21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A113
Santa Fe Street between Devonshire and Florida
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
113
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Sante Fe St
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 6/14/2023
Critical Speed (85th) 31 MPH
50 Percentile 27 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 23-32 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,304
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.59
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 25 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Florida Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:45
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / PMPH
36 1 1 36 X X 2
35 1 1 35 X X 2
34 0 1 34 X 1
33 2 1 33 X X X 3
32 2 2 32 X X X X 4 *
31 0 5 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 4 5 30 X X X X X X X X X 9 * % Over Pace: 12% 6% 8%
29 3 3 29 X X X X X X 6 P
28 7 6 28 X X X X X X X X X X X X X 13 A % In Pace: 84% 76% 79% 27 8 4 27 X X X X X X X X X X X X 12 C
26 3 3 26 X X X X X X 6 E % Under Pace: 4% 18% 13%
25 5 6 25 X X X X X X X X X X X 11 *
24 6 3 24 X X X X X X X X X 9 * Average Speed: 27 MPH 27 MPH 27 MPH 23 3 1 23 X X X X 4 *
22 1 2 22 X X X 3 Pace Speed: 21 - 30MPH 24 - 33MPH 23 - 32MPH 21 2 2 21 X X X X 4
20 1 3 20 X X X X 4
19 1 1 19 X X 2 15th Percentile / Critical Speed:23 MPH 22 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:27 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:30 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/14/23
21.B
City of Hemet
Santa Fe Street
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM104B
Site Code: 232-23157B
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 34 0 49
12:15 2 37 3 33
12:30 1 28 2 24
12:45 1 20 6 119 0 16 5 122 11 241
01:00 0 24 1 15
01:15 2 16 1 10
01:30 0 29 1 25
01:45 0 27 2 96 0 17 3 67 5 163
02:00 3 24 0 15
02:15 0 18 0 14
02:30 0 26 2 21
02:45 0 34 3 102 0 18 2 68 5 170
03:00 2 25 1 18
03:15 2 18 1 23
03:30 1 27 0 47
03:45 2 26 7 96 2 32 4 120 11 216
04:00 1 21 1 30
04:15 3 10 0 10
04:30 3 24 0 27
04:45 3 19 10 74 1 26 2 93 12 167
05:00 1 22 4 31
05:15 2 23 2 16
05:30 5 15 1 13
05:45 8 9 16 69 1 17 8 77 24 146
06:00 5 10 0 10
06:15 5 14 1 12
06:30 9 8 0 16
06:45 9 11 28 43 8 13 9 51 37 94
07:00 10 13 8 7
07:15 13 9 9 8
07:30 19 12 11 13
07:45 36 10 78 44 7 4 35 32 113 76
08:00 31 4 11 7
08:15 15 5 5 1
08:30 25 5 20 7
08:45 51 7 122 21 26 8 62 23 184 44
09:00 22 8 10 8
09:15 18 7 16 0
09:30 28 2 18 3
09:45 32 2 100 19 23 7 67 18 167 37
10:00 23 8 17 8
10:15 29 3 15 0
10:30 21 3 28 2
10:45 17 3 90 17 21 1 81 11 171 28
11:00 26 2 17 2
11:15 26 5 21 2
11:30 21 1 19 3
11:45 17 0 90 8 20 0 77 7 167 15
Total 552 708 552 708 355 689 355 689 907 1397
Combined
Total 1260 1260 1044 1044 2304
AM Peak - 08:00 - - - 10:30 - - - - -
Vol. - 122 - - - 87 - - - - -
P.H.F. 0.598 0.777
PM Peak - - 12:00 - - - 03:15 - - - -
Vol. - - 119 - - - 132 - - - -
P.H.F. 0.804 0.702
Percentag
e 43.8% 56.2% 34.0% 66.0%
ADT/AADT ADT 2,304 AADT 2,304
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A114
Santa Fe Street between Florida and Acacia
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
114
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Sante Fe St
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 37 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 27-36 MPH
Percent in Pace 73%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 5,337
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.36
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA- MUTCD Section 2B.13, Option 29B) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 2 42 X X 2
41 1 1 41 X X 2 Time
40 0 2 40 X X 2 To: 9:25
39 1 1 39 X X 2
38 3 2 38 X X X X X 5 Existing
37 3 2 37 X X X X X 5 Speed Limit: N/P MPH
36 2 3 36 X X X X X 5 *
35 3 4 35 X X X X X X X 7 *
34 8 8 34 X X X X X X X X X X X X X X X X 16 *
33 6 1 33 X X X X X X X 7 P
32 6 1 32 X X X X X X X 7 A
31 3 6 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 3 4 30 X X X X X X X 7 E % Over Pace: 4% 16% 18%
29 3 1 29 X X X X 4 *
28 1 4 28 X X X X X 5 * % In Pace: 80% 68% 73%
