length during extreme traffic conditions (school peak period) • This configuration provides a dedicated left turn lane for school traffic from the northbound direction • Relocation of crosswalk to south side of the intersection N *green is for visual representation only of proposed bike lanes 25
F I R D A L E AV E ( 1 0 0 T H AV E W ) a n d 2 3 8 T H S T S W I N T E R S E C T I O N RECOMMENDED CONFIGURATION • This configuration has little to no lane offset and has a relatively short queue length in the southbound right turn lane • This keeps the bike lane along the sidewalk through the intersection in the northbound direction and following the right turn lane in the southbound direction N *green is for visual representation only of proposed bike lanes 26
F I R D A L E AV E ( S O U T H O F S R 1 0 4 ) LOOKING NORTH • Provides a bike lane in each direction • Provides a center turn lane 27
2 2 8 T H S T S W ( F R O M 8 0 T H AV E W T O 7 8 T H AV E W ) LOOKING WEST • Roadway will be widened to add a bike lane in each direction • Connects into existing bike lanes on 228th St SW near Hwy 99 • Wider bike lane will be provided on the western end of street where existing widths allow 28
8 0 T H AV E W ( F R O M 2 2 8 T H S T S W T O 2 2 0 T H S T S W ) LOOKING NORTH • Sharrows will be added in each direction • Work in Snohomish County 29
PUBLIC RESOURCES Public Contact Information: • Email: bikelanes@edmondswa.org • Project Contact: Ryan Hague, Capital Projects Manager • Phone: (425) 771-0220 Project Website: • City Project Website • Description, Status, Timeline • Outreach Efforts 30
QUESTIONS? 31
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