summary of findings - phoenix, arizona 20th...20th street bicycle and pedestrian facilities...
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FILENAME: H:\20\20486 - 20TH STREET PED-BIKE CONNECTION\REPORTS\01 EXISTING CONDITIONS TM\20486 20TH ST BIKE-PED
EXISTING CONDITIONS TM.DOCX
TECHNICAL MEMORANDUM 20th Street Bicycle and Pedestrian Facilities Improvement
Maricopa Association of Governments Design Assistance
Existing Conditions
Date: June 28, 2017 Project #:20486 To: Eileen Yazzie, City of Phoenix From: Radu Nan and Joel Amarillas cc: Jason Stephens, Maricopa Association of Governments
SUMMARY OF FINDINGS � The average and 85th-percentile vehicle speeds along 20th Street between Colter Street and
Campbell Avenue are indicative of a highly stressful riding street environment for cyclists. The combination of high speed and daily traffic volumes above 10,000 vehicles would require a separated bicycle facility to maintain a lower level of traffic stress for cyclists.
� Between 2011 and 2015, a total of 23 pedestrian and bicycle related crashes were recorded, four of which were serious injuries and one fatality. The fatal crash took place at the intersection of 20th Street and Camelback Road in 2013, when a car failed to yield the right-of-way and struck a pedestrian.
� The existing street geometric characteristics vary throughout the corridor. The proposed alternatives will be solutions based on the segment context, including: the number of vehicle lanes, speed limit, lighting, sidewalks, bicycle lanes, and on-street parking.
� Daily vehicle traffic volumes along 20th Street are typical of collector streets for the segments between Colter Street and Camelback Road, and Highland Avenue and Campbell Avenue. The weekday 24-hour tube counts for these segments were 10,060 and 10,260 vehicles, respectively.
� Bicycle and pedestrian volumes were collected during the morning and evening commute hours at the intersections of 20th Street and Missouri Avenue, Camelback Road, Highland Avenue, Campbell Avenue, Indian School Road, and Osborn Road. In general, there are more pedestrians than bicycles along the corridor, with bicycle counts ranging from zero to three.
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 2
Kittelson & Associates, Inc. Phoenix, Arizona
Twentieth Street is a two lane roadway that can provide a safe, easy, low-stress rideable and walkable thoroughfare to connect residents to schools, employment, restaurants and shopping (i.e. Town and Country Shopping Center, Camelback Colonnade Center), and major bus routes. The 20th Street corridor is located approximately a quarter mile east of SR-51, and provides access to four grade separated non-motorized passes of the freeway at the Grand Canal, Campbell Avenue, Maryland Avenue, and the Arizona Canal.
The 3.75 mile long project corridor encompasses 20th Street between the Grand Canal and Glendale Avenue; and a connection to the Piestewa Peak on either Glendale Avenue between 20th Street and Squaw Peak Drive or along Ocotillo Road. This corridor is the 4th highest priority of the City of Phoenix Bicycle Master Plan, connecting the regional shared-use path along the Grand Canal to the access road.
The purpose of this technical memorandum is to catalogue the street geometric characteristics and summarize the existing traffic volumes and vehicle speed information collected along the study corridor.
DATA COLLECTED Pedestrian and bicycle crossings, and vehicle turning movement volumes were collected Thursday, February 2, 2017 between 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. at these signalized intersections:
x Camelback Road at 20th Street x Highland Avenue at 20th Street x Indian School Road at 20th Street x Osborn Road at 20th Street
A speed study was also conducted for 24 hours on February 2, 2017 along the following corridors:
x Between Campbell Avenue & Highland Avenue (also on February 4, 2017) x Between Highland Avenue & Camelback Road (also on February 4, 2017) x Between Camelback Road & Colter Street
12-hour driveway mid-week traffic volumes were collected at six locations along 20th Street between Highland Avenue and Camelback Road. In addition, cut-through traffic counts were collected across the Bethany Home Road traffic diverter on 20th Street.
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 3
Kittelson & Associates, Inc. Phoenix, Arizona
TRAFFIC DATA SUMMARY Daily vehicle traffic volumes along 20th Street are typical of collector streets for the segments between Colter Street and Camelback Road, and Highland Avenue and Campbell Avenue. The weekday 24-hour tube counts for these segments were 10,060 and 10,260 vehicles, respectively.