27 4 2 27 X X X X X X 6 *
26 2 2 26 X X X X 4 % Under Pace: 16% 16% 9%
25 0 3 25 X X X 3
24 1 0 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 29 - 38MPH 28 - 37MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 38 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/30/23
21.B
City of Hemet
Santa Fe Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM104
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 72 2 49
12:15 2 108 2 47
12:30 4 59 3 41
12:45 3 47 11 286 1 34 8 171 19 457
01:00 2 44 3 40
01:15 2 59 1 22
01:30 3 62 0 51
01:45 1 66 8 231 4 39 8 152 16 383
02:00 0 49 4 42
02:15 3 80 0 60
02:30 4 67 2 43
02:45 2 59 9 255 2 70 8 215 17 470
03:00 5 51 4 44
03:15 2 42 4 44
03:30 4 38 3 45
03:45 6 36 17 167 0 41 11 174 28 341
04:00 9 37 4 51
04:15 9 37 4 54
04:30 8 33 1 45
04:45 8 48 34 155 4 53 13 203 47 358
05:00 8 53 1 57
05:15 8 41 5 41
05:30 12 39 6 42
05:45 17 28 45 161 2 46 14 186 59 347
06:00 18 30 8 32
06:15 19 26 6 26
06:30 21 29 9 25
06:45 36 33 94 118 7 25 30 108 124 226
07:00 49 29 32 25
07:15 64 21 60 23
07:30 95 23 32 35
07:45 69 18 277 91 35 18 159 101 436 192
08:00 66 21 23 28
08:15 67 17 31 18
08:30 67 18 29 21
08:45 119 15 319 71 36 16 119 83 438 154
09:00 73 9 30 14
09:15 49 11 27 14
09:30 38 13 48 3
09:45 72 9 232 42 21 13 126 44 358 86
10:00 65 6 34 8
10:15 47 8 25 11
10:30 46 5 30 2
10:45 50 5 208 24 41 8 130 29 338 53
11:00 48 8 30 8
11:15 46 2 40 6
11:30 49 8 38 3
11:45 48 4 191 22 45 7 153 24 344 46
Total 1445 1623 1445 1623 779 1490 779 1490 2224 3113
Combined
Total 3068 3068 2269 2269 5337
AM Peak - 08:15 - - - 07:00 - - - - -
Vol. - 326 - - - 159 - - - - -
P.H.F. 0.685 0.663
PM Peak - - 12:00 - - - 02:15 - - - -
Vol. - - 286 - - - 217 - - - -
P.H.F. 0.662 0.775
Percentag
e 47.1% 52.9% 34.3% 65.7%
ADT/AADT ADT 5,337 AADT 5,337
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A115
Santa Fe Street between Acacia and Stetson
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
115
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Sante Fe St
From: Acacia Ave To: Stetson Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 41 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30
10 MPH Pace 29-38 MPH
Percent in Pace 64%
Street Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 4,131
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.44
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluat ed the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appr opriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 2 0 44 X X 2 Time
43 3 0 43 X X X 3 From: 9:25
42 2 1 42 X X X 3
41 5 2 41 X X X X X X X 7 Time
40 3 0 40 X X X 3 To: 9:50
39 3 4 39 X X X X X X X 7
38 2 2 38 X X X X 4 * Existing
37 6 3 37 X X X X X X X X X 9 * Speed Limit: 30 MPH
36 5 1 36 X X X X X X 6 *
35 4 4 35 X X X X X X X X 8 P
34 1 5 34 X X X X X X 6 A
33 2 4 33 X X X X X X 6 C
32 1 4 32 X X X X X 5 E
31 2 2 31 X X X X 4 * Northbound Southbound Combined Statistics 30 1 6 30 X X X X X X X 7 * % Over Pace: 0% 6% 25%
29 5 4 29 X X X X X X X X X 9 *
28 1 2 28 X X X 3 % In Pace: 70% 70% 64%
27 1 3 27 X X X X 4
26 1 0 26 X 1 % Under Pace: 30% 24% 11%
25 0 2 25 X X 2
24 0 0 24 0 Average Speed: 36 MPH 33 MPH 35 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 35 - 44MPH 30 - 39MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 28 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:37 MPH 33 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:41 MPH 38 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/30/23
21.B
City of Hemet
Santa Fe Street
B/ Acacia Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM105
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 53 4 48
12:15 1 48 2 35
12:30 2 31 1 19
12:45 5 29 12 161 3 19 10 121 22 282
01:00 1 22 2 29
01:15 0 30 0 30
01:30 4 30 1 38
01:45 2 30 7 112 2 32 5 129 12 241
02:00 2 29 2 29
02:15 2 52 1 35
02:30 2 31 1 70
02:45 1 26 7 138 1 50 5 184 12 322
03:00 2 25 1 38
03:15 3 26 4 32
03:30 3 34 5 36
03:45 6 45 14 130 2 40 12 146 26 276
04:00 5 35 2 45
04:15 3 28 7 36
04:30 9 38 5 38
04:45 6 31 23 132 5 44 19 163 42 295
05:00 5 25 3 41
05:15 9 31 1 40
05:30 12 21 11 35
05:45 9 29 35 106 9 30 24 146 59 252
