APPENDIX. Sutter Street Bicycle Lanes Stockton, CA January 2010

Transcription

1 APPENDIX reet Bicycle Lanes Stockton, CA January Traffic count locations 2. Turning movement counts o AM PEAK - El Dorado Street at Ingram Street o PM PEAK - El Dorado Street at Ingram Street o AM PEAK - reet at Essex Street o PM PEAK - reet at Essex Street o AM PEAK - reet at Fulton Street o PM PEAK - reet at Fulton Street o AM PEAK - reet at Alpine Avenue o PM PEAK - reet at Alpine Avenue 3. Tube counts o NORTHBOUND - reet between Fargo Street and Gibson Street o SOUTHBOUND - reet between Fargo Street and Gibson Street o NORTHBOUND - reet between Barrymore Street and Churchill Street o SOUTHBOUND - reet between Barrymore Street and Churchill Street o NORTHBOUND - reet between Knoles Way and Grove Street o SOUTHBOUND - reet between Knoles Way and Grove Street 4. LOS Calculations o AM PEAK - reet at Essex Street o PM PEAK - reet at Essex Street o AM PEAK - reet at Fulton Street o PM PEAK - reet at Fulton Street o AM PEAK - reet at Alpine Avenue o PM PEAK - reet at Alpine Avenue N.B. LOS Calculations were not conducted for El Dorado Street at Ingram Street. 5. City of Stockton 2007 Bicycle Master Plan proposed bicycle facilities 332 Pine Street, 4 th Floor, San Francisco, CA (415) Fax (415)

2 Blanchi Rd. Ingram St. Harper St. Gibson St. Fargo St. Churchill St. Downs St. Essex St. Wright Ave. El Dorado St. Fulton St. N.. Barrymore St. Alvarado Ave. West Ln. Stadium Dr. Euclid Ave. Coronado Ave. San Mateo Ave. Alpine Ave. LEGEND: Sonoma Ave. California St. = Tube Count Locations = Intersection Turning Movement Counts N NOT TO SCALE reet Bike Lane COUNTS LOCATIONS Jan 2010 SF \graphics\0468-appendix APPENDIX

3 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: El Dorado St -- Ingram St QC JOB #: CITY/STATE: Stockton, CA DATE: 12/10/ Peak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:40 AM -- 7:55 AM Min Count El Dorado St El Dorado St Ingram St Ingram St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 7:00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM :00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :21 AM

4 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: El Dorado St -- Ingram St QC JOB #: CITY/STATE: Stockton, CA DATE: 12/9/ Peak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 5:05 PM -- 5:20 PM Min Count El Dorado St El Dorado St Ingram St Ingram St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 4:00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM :00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :30 AM

5 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: -- Essex St QC JOB #: CITY/STATE: Stockton, CA DATE: 12/10/ Peak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:40 AM -- 7:55 AM Min Count Essex St Essex St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 7:00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM :00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :21 AM

6 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: -- Essex St QC JOB #: CITY/STATE: Stockton, CA DATE: 12/9/ Peak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 5:05 PM -- 5:20 PM Min Count Essex St Essex St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 4:00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM :00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :30 AM

7 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: -- Fulton St QC JOB #: CITY/STATE: Stockton, CA DATE: 12/10/ Peak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:40 AM -- 7:55 AM Min Count Fulton St Fulton St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 7:00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM :00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :21 AM

8 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: -- Fulton St QC JOB #: CITY/STATE: Stockton, CA DATE: 12/9/ Peak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 5:05 PM -- 5:20 PM Min Count Fulton St Fulton St Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 4:00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM :00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :30 AM

9 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: -- Alpine Ave QC JOB #: CITY/STATE: Stockton, CA DATE: 12/10/ Peak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:40 AM -- 7:55 AM Min Count Alpine Ave Alpine Ave Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 7:00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM :00 AM :05 AM :10 AM :15 AM :20 AM :25 AM :30 AM :35 AM :40 AM :45 AM :50 AM :55 AM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :21 AM

10 Type of peak hour being reported: System Peak Method for determining peak hour: Entering Volume LOCATION: -- Alpine Ave QC JOB #: CITY/STATE: Stockton, CA DATE: 12/9/ Peak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 5:05 PM -- 5:20 PM Min Count Alpine Ave Alpine Ave Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U s 4:00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM :00 PM :05 PM :10 PM :15 PM :20 PM :25 PM :30 PM :35 PM :40 PM :45 PM :50 PM :55 PM Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Report generated on 12/15/ :30 AM