Twentieth Street serves the Town and Country Shopping Center and the Camelback Colonnade Center between Camelback Road and Highland Avenue. It also provides a connection to the SR-51 south ramps at Highland Avenue from Camelback Road. The street cross section is six lanes wide within this segment and serves approximately 21,020 vehicles per day.
Vehicles speeds were also collected along the three road segments listed above. Cyclist comfort or level of traffic street (LTS) is closely related to adjacent vehicle volume and speeds. The 85th-percentile speeds measured along all three road segments are higher than the posted speed limits. Table 1 summarizes the average and 85th-percentile vehicle speeds by travel direction (SB-southbound, NB-northbound) and street segment. These travel speeds are indicative of a highly stressful riding street environment for cyclists. The combination of high speed and daily traffic volumes above 10,000 vehicles would require a physically separated bicycle facility to maintain a lower level of traffic stress for cyclists.
Table 1 Vehicle Speeds Summary by Street Segment
Roadway Segment Average Weekday Vehicle Speeds
(mph) 85th-pecentile Weekday Vehicle
Speeds (mph)
SB Travel NB Travel SB Travel NB Travel
Colter Street Ave to Camelback Road 36 35 41 40
Camelback Road to Highland Ave 32 32 39 38
Highland Ave to Campbell Ave 32 33 39 39
Bicycle activity at the Camelback Road and Highland Avenue intersections is low during the morning and evening commute hours and could be related to the high LTS noted in the previous section.
The following pages summarize the speed, daily volumes, and turning movement counts collected.
ADT = 10,26085th Percentile Speed = 39 MPH
ADT = 10,26085th Percentile Speed = 39 MPH
ADT = 5,356ADT = 5,356
ADT = 21,02085th Percentile Speed = 38 MPH
ADT = 21,02085th Percentile Speed = 38 MPH
ADT = 10,06085th Percentile Speed = 41 MPH
ADT = 10,06085th Percentile Speed = 41 MPH
25
30
35
30
35
51
51
Glendale Ave
16th
St
20th
St
24th
St
16th
St
20th
St
24th
St
Ocotillo Rd
Maryland Ave
Flynn Ln
Lamar Rd
Ocotillo Rd
Claremont St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
Like Ave
San Miguel AveSan Juan Ave
Marshall AveMarshall Ave
Colter St
Campbell Ave
Glenrosa Ave
Turney Ave
Coolidge St
Hazelwood St
Meadowbrook Ave
Devonshire Ave
Fairmount Ave
Clarendon Ave
Weldon Ave
Whitton Ave
Mitchell Dr
Monterey Way
Greenfield Rd
Grand Canal Trail
Arizona Canal Trail
21st
St
22nd
St
21st
St
22nd
St
21st
St
22nd
St
21st
St
22nd
St
19th
St
19th
St
19th
St
18th
Pl
18th
St
Bethany Home Rd
Missouri Ave
Camelback Rd
Highland Ave
Indian School Rd
Osborn Rd
Lincoln Dr
Squaw Peak Dr
Piestewa Peak Park
Granada Park
Madison Camelview Elementary
School
Linda Loma School Center
51
51
Glendale Ave
16th
St
20th
St
24th
St
16th
St
20th
St
24th
St
Ocotillo Rd
Maryland Ave
Flynn Ln
Lamar Rd
Ocotillo Rd
Claremont St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
Like Ave
San Miguel AveSan Juan Ave
Marshall AveMarshall Ave
Colter St
Campbell Ave
Glenrosa Ave
Turney Ave
Coolidge St
Hazelwood St
Meadowbrook Ave
Devonshire Ave
Fairmount Ave
Clarendon Ave
Weldon Ave
Whitton Ave
Mitchell Dr
Monterey Way
Greenfield Rd
Grand Canal Trail
Arizona Canal Trail
21st
St
22nd
St
21st
St
22nd
St
21st
St
22nd
St
21st
St
22nd
St
19th
St
19th
St
19th
St
18th
Pl
18th
St
Bethany Home Rd
Missouri Ave
Camelback Rd
Highland Ave
Indian School Rd
Osborn Rd
Lincoln Dr
Squaw Peak Dr
Piestewa Peak Park