06:00 18 32 7 28
06:15 14 24 7 29
06:30 19 21 7 20
06:45 43 29 94 106 13 30 34 107 128 213
07:00 51 13 32 20
07:15 88 16 51 33
07:30 49 18 69 25
07:45 49 12 237 59 29 22 181 100 418 159
08:00 43 15 29 18
08:15 23 16 24 19
08:30 46 9 32 15
08:45 43 9 155 49 47 18 132 70 287 119
09:00 28 7 33 2
09:15 42 10 36 10
09:30 38 7 34 7
09:45 41 11 149 35 22 12 125 31 274 66
10:00 36 6 28 7
10:15 37 10 24 11
10:30 36 7 32 9
10:45 32 3 141 26 15 4 99 31 240 57
11:00 41 5 37 10
11:15 34 5 36 7
11:30 34 4 33 4
11:45 47 3 156 17 25 4 131 25 287 42
Total 1030 1071 1030 1071 777 1253 777 1253 1807 2324
Combined
Total 2101 2101 2030 2030 4131
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 237 - - - 181 - - - - -
P.H.F. 0.673 0.656
PM Peak - - 12:00 - - - 02:15 - - - -
Vol. - - 161 - - - 193 - - - -
P.H.F. 0.759 0.689
Percentag
e 49.0% 51.0% 38.3% 61.7%
ADT/AADT ADT 4,131 AADT 4,131
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A116
Seattle Street between Menlo and Cawston
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
116
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Seattle St
From: Menlo Ave To: Cawston Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30
10 MPH Pace 28-37 MPH
Percent in Pace 76%
Street Classification: Collector
Length of Street Segment: 0.45 Miles
Average Daily Traffic: 801
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Seattle Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Menlo Avenue - Cawston Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 2 44 X X 2 Time
43 0 0 43 0 From: 11:50
42 0 1 42 X 1
41 2 1 41 X X X 3 Time
40 0 1 40 X 1 To: 12:50
39 1 0 39 X 1
38 3 1 38 X X X X 4 Existing
37 2 3 37 X X X X X 5 * Speed Limit: 30 MPH
36 1 1 36 X X 2 *
35 4 1 35 X X X X X 5 *
34 5 4 34 X X X X X X X X X 9 P
33 6 6 33 X X X X X X X X X X X X 12 A
32 4 4 32 X X X X X X X X 8 C
31 6 7 31 X X X X X X X X X X X X X 13 E Eastbound Westbound Combined Statistics 30 2 7 30 X X X X X X X X X 9 * % Over Pace: 18% 12% 12% 29 3 2 29 X X X X X 5 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 78% 78% 76%
27 3 1 27 X X X X 4
26 2 1 26 X X X 3 % Under Pace: 4% 10% 12%
25 0 3 25 X X X 3
24 1 0 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35MPH 28 - 37MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/28/23
21.B
City of Hemet
Seattle Street
B/ Menlo Avenue - Cawston Avenue
24 Hour Directional Volume Count
HEM106
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 11 1 15
12:15 0 15 2 6
12:30 0 4 0 3
12:45 0 3 1 33 0 4 3 28 4 61
01:00 0 6 0 9
01:15 0 7 1 8
01:30 1 3 1 5
01:45 0 7 1 23 1 7 3 29 4 52
02:00 0 1 0 5
02:15 0 8 0 7
02:30 0 12 2 5
02:45 0 6 0 27 1 8 3 25 3 52
03:00 0 5 0 12
03:15 0 14 0 6
03:30 0 18 2 9
03:45 1 9 1 46 2 9 4 36 5 82
04:00 0 6 0 7
04:15 0 7 0 7
04:30 1 4 0 3
04:45 1 6 2 23 4 7 4 24 6 47
05:00 1 10 6 4
05:15 2 8 4 4
05:30 3 3 3 8
05:45 1 6 7 27 1 5 14 21 21 48
06:00 1 7 4 2
06:15 0 5 1 5
06:30 1 5 2 8
06:45 2 5 4 22 6 6 13 21 17 43
07:00 16 2 10 4
07:15 18 7 15 6
07:30 8 4 9 4
07:45 2 2 44 15 5 4 39 18 83 33
08:00 7 1 5 2
08:15 5 5 8 3
08:30 9 3 4 1
08:45 8 4 29 13 11 3 28 9 57 22
09:00 5 2 2 8
09:15 3 3 9 2
09:30 10 0 9 0
09:45 6 2 24 7 6 1 26 11 50 18
10:00 3 1 4 1
10:15 4 2 4 2
10:30 6 1 6 1
10:45 2 0 15 4 4 1 18 5 33 9
11:00 5 0 9 0
11:15 3 1 2 1
11:30 4 4 3 2
11:45 6 0 18 5 10 1 24 4 42 9
Total 146 245 146 245 179 231 179 231 325 476
Combined
Total 391 391 410 410 801
AM Peak - 06:45 - - - 06:45 - - - - -
Vol. - 44 - - - 40 - - - - -
P.H.F. 0.611 0.667
PM Peak - - 03:15 - - - 03:00 - - - -
Vol. - - 47 - - - 36 - - - -
P.H.F. 0.653 0.750
Percentag
e 37.3% 62.7% 43.7% 56.3%
ADT/AADT ADT 801 AADT 801
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A117
Seven Hills Drive between Stetson and South End
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
117
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Seven Hills Dr
From: Stetson Ave To: South End
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 32 MPH
50 Percentile 29 MPH
Existing Posted Speed Limit 25
10 MPH Pace 25-34 MPH
Percent in Pace 89%
Street Classification: Collector
Length of Street Segment: 0.98 Miles
Average Daily Traffic: 2,735