11 Type of report: Tube Count - Volume Data LOCATION: reet QC JOB #: SPECIFIC LOCATION: 100 ft from Fargo Street DIRECTION: NB CITY/STATE: Stockton, CA DATE: Dec Dec Start Time Mon Tue Wed Thu Fri Weekday Sat Sun Week Week Profile 09-Dec Dec-09 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM Day % Weekday % Week 47.1% 52.9% 47.1% 52.9% 10% AM Peak 7:00 AM 7:00 AM 7:00 AM Volume PM Peak 3:00 PM 2:00 PM 3:00 PM 3:00 PM Volume Page 1 of 1 Report generated on 12/14/ :56 AM

12 Type of report: Tube Count - Volume Data LOCATION: reet QC JOB #: SPECIFIC LOCATION: 100 ft from Fargo Street DIRECTION: SB CITY/STATE: Stockton, CA DATE: Dec Dec Start Time Mon Tue Wed Thu Fri Weekday Sat Sun Week Week Profile 09-Dec Dec-09 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM Day % Weekday % Week 39.0% 61.0% 39.0% 61.0% 10% AM Peak 7:00 AM 7:00 AM 7:00 AM Volume PM Peak 3:00 PM 2:00 PM 3:00 PM 3:00 PM Volume Page 1 of 1 Report generated on 12/14/ :56 AM

13 Type of report: Tube Count - Volume Data LOCATION: reet QC JOB #: SPECIFIC LOCATION: 100 ft from Barrymore Street DIRECTION: NB CITY/STATE: Stockton, CA DATE: Dec Dec Start Time Mon Tue Wed Thu Fri Weekday Sat Sun Week Week Profile 09-Dec Dec-09 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM Day % Weekday % Week 49.2% 50.8% 49.2% 50.8% 10% AM Peak 7:00 AM 7:00 AM 7:00 AM Volume PM Peak 5:00 PM 2:00 PM 5:00 PM 5:00 PM Volume Page 1 of 1 Report generated on 12/14/ :56 AM

14 Type of report: Tube Count - Volume Data LOCATION: reet QC JOB #: SPECIFIC LOCATION: 100 ft from Barrymore Street DIRECTION: SB CITY/STATE: Stockton, CA DATE: Dec Dec Start Time Mon Tue Wed Thu Fri Weekday Sat Sun Week Week Profile 09-Dec Dec-09 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM Day % Weekday % Week 38.4% 61.6% 38.4% 61.6% 10% AM Peak 7:00 AM 7:00 AM 7:00 AM Volume PM Peak 3:00 PM 2:00 PM 3:00 PM 3:00 PM Volume Page 1 of 1 Report generated on 12/14/ :56 AM

15 Type of report: Tube Count - Volume Data LOCATION: reet QC JOB #: SPECIFIC LOCATION: 100 ft from Knoles Way DIRECTION: NB CITY/STATE: Stockton, CA DATE: Dec Dec Start Time Mon Tue Wed Thu Fri Weekday Sat Sun Week Week Profile 09-Dec Dec-09 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM Day % Weekday % Week 54.9% 45.1% 54.9% 45.1% 10% AM Peak 7:00 AM 7:00 AM 7:00 AM Volume PM Peak 4:00 PM 1:00 PM 4:00 PM 4:00 PM Volume Page 1 of 1 Report generated on 12/14/ :56 AM

16 Type of report: Tube Count - Volume Data LOCATION: reet QC JOB #: SPECIFIC LOCATION: 100 ft from Knoles Way DIRECTION: SB CITY/STATE: Stockton, CA DATE: Dec Dec Start Time Mon Tue Wed Thu Fri Weekday Sat Sun Week Week Profile 09-Dec Dec-09 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM Day % Weekday % Week 49.1% 50.9% 49.1% 50.9% 10% AM Peak 7:00 AM 7:00 AM 7:00 AM Volume PM Peak 3:00 PM 1:00 PM 3:00 PM 3:00 PM Volume Page 1 of 1 Report generated on 12/14/ :56 AM

17 HCM Unsignalized Intersection Capacity Analysis 1: Essex Street & reet AM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians 2 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Volume Left Volume Right csh Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS B B A A Approach Delay (s) Approach LOS B B Intersection Summary Delay 4.0 Intersection Capacity Utilization 28.3% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report Fehr & Peers Associates, Inc. 1/7/2010