Granada Park
Madison Camelview Elementary
School
Linda Loma School Center
Volume(veh/day)
Speed(MPH)15_< 20 25 30 35 40 45 50 55+
10K+
9K
8K
7K
6K
5K
4K
3K
2K
1K
<1K
ADDITIONAL CONSIDERATIONSTRUCK ROUTE OR >10% HEAVY VEHICLESHIGH TURNOVER PARALLEL PARKINGUSE OBSERVED SPEED (IF AVAILABLE)
STEP TO NEXT PROTECTION LEVELSEPARATED BICYCLE FACILITY PREFERRED (BUFFER OPTIONAL)OTHERWISE USE DESIGN OR POSTED SPEED
PHYSICALLY SEPARATED FACILITY
MIXED TRAFFIC OR SHARROW
WIDE BIKE LANE (BUFFER PREFERRED)
WIDE BIKE LANE (BUFFER OPTIONAL)
PHYSICALLY SEPARATED FACILITY OR BIKE LANE WITH BUFFER
Bicycle Facility Type for Interested but Concerned Bicyclists
85th % Speeds and Traffic Volumes
Volume Distribution by Speed between Camelback Rd and Colter St
85th Percentile Speed41 MPH
85th Percentile Speed39 MPH
Posted Speed 35 MPH
Traffi
c Vo
lum
e
Speed (MPH)
E CAMPBELL AVE &E HIGHLAND AVE
E HIGHLAND AVE &E CAMELBACK RD
E CAMELBACK RD& E COLTER ST
10,260
21,020
10,000
0
5000
10000
15000
20000
25000
85th Percentile Speed41 MPH
85th Percentile Speed38 MPH
85th Percentile Speed39 MPH
0
500
1000
1500
2000
2500
3000
3500
4000
4500
0 0.5 1
Mile North
Study CorridorBike LaneMulti-use Path / TrailBike Route (Shared Lanes)
20th Street Pedestrian and Bicycle Facilities Improvements
Existing Conditions
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 5
Kittelson & Associates, Inc. Phoenix, Arizona
Missouri Avenue at 20th Street
Only vehicle counts were available (count date 10/15/2015)
941
50
432
343
AM Peak 07:15
1119
244
86 29PHF:
0.8725
16
859
5
361313
43
184
69
102
33 56 13 N
324
1252
505
108
83412
204
65
20 37 8
348 58 85
491
PM Peak 16:30
PHF: 0.9772
646
30
20
987884
N
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 6
Kittelson & Associates, Inc. Phoenix, Arizona
Camelback Road at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
2 0 5 0Ped Bike Ped Bike
4 Ped Ped 40 Bike Bike 06 Ped Ped 40 Bike Bike 1
Ped Bike Ped Bike2 0 5 0
AM Peak: 07:30
7
10 9
7
N
AM Peak: 07:30
2 1
1 1 0
1 0
0
0
0 0
0 0
0 0
0 1 0PHF:
0.7500 1 1
NNNN
196 183 208PHF:
0.9664 598 587
1009 29
877
1899
24 772
1675 76
200 2038
AM Peak: 07:30
518 236
41 322 155 NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 7
Kittelson & Associates, Inc. Phoenix, Arizona
Camelback Road at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
11 0 2 0Ped Bike Ped Bike
6 Ped Ped 71 Bike Bike 03 Ped Ped 41 Bike Bike 0
Ped Bike Ped Bike13 0 6 0
19
PM Peak: 17:00
13
11 11
N
PM Peak: 17:00
0 2
0 0 0
0 0
0
0
0 0
0 0
0 0
0 2 0PHF:
0.5000 0 2
NNNN
307 410 192PHF:
0.9627 702 909
2044 106
1919
1476
58 1633
1166 180
252 1432
PM Peak: 17:00
448 574
104 270 74 NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 8
Kittelson & Associates, Inc. Phoenix, Arizona
Highland Avenue at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
3 0 5 0Ped Bike Ped Bike
6 Ped Ped 61 Bike Bike 04 Ped Ped 10 Bike Bike 0
Ped Bike Ped Bike3 1 4 1
AM Peak: 07:30
8
11 7
9
N
AM Peak: 07:30
2 0
0 2 0
0 0
0
0
0 0
0 0
0 0
0 0 0PHF:
0.5000 2 0
NNNN
133 311 69PHF:
0.9243 354 513
685 60
482
1317
227 388
1024 34
66 1269
AM Peak: 07:30
594 598
164 254 176 NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 9
Kittelson & Associates, Inc. Phoenix, Arizona
Highland Avenue at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
7 0 5 1Ped Bike Ped Bike
3 Ped Ped 30 Bike Bike 19 Ped Ped 31 Bike Bike 0
Ped Bike Ped Bike3 0 2 1
6
PM Peak: 16:45
13
13 7
N
PM Peak: 16:45
2 0
0 2 0
0 0
0
0
0 0
0 0
0 0
0 0 0PHF:
0.5000 2 0
NNNN
235 517 48PHF:
0.9558 445 800
1523 163
1280
551
191 1053
306 64
54 514
PM Peak: 16:45
722 871
235 327 160 NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 10
Kittelson & Associates, Inc. Phoenix, Arizona
Campbell Avenue at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
9 0 31 0Ped Bike Ped Bike
3 Ped Ped 20 Bike Bike 16 Ped Ped 31 Bike Bike 0
Ped Bike Ped Bike2 2 0 0
4
AM Peak: 07:15
40
10 6
N
AM Peak: 07:15
2 3
0 2 0
2 1
3
0
0 2
0 0
0 0
0 2 0
2 2
NNNN
AM Peak: 07:15
402 364
10 220 172
23 126
283
32
9 11
11 146
12 298
2 229 115PHF:
0.8978 378 346
NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 11
Kittelson & Associates, Inc. Phoenix, Arizona
Campbell Avenue at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
0 0 2 0Ped Bike Ped Bike
1 Ped Ped 00 Bike Bike 10 Ped Ped 01 Bike Bike 0
Ped Bike Ped Bike0 0 1 0
1
PM Peak: 17:00
2
2 1
N
PM Peak: 17:00
2 1
0 2 0
1 0
1
1
0 1
1 0
0 1
0 1 0
2 1
NNNN
PM Peak: 17:00
458 689
14 330 114
35 195
277
26
12 9
5 73
9 200
12 482 81PHF:
0.9766 412 575
NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 12
Kittelson & Associates, Inc. Phoenix, Arizona
Indian School Road at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
0 3 0 1Ped Bike Ped Bike
1 Ped Ped 31 Bike Bike 01 Ped Ped 00 Bike Bike 0
Ped Bike Ped Bike1 1 1 0
AM Peak: 07:15
4
3 3
3
N
AM Peak: 07:15
1 0
0 1 0
0 0
0
0
0 0
0 0
0 0
0 0 0PHF:
0.2500 1 0
NNNN
77 147 57PHF:
0.9536 360 281
1782 27
1610
1464
131 1530
1244 53
89 1352
AM Peak: 07:15
444 305
175 218 51 NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 13
Kittelson & Associates, Inc. Phoenix, Arizona
Indian School Road at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
3 2 0 0Ped Bike Ped Bike
3 Ped Ped 20 Bike Bike 16 Ped Ped 01 Bike Bike 0
Ped Bike Ped Bike1 0 1 1
3
PM Peak: 16:45
5
10 3
N
0 2 0PHF:
0.5000 0 2
0 0
0
0
0 0
0 0
0 0
PM Peak: 16:45
0 2
0 0 0 NNNN
PM Peak: 16:45
403 509
108 203 92
1849 64
1662
1721
90 1554
1571 43
60 1777
187 355 113PHF:
0.9730 306 655
NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 14
Kittelson & Associates, Inc. Phoenix, Arizona
Osborn Road at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
0 1 1 0Ped Bike Ped Bike
0 Ped Ped 30 Bike Bike 11 Ped Ped 21 Bike Bike 0
Ped Bike Ped Bike0 1 3 0
4
AM Peak: 07:15
2
2 6
N
0 0 0PHF:
0.2500 1 0
0 0
0
0
0 0
0 0
0 0
AM Peak: 07:15
1 0
0 1 0 NNNN
AM Peak: 07:15
321 266
143 144 34
966 26
832
660
103 729
470 77
87 534
94 137 30PHF:
0.8924 308 261
NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 15
Kittelson & Associates, Inc. Phoenix, Arizona
Osborn Road at 20th Street
Pedestrian Counts
Bicycle Counts
Vehicle Turning Movements Count
3 1 2 0Ped Bike Ped Bike
2 Ped Ped 40 Bike Bike 19 Ped Ped 10 Bike Bike 0
Ped Bike Ped Bike2 0 3 0
5
PM Peak: 16:30
6
11 6
N
0 0 0PHF:
0.2500 1 0
0 0
0
0
0 0
0 0
0 0
PM Peak: 16:30
1 0
0 1 0 NNNN
PM Peak: 16:30
316 535
146 117 53
1203 53
1028
1037
172 934
775 41
90 895
123 310 67PHF:
0.9655 248 500
NNNN
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 16
Kittelson & Associates, Inc. Phoenix, Arizona
CRASH DATA SUMMARY City of Phoenix provided crash data along 20th Street between 2011 and 2015. A total of 23 pedestrian and bicycle related crashes were recorded during those five years, four of which were serious injuries and one fatality. The fatal crash took place at the intersection of 20th Street and Camelback Road in 2013, when a car failed to yield the right-of-way and struck a pedestrian.