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.68
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 25 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Seven Hills Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Stetson Avenue - South End
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:30
39 0 0 39 0
38 1 0 38 X 1 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 2 36 X X 2
35 1 0 35 X 1
34 4 2 34 X X X X X X 6 *
33 0 3 33 X X X 3 *
32 6 2 32 X X X X X X X X 8 *
31 5 4 31 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 30 2 5 30 X X X X X X X 7 A % Over Pace: 4% 4% 4%
29 6 8 29 X X X X X X X X X X X X X X 14 C
28 8 7 28 X X X X X X X X X X X X X X X 15 E % In Pace: 88% 90% 89% 27 6 6 27 X X X X X X X X X X X X 12 *
26 4 5 26 X X X X X X X X X 9 * % Under Pace: 8% 6% 7%
25 3 3 25 X X X X X X 6 *
24 2 2 24 X X X X 4 Average Speed: 29 MPH 29 MPH 29 MPH 23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 25 - 34MPH 25 - 34MPH 25 - 34MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:28 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:32 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Seven Hills Drive
B/ Stetson Avenue - South End
24 Hour Directional Volume Count
HEM107
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/12/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 33 2 38
12:15 3 31 2 23
12:30 0 32 0 29
12:45 0 37 3 133 2 34 6 124 9 257
01:00 0 47 0 30
01:15 0 43 1 27
01:30 1 31 1 29
01:45 0 24 1 145 0 28 2 114 3 259
02:00 2 33 1 33
02:15 0 33 0 30
02:30 0 21 0 19
02:45 1 22 3 109 0 28 1 110 4 219
03:00 1 42 2 42
03:15 1 29 0 42
03:30 1 26 1 26
03:45 3 23 6 120 1 22 4 132 10 252
04:00 3 17 3 33
04:15 1 21 1 31
04:30 1 27 0 30
04:45 2 30 7 95 4 25 8 119 15 214
05:00 3 15 5 24
05:15 6 16 1 20
05:30 3 13 1 26
05:45 5 18 17 62 2 24 9 94 26 156
06:00 10 19 0 20
06:15 7 22 1 11
06:30 12 12 5 22
06:45 12 12 41 65 7 24 13 77 54 142
07:00 5 13 11 20
07:15 13 6 7 16
07:30 20 9 9 10
07:45 17 9 55 37 8 10 35 56 90 93
08:00 17 5 10 7
08:15 18 2 15 18
08:30 24 4 16 9
08:45 22 2 81 13 21 8 62 42 143 55
09:00 35 5 19 7
09:15 22 1 15 4
09:30 28 3 19 7
09:45 25 2 110 11 25 6 78 24 188 35
10:00 29 2 30 3
10:15 39 3 17 4
10:30 31 3 28 1
10:45 36 1 135 9 21 3 96 11 231 20
11:00 33 1 40 4
11:15 28 0 28 2
11:30 35 1 31 4
11:45 25 1 121 3 25 2 124 12 245 15
Total 580 802 580 802 438 915 438 915 1018 1717
Combined
Total 1382 1382 1353 1353 2735
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 139 - - - 124 - - - - -
P.H.F. 0.891 0.775
PM Peak - - 00:30 - - - 02:45 - - - -
Vol. - - 159 - - - 138 - - - -
P.H.F. 0.846 0.821
Percentag
e 42.0% 58.0% 32.4% 67.6%
ADT/AADT ADT 2,735 AADT 2,735
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A118
Soboba Street between Mountain and Berkley
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
118
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Soboba St
From: Mountain Ave To: Berkley Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40
10 MPH Pace 38-47 MPH
Percent in Pace 64%
Street Classification: Collector
Length of Street Segment: 0.27 Miles
Average Daily Traffic: 3,031
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mountain Avenue - Berkley Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 1 56 X X 2
55 0 0 55 0
54 1 0 54 X 1 Time
53 4 2 53 X X X X X X 6 From: 10:30
52 0 1 52 X 1
51 2 0 51 X X 2 Time
50 2 1 50 X X X 3 To: 10:50
49 3 2 49 X X X X X 5
48 2 2 48 X X X X 4 Existing
47 4 1 47 X X X X X 5 * Speed Limit: 40 MPH
46 3 1 46 X X X X 4 *
45 5 3 45 X X X X X X X X 8 *
44 6 3 44 X X X X X X X X X 9 P
43 1 4 43 X X X X X 5 A
42 2 6 42 X X X X X X X X 8 C
41 3 2 41 X X X X X 5 E Northbound Southbound Combined Statistics 40 1 6 40 X X X X X X X 7 * % Over Pace: 26% 18% 24%
39 5 3 39 X X X X X X X X 8 *
38 2 3 38 X X X X X 5 * % In Pace: 64% 64% 64%
37 1 1 37 X X 2
36 2 1 36 X X X 3 % Under Pace: 10% 18% 12%
35 0 2 35 X X 2
34 0 2 34 X X 2 Average Speed: 45 MPH 42 MPH 44 MPH
33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 39 - 48MPH 38 - 47MPH 38 - 47MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 36 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:51 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/8/23