18 HCM Unsignalized Intersection Capacity Analysis 1: Essex Street & reet PM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians 1 1 Lane Width (ft) Walking Speed (ft/s) Percent Blockage 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Volume Left Volume Right csh Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS B B A A Approach Delay (s) Approach LOS B B Intersection Summary Delay 4.7 Intersection Capacity Utilization 21.9% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report Fehr & Peers Associates, Inc. 1/7/2010

19 HCM Unsignalized Intersection Capacity Analysis 2: Fulton Street & reet AM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) Peak Hour Factor Hourly flow rate (vph) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A B B Intersection Summary Delay 10.2 HCM Level of Service B Intersection Capacity Utilization 29.3% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report Fehr & Peers Associates, Inc. 1/7/2010

20 HCM Unsignalized Intersection Capacity Analysis 2: Fulton Street & reet PM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) Peak Hour Factor Hourly flow rate (vph) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A A Intersection Summary Delay 8.5 HCM Level of Service A Intersection Capacity Utilization 25.1% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report Fehr & Peers Associates, Inc. 1/7/2010

21 HCM Unsignalized Intersection Capacity Analysis 3: Alpine Street & reet AM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians 1 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Volume Left Volume Right csh Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS A A C F Approach Delay (s) Approach LOS C F Intersection Summary Delay 25.4 Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 Synchro 6 Report Fehr & Peers Associates, Inc. 1/7/2010

22 HCM Unsignalized Intersection Capacity Analysis 3: Alpine Street & reet PM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians 2 Lane Width (ft) 12.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1 Volume Volume Left Volume Right csh Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS A A E F Approach Delay (s) Approach LOS E F Intersection Summary Delay 35.2 Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period (min) 15 Synchro 6 Report Fehr & Peers Associates, Inc. 1/7/2010

23 Askland Dr Cherbourg Wy Jack Tone Rd 5 New Road C ¹ New Road E San Joaquin River Bear Creek Otto Dr New Road F Trinity Pk Five Mile Slough 4 Cumberland Pl Thornton Rd New Road A New R oad B R dp dp dp Fourteen Mile Sloug h iver Rd Brookside Rd Thornton Rd Feather River Dr Calaveras River Port of Stockton Gateway Blvd Mosher Slough Alexandria Pl W March Ln Óc dp dp Davis Rd W Benjamin Holt Dr Plymouth Rd McGaw St Pershing Av Country Club Bl Monte Diablo Av Stockton Channel San Joaquin River Pixley Slou Swain Rd gh Lower Sacramento Rd South Bear Creek Fresno Av Claremont Ave E Alpine Av W 8th St Houston Av F rench Camp Slou West Ln N Center St Carolyn Westo n Bl Henry Long Bl Howard Rd/Mathews Rd Wolfe Rd Tam O'Shanter Dr W Acacia St g h Armstrong Rd Bianchi Rd Ishi Goto St Eight Mile Rd E Morada Ln Hammer Ln California St French Camp Rd Roth Rd 5 Æb El Dorado St S Manthey Rd New Road K /ACE E Weber Av Charter Wy Walke r Slough Holman Rd Cal a veras River 4 Sanguinetti Ln N Wilson Wy dp E Hazelton Av McKinley Ave Airport Wy 99 French Camp Rd Newton Rd Filbert St Sperry Rd E 8th St B St Ralph Ave dp D St Bear Creek Pock Ln Stockton Metropolitan Airport l Cherokee Rd Waterloo Rd Fremont St Main St Mariposa Rd Coast to Crest Trail / EBMUD Right of Way 88 Industrial Dr Mormon Slough 4 Arch Rd New Road I To SR 120 Live Oak Rd Waterloo Rd extension Copperopolis Rd Farmington Rd Austin Rd Jack Tone Rd Miles Lathrop Dr LEGEND Class I Bike Path Class II Bike Lane Class III Bike Route Future Class I Bike Path Future Class II Bike Lane Future Class III Bike Route ACE Station Æb Amtrak Station dp Park and Ride /ACE Park Plan Boundary City Limits FIGURE 6 - RECOMMENDED BIKEWAY NETWORK, AS OF JUNE 2007 N:\Projects\1031\1914\October2007\fig06_rec_bike_net.mxd October 2007