Serious injury crashed took place at the intersections with Osborn Road, Indian School Road, Highland Avenue, and Camelback Road.
The majority of crashes involving pedestrians and cyclists, 10 out of 23, were due to failure to yield by vehicles.
Overall, 368 crashes were recorded along the study corridor. The following chart indicates the main causes of crashes.
0102030405060708090
100
Total
1
Ped and bike crashes
6
6
8
1
1
#
20th Street Bicycle and Pedestrian Facilities Improvement Project #:20486 June 28, 2017 Page 17
Kittelson & Associates, Inc. Phoenix, Arizona
STREET GEOMETRIC CHARACTERISTICS Existing street geometric characteristics are summarized in Table 2 below.
Table 2 Roadway Segment Geometric Characteristics
Roadway Segment # of Vehicle Lanes
Speed Limit (mph) Lighting Sidewalks Bicycle
Lanes On-Street
Parking
Glendale Ave – Squaw Peak Dr to 20th St 6 Lanes1 40 Yes4 Yes None None
Ocotillo Rd – 20th St to Lincoln Dr 2 Lanes 25 Yes Yes No Yes
Glendale Ave to Maryland Ave 2 Lanes 25 Partial3 Partial5 None Yes
Maryland Ave – Between 20th St 3 Lanes2 25 Yes Partial6 South Side None
North of Claremont St to Bethany Home Rd 2 Lanes 30 None None None None
Bethany Home Rd to Missouri Ave 2 Lanes 30 West Side None Yes None
Missouri Ave to Camelback Road 2 Lanes 35 West Side Yes Yes None
Camelback Road to Highland Ave 6 Lanes 35 West Side Yes Yes None
Highland Ave to Campbell Ave 3 Lanes 30 West Side Yes Yes None
Campbell Ave to Indian School Rd 2 Lanes 30 Yes Yes Yes None
Indian School Rd to Whitton Ave 2 Lanes 35 West Side Yes Yes None
Whitton Ave to Grand Canal Trail 2 Lanes 35 Yes Yes None None
Notes: 1Includes a Two-Way Left-Turn lane (TWLT) and a residential access frontage road on the south side 2Includes an Eastbound Left-Turn lane 3Lighting is present between Glendale Ave and Ocotillo Rd 4North lighting west of 22nd St, south lighting east of 22nd St 5No sidewalk on west side south of Ocotillo Rd for 600 feet 6No sidewalk along north side of bridge
Sidewalk construction along the study corridor features an older design which is not compliant with current Access Board Public Rights-of-Way Accessibility Guidelines (PROWAG) at residential and commercial driveways. This old design does not feature a flat pedestrian apron around the driveway ramp; however, they can be retrofitted per the City of Phoenix Standard Construction Detail P1255-3.
Overall, pedestrian access ramps along the corridor appear to have PROWAG compliant slopes and resting areas; however, the majority lack truncated dome pads at the edge of the roadway. KAI staff observed pedestrian and bicycle usage along the corridor and visually inspected the state of pedestrian facilities on January 26, 2017. The following curb return locations are possible candidates for replacement or upgrade to meet PROWAG:
� SE corner at Ocotillo Rd and 20th St
� NW & NE corners at Maryland Ave and 20th St
� All corners at Missouri Ave
� NE & SE corners of Glenrosa Ave
� NW corner of Devonshire Ave
The following exhibits show graphical representations of street cross sections along the study corridor.