21.B
City of Hemet
Soboba Street
B/ Mountain Avenue - Berkley Avenue
24 Hour Directional Volume Count
HEM108
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/20/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 16 6 15
12:15 6 20 5 15
12:30 2 14 7 24
12:45 3 20 15 70 3 15 21 69 36 139
01:00 3 17 2 15
01:15 2 17 1 24
01:30 1 27 1 13
01:45 1 20 7 81 3 34 7 86 14 167
02:00 2 26 8 34
02:15 1 52 1 22
02:30 1 24 3 24
02:45 2 15 6 117 2 39 14 119 20 236
03:00 2 32 0 25
03:15 3 24 0 24
03:30 5 27 3 40
03:45 5 27 15 110 3 23 6 112 21 222
04:00 7 44 3 21
04:15 5 22 4 45
04:30 16 26 3 26
04:45 19 24 47 116 2 40 12 132 59 248
05:00 12 28 5 21
05:15 15 21 4 22
05:30 17 19 6 32
05:45 14 22 58 90 8 34 23 109 81 199
06:00 21 23 6 34
06:15 20 21 9 22
06:30 25 13 12 16
06:45 24 29 90 86 16 21 43 93 133 179
07:00 43 12 26 10
07:15 33 14 30 21
07:30 46 19 33 12
07:45 53 21 175 66 36 13 125 56 300 122
08:00 28 17 29 19
08:15 22 15 22 15
08:30 21 10 27 15
08:45 14 13 85 55 13 14 91 63 176 118
09:00 23 6 14 8
09:15 11 8 11 7
09:30 14 8 12 9
09:45 14 6 62 28 24 10 61 34 123 62
10:00 17 7 8 11
10:15 21 9 20 5
10:30 8 8 17 6
10:45 20 4 66 28 19 7 64 29 130 57
11:00 21 4 12 8
11:15 23 2 11 4
11:30 23 0 25 7
11:45 22 2 89 8 22 3 70 22 159 30
Total 715 855 715 855 537 924 537 924 1252 1779
Combined
Total 1570 1570 1461 1461 3031
AM Peak - 07:00 - - - 07:15 - - - - -
Vol. - 175 - - - 128 - - - - -
P.H.F. 0.825 0.889
PM Peak - - 01:30 - - - 04:00 - - - -
Vol. - - 125 - - - 132 - - - -
P.H.F. 0.601 0.733
Percentag
e 45.5% 54.5% 36.8% 63.2%
ADT/AADT ADT 3,031 AADT 3,031
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A119
Soboba Street between Berkley and Charlton
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
119
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Soboba St
From: Berkley Ave To: Charlton Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 44 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit Not Posted (NB) / 40 (SB)
10 MPH Pace 35-44 MPH
Percent in Pace 71%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,099
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Berkley Avenue - Charlton Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 2 55 X X 2
54 0 0 54 0 Time
53 0 0 53 0 From: 10:50
52 0 2 52 X X 2
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 11:20
49 2 1 49 X X X 3
48 1 0 48 X 1 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 2 4 44 X X X X X X 6 *
43 2 5 43 X X X X X X X 7 *
42 2 1 42 X X X 3 *
41 3 4 41 X X X X X X X 7 P Northbound Southbound Combined Statistics 40 6 2 40 X X X X X X X X 8 A % Over Pace: 14% 16% 15%
39 4 4 39 X X X X X X X X 8 C
38 4 6 38 X X X X X X X X X X 10 E % In Pace: 74% 68% 71% 37 4 2 37 X X X X X X 6 *
36 6 3 36 X X X X X X X X X 9 * % Under Pace: 12% 16% 14% 35 4 3 35 X X X X X X X 7 *
34 1 2 34 X X X 3 Average Speed: 39 MPH 40 MPH 40 MPH
33 2 1 33 X X X 3
32 0 3 32 X X X 3 Pace Speed: 35 - 44MPH 35 - 44MPH 35 - 44MPH 31 1 0 31 X 1
30 1 2 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed:35 MPH 34 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:44 MPH 46 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/8/23
21.B
City of Hemet
Soboba Street
B/ Berkley Avenue - Charlton Avenue
24 Hour Directional Volume Count
HEM109
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 33 6 31
12:15 7 37 5 25
12:30 2 23 6 26
12:45 3 18 16 111 3 23 20 105 36 216
01:00 3 22 2 17
01:15 2 26 1 20
01:30 1 24 1 18
01:45 0 17 6 89 2 13 6 68 12 157
02:00 0 19 2 26
02:15 1 19 0 41
02:30 1 21 2 27
02:45 2 18 4 77 2 33 6 127 10 204
03:00 2 21 2 29
03:15 6 24 3 32
03:30 3 30 0 31
03:45 3 40 14 115 4 22 9 114 23 229
04:00 6 21 3 31
04:15 6 35 4 33
04:30 10 26 0 31
04:45 11 27 33 109 6 29 13 124 46 233
05:00 11 9 3 30
05:15 8 28 9 26
05:30 22 26 7 28
05:45 10 19 51 82 7 35 26 119 77 201
06:00 15 25 5 21
06:15 22 25 12 24
06:30 15 28 16 29
06:45 22 20 74 98 18 23 51 97 125 195
07:00 29 15 39 21
07:15 43 19 27 12
07:30 32 17 28 17
07:45 35 11 139 62 41 14 135 64 274 126
08:00 30 17 36 21
08:15 33 12 28 17
08:30 23 11 30 21
08:45 24 17 110 57 23 9 117 68 227 125
09:00 17 9 26 7
09:15 18 8 19 7