North
0 1,000 2,000
Feet
Study Corridor
20th Street Pedestrian and Bicycle Facilities ImprovementsMaryland Ave to Glendale Ave + Glendale Ave from 20th St to Squaw Peak Dr
Existing Cross-Sections
Glendale Ave
Maryland Ave
Flynn Ln
Lamar Rd
Ocotillo Rd
Claremont St
Arizona Canal Trail
21st
St
22nd
St
21st
St
22nd
St
20th
St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
San Miguel Ave
San Juan Ave
Bethany Home Rd
Lincoln Dr
Granada Park
Glendale Ave
Maryland Ave
Flynn Ln
Lamar Rd
Ocotillo Rd
Claremont St
Arizona Canal Trail
21st
St
22nd
St
21st
St
22nd
St
20th
St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
San Miguel Ave
San Juan Ave
Bethany Home Rd
Lincoln Dr
Granada Park
25
25
40
30
North
0 1,000 2,000
Feet
Study Corridor
20th Street Pedestrian and Bicycle Facilities ImprovementsBethany Home Rd to Maryland Ave
Existing Cross-Sections
Glendale Ave
Maryland Ave
Flynn Ln
Lamar Rd
Ocotillo Rd
Claremont St
Arizona Canal Trail
21st
St
22nd
St
21st
St
22nd
St
20th
St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
San Miguel Ave
San Juan Ave
Bethany Home Rd
Lincoln Dr
Granada Park
Glendale Ave
Maryland Ave
Flynn Ln
Lamar Rd
Ocotillo Rd
Claremont St
Arizona Canal Trail
21st
St
22nd
St
21st
St
22nd
St
20th
St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
San Miguel Ave
San Juan Ave
Bethany Home Rd
Lincoln Dr
Granada Park
2525
40
30
North
0 1,000 2,000
Feet
Study Corridor
20th Street Pedestrian and Bicycle Facilities ImprovementsHighland Ave to Bethany Home Rd
Existing Cross-Sections
20th
St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
Like Ave
San Miguel Ave
San Juan Ave
Marshall Ave
Marshall Ave
Colter St
Orange Dr
Medlock Dr
21st
St
22nd
St
18th
Pl
Bethany Home Rd
Camelback Rd
Coolidge St
Hazelwood St
Meadowbrook AveMadison
Camelview Elementary
School
20th
St
Berridge Ln
Palo Verde Dr
Rancho Dr
Solano Dr
Montebello Ave
Like Ave
San Miguel Ave
San Juan Ave
Marshall Ave
Marshall Ave
Colter St
Orange Dr
Medlock Dr
21st
St
22nd
St
18th
Pl
18th
St
Bethany Home Rd
Missouri Ave
Camelback Rd
Coolidge St
Hazelwood St
Meadowbrook Ave
Highland Ave
Madison Camelview Elementary
School
eeeevvAvAAvAAAAAAddddnnnaalhhhggHigHHH
evevvAAAAiruuoosososssMisMMM
30
11888ttthh
SSSSttt
18th
St
35
0 1,000 2,000
Feet North
Study Corridor
20th Street Pedestrian and Bicycle Facilities ImprovementsGrand Canal to Highland Ave
Existing Cross-Sections
51
20th
St
19th
St
19th
Pl
19th
Pl
18th
Pl
18th
St
Campbell Ave
Glenrosa Ave
Turney Ave
Coolidge St
Hazelwood St
Meadowbrook Ave
Fairmount Ave
Clarendon Ave
Weldon Ave
Whitton Ave
Mitchell Dr
Monterey Way
Grand Canal Trail
21st
St
22nd
St
21st
St
22nd
St
Indian School Rd
Osborn Rd
Madison Camelview Elementary
School
Linda Loma School Center
51
20th
St
19th
St
19th
Pl
19th
Pl
18th
Pl
18th
St
Campbell Ave
Glenrosa Ave
Turney Ave
Coolidge St
Hazelwood St
Meadowbrook Ave
Fairmount Ave
Clarendon Ave
Weldon Ave
Whitton Ave
Mitchell Dr
Monterey Way
Grand Canal Trail
21st
St
22nd
St
21st
St
22nd
St
Highland Ave
Indian School Rd
Osborn Rd
Madison Camelview Elementary
School
Linda Loma School Center
eevvevvvAAAAddandhlaggHigHH
30
35
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