09:30 23 4 23 9
09:45 28 8 86 29 22 16 90 39 176 68
10:00 11 6 13 10
10:15 11 9 19 5
10:30 15 1 18 4
10:45 19 3 56 19 16 4 66 23 122 42
11:00 17 4 17 5
11:15 18 5 15 5
11:30 22 3 15 7
11:45 23 0 80 12 18 1 65 18 145 30
Total 669 860 669 860 604 966 604 966 1273 1826
Combined
Total 1529 1529 1570 1570 3099
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 140 - - - 135 - - - - -
P.H.F. 0.814 0.823
PM Peak - - 03:30 - - - 02:15 - - - -
Vol. - - 126 - - - 130 - - - -
P.H.F. 0.788 0.793
Percentag
e 43.8% 56.2% 38.5% 61.5%
ADT/AADT ADT 3,099 AADT 3,099
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A120
Soboba Street between Charlton and Lincoln
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
120
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Soboba St
From: Charlton Ave To: Lincoln Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 41 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35
10 MPH Pace 34-43 MPH
Percent in Pace 86%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,413
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.23
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Charlton Avenue - Lincoln Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:40
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 0 0 45 0
44 2 2 44 X X X X 4
43 2 2 43 X X X X 4 *
42 3 2 42 X X X X X 5 *
41 6 2 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 5 2 40 X X X X X X X 7 P % Over Pace: 2% 6% 6%
39 7 9 39 X X X X X X X X X X X X X X X X 16 A
38 7 5 38 X X X X X X X X X X X X 12 C % In Pace: 92% 82% 86% 37 4 1 37 X X X X X 5 E
36 8 10 36 X X X X X X X X X X X X X X X X X X 18 * % Under Pace: 6% 12% 8% 35 2 4 35 X X X X X X 6 *
34 1 4 34 X X X X X 5 * Average Speed: 39 MPH 37 MPH 38 MPH 33 0 1 33 X 1
32 1 3 32 X X X X 4 Pace Speed: 35 - 44MPH 34 - 43MPH 34 - 43MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:36 MPH 34 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:39 MPH 37 MPH 38 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed:42 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/8/23
21.B
City of Hemet
Soboba Street
B/ Lincoln Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM111
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 27 6 52
12:15 4 37 6 43
12:30 2 8 5 28
12:45 4 29 16 101 4 34 21 157 37 258
01:00 3 29 2 21
01:15 1 17 3 24
01:30 0 22 0 23
01:45 0 17 4 85 1 20 6 88 10 173
02:00 0 17 3 33
02:15 2 21 0 39
02:30 0 26 2 30
02:45 3 20 5 84 2 35 7 137 12 221
03:00 2 26 3 38
03:15 7 30 1 49
03:30 3 43 2 41
03:45 2 43 14 142 4 37 10 165 24 307
04:00 7 25 5 49
04:15 4 46 3 47
04:30 7 28 2 40
04:45 10 36 28 135 7 35 17 171 45 306
05:00 10 18 7 39
05:15 9 40 14 28
05:30 21 24 12 38
05:45 13 26 53 108 13 44 46 149 99 257
06:00 15 21 9 33
06:15 25 26 12 28
06:30 17 22 15 27
06:45 26 23 83 92 27 33 63 121 146 213
07:00 33 21 31 26
07:15 54 23 49 20
07:30 34 9 65 15
07:45 46 15 167 68 60 19 205 80 372 148
08:00 42 17 34 28
08:15 29 11 34 28
08:30 29 9 34 21
08:45 26 23 126 60 27 12 129 89 255 149
09:00 18 10 23 11
09:15 21 9 31 8
09:30 22 4 35 10
09:45 31 7 92 30 28 18 117 47 209 77
10:00 21 5 15 12
10:15 11 5 25 7
10:30 22 2 20 5
10:45 18 6 72 18 23 6 83 30 155 48
11:00 17 3 23 6
11:15 26 5 26 6
11:30 25 3 23 9
11:45 30 0 98 11 25 3 97 24 195 35
Total 758 934 758 934 801 1258 801 1258 1559 2192
Combined
Total 1692 1692 2059 2059 3751
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 176 - - - 208 - - - - -
P.H.F. 0.815 0.800
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 157 - - - 176 - - - -
P.H.F. 0.853 0.898
Percentag
e 44.8% 55.2% 38.9% 61.1%
ADT/AADT ADT 3,751 AADT 3,751
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A121
Soboba Street between Lincoln and Florida
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
121
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Soboba St
From: Lincoln Ave To: Florida Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 41 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35
10 MPH Pace 33-42 MPH
Percent in Pace 78%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,751
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.91
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lincoln Avenue - Florida Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:00
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 2 0 46 X X 2
45 1 0 45 X 1
44 0 0 44 0
43 2 2 43 X X X X 4
42 1 3 42 X X X X 4 *
41 5 2 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 1 4 40 X X X X X 5 * % Over Pace: 12% 4% 7%
39 6 7 39 X X X X X X X X X X X X X 13 P
38 6 2 38 X X X X X X X X 8 A % In Pace: 78% 80% 78%
37 8 3 37 X X X X X X X X X X X 11 C
36 2 5 36 X X X X X X X 7 E % Under Pace: 10% 16% 15%
35 3 4 35 X X X X X X X 7 *
34 2 6 34 X X X X X X X X 8 * Average Speed: 37 MPH 36 MPH 37 MPH 33 4 4 33 X X X X X X X X 8 *
32 2 2 32 X X X X 4 Pace Speed: 32 - 41MPH 33 - 42MPH 33 - 42MPH 31 4 1 31 X X X X X 5
30 1 1 30 X X 2
29 0 1 29 X 1 15th Percentile / Critical Speed:33 MPH 32 MPH 32 MPH 28 0 2 28 X X 2
27 0 1 27 X 1 50th Percentile / Critical Speed:37 MPH 36 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:41 MPH 40 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/8/23
21.B
City of Hemet
Soboba Street
B/ Charlton Avenue - Lincoln Avenue
24 Hour Directional Volume Count
HEM110
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 33 6 35
12:15 7 41 5 34
12:30 2 19 6 32
12:45 3 19 17 112 3 22 20 123 37 235
01:00 3 26 2 23
01:15 1 17 1 23
01:30 1 25 2 24
01:45 0 18 5 86 1 13 6 83 11 169
02:00 0 19 3 25
02:15 0 19 0 40
02:30 1 23 2 26
02:45 1 20 2 81 2 32 7 123 9 204
03:00 3 24 2 33
03:15 6 27 3 36
03:30 3 39 1 31
03:45 2 40 14 130 4 32 10 132 24 262
04:00 7 27 4 38
04:15 5 38 3 36
04:30 7 27 2 34
04:45 10 32 29 124 6 28 15 136 44 260
05:00 8 17 3 34
05:15 10 28 13 27
05:30 20 32 10 30
05:45 15 21 53 98 15 43 41 134 94 232
06:00 15 25 7 27
06:15 21 24 12 26
06:30 19 26 19 28
06:45 26 24 81 99 23 29 61 110 142 209
07:00 42 19 29 18
07:15 59 23 40 17
07:30 39 16 46 14
07:45 37 12 177 70 46 20 161 69 338 139
08:00 30 18 33 20
08:15 27 11 29 23
08:30 28 9 29 22
08:45 25 19 110 57 22 7 113 72 223 129
09:00 17 11 21 10
09:15 19 9 24 8
09:30 21 5 25 7
09:45 25 7 82 32 27 19 97 44 179 76
10:00 22 7 7 11
10:15 12 7 21 6
10:30 20 2 18 3
10:45 21 3 75 19 16 4 62 24 137 43
11:00 25 3 22 6
11:15 25 2 26 5
11:30 29 7 16 9
11:45 26 0 105 12 15 1 79 21 184 33
Total 750 920 750 920 672 1071 672 1071 1422 1991
Combined
Total 1670 1670 1743 1743 3413
AM Peak - 07:00 - - - 07:15 - - - - -
Vol. - 177 - - - 165 - - - - -
P.H.F. 0.750 0.897
PM Peak - - 03:30 - - - 03:45 - - - -
Vol. - - 144 - - - 140 - - - -
P.H.F. 0.900 0.921
Percentag
e 44.9% 55.1% 38.6% 61.4%
ADT/AADT ADT 3,413 AADT 3,413
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A122
State Street between Esplanade and Fruitvale
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
122
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Esplanade Ave To: Fruitvale Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 55 MPH
50 Percentile 47 MPH
Existing Posted Speed Limit 40
10 MPH Pace 42-51 MPH
Percent in Pace 49%
Street Classification: Divided Secondary
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 20,195
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.66
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th - percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Esplanade Avenue - Fruitvale Avenue 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 2 0 63 X X 2 From: 11:30
62 0 0 62 0
61 1 0 61 X 1 Time
60 3 0 60 X X X 3 To: 11:50
59 1 0 59 X 1
58 1 1 58 X X 2 Existing
57 1 0 57 X 1 Speed Limit: 40 MPH
56 2 1 56 X X X 3
55 1 5 55 X X X X X X 6
54 0 4 54 X X X X 4
53 4 0 53 X X X X 4
52 1 1 52 X X 2
51 2 3 51 X X X X X 5 * Northbound Southbound Combined Statistics 50 1 2 50 X X X 3 * % Over Pace: 24% 24% 29%
49 3 2 49 X X X X X 5 *
48 5 0 48 X X X X X 5 P % In Pace: 52% 50% 49%
47 3 1 47 X X X X 4 A
46 2 3 46 X X X X X 5 C % Under Pace: 24% 26% 22%
45 3 3 45 X X X X X X 6 E
44 2 3 44 X X X X X 5 * Average Speed: 49 MPH 46 MPH 47 MPH 43 2 3 43 X X X X X 5 *
42 1 5 42 X X X X X X 6 * Pace Speed: 44 - 53MPH 42 - 51MPH 42 - 51MPH 41 1 0 41 X 1
40 3 2 40 X X X X X 5
39 2 2 39 X X X X 4 15th Percentile / Critical Speed:40 MPH 38 MPH 39 MPH 38 1 2 38 X X X 3
37 1 2 37 X X X 3 50th Percentile / Critical Speed:48 MPH 45 MPH 47 MPH 36 1 1 36 X X 2
35 0 2 35 X X 2 85th Percentile / Critical Speed:58 MPH 54 MPH 55 MPH 34 0 0 34 0
33 0 2 33 X X 2
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Esplanade Avenue - Fruitvale Avenue
24 Hour Directional Volume Count
HEM112
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 167 20 121
12:15 18 144 24 162
12:30 10 175 26 170
12:45 15 148 61 634 25 144 95 597 156 1231
01:00 13 187 17 162
01:15 12 145 19 155
01:30 12 152 9 141
01:45 13 179 50 663 20 177 65 635 115 1298
02:00 15 177 20 163
02:15 6 203 15 209
02:30 15 189 16 179
02:45 15 203 51 772 20 207 71 758 122 1530
03:00 13 180 17 210
03:15 23 180 20 217
03:30 30 195 23 207
03:45 27 193 93 748 15 220 75 854 168 1602
04:00 44 183 20 208
04:15 60 167 20 205
04:30 51 180 27 196
04:45 64 178 219 708 25 160 92 769 311 1477
05:00 75 192 20 230
05:15 80 172 27 172
05:30 92 159 36 170
05:45 95 146 342 669 59 161 142 733 484 1402
06:00 96 157 63 206
06:15 97 126 66 145
06:30 117 121 72 139
06:45 127 114 437 518 90 159 291 649 728 1167
07:00 161 99 100 120
07:15 179 123 128 106
07:30 183 82 156 108
07:45 181 88 704 392 195 89 579 423 1283 815
08:00 179 72 171 91
08:15 211 82 194 71
08:30 129 63 176 66
08:45 138 71 657 288 152 65 693 293 1350 581
09:00 138 57 122 57
09:15 142 53 114 59
09:30 125 57 147 65
09:45 135 33 540 200 141 48 524 229 1064 429
10:00 152 39 150 41
10:15 127 32 151 50
10:30 145 31 128 39
10:45 141 32 565 134 155 40 584 170 1149 304
11:00 181 22 128 29
11:15 170 29 146 30
11:30 152 21 147 32
11:45 153 19 656 91 135 35 556 126 1212 217
Total 4375 5817 4375 5817 3767 6236 3767 6236 8142 12053 Combined
Total 10192 10192 10003 10003 20195
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 754 - - - 736 - - - - -
P.H.F. 0.893 0.944
PM Peak - - 02:15 - - - 03:00 - - - -
Vol. - - 775 - - - 854 - - - -
P.H.F. 0.954 0.970
Percentag
e 42.9% 57.1% 37.7% 62.3%
ADT/AADT ADT 20,195 AADT 20,195
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A123
State Street between Fruitvale and Menlo
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
123
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Fruitvale Ave To: Menlo Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40
10 MPH Pace 36-45 MPH
Percent in Pace 79%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 21,256
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.20
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fruitvale Avenue - Menlo Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:50
52 0 0 52 0
51 2 0 51 X X 2 Time
50 2 0 50 X X 2 To: 12:10
49 2 0 49 X X 2
48 1 1 48 X X 2 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 3 45 X X X X 4 *
44 2 2 44 X X X X 4 *
43 3 7 43 X X X X X X X X X X 10 *
42 2 3 42 X X X X X 5 P
41 6 3 41 X X X X X X X X X 9 A Northbound Southbound Combined Statistics 40 5 6 40 X X X X X X X X X X X 11 C % Over Pace: 20% 6% 12% 39 4 3 39 X X X X X X X 7 E
38 5 6 38 X X X X X X X X X X X 11 * % In Pace: 74% 86% 79% 37 5 5 37 X X X X X X X X X X 10 *
36 3 5 36 X X X X X X X X 8 * % Under Pace: 6% 8% 9%
35 2 0 35 X X 2
34 1 3 34 X X X X 4 Average Speed: 41 MPH 40 MPH 40 MPH 33 1 0 33 X 1
32 1 0 32 X 1 Pace Speed: 35 - 44MPH 36 - 45MPH 36 - 45MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:47 MPH 44 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Fruitvale Avenue - Menlo Avenue
24 Hour Directional Volume Count
HEM113
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 23 214 22 138
12:15 17 155 23 162
12:30 6 216 22 180
12:45 14 155 60 740 22 146 89 626 149 1366
01:00 12 223 18 172
01:15 9 179 16 146
01:30 13 167 8 172
01:45 12 178 46 747 17 177 59 667 105 1414
02:00 10 190 18 192
02:15 7 198 11 245
02:30 14 230 13 201
02:45 12 229 43 847 15 265 57 903 100 1750
03:00 10 213 17 248
03:15 15 201 17 287
03:30 26 211 23 232
03:45 25 206 76 831 15 236 72 1003 148 1834
04:00 34 208 23 234
04:15 53 165 18 252
04:30 44 194 25 257
04:45 61 159 192 726 30 191 96 934 288 1660
05:00 67 190 28 259
05:15 73 176 33 186
05:30 77 148 37 185
05:45 80 137 297 651 56 174 154 804 451 1455
06:00 87 161 66 197
06:15 91 131 81 159
06:30 119 112 82 140
06:45 133 113 430 517 104 154 333 650 763 1167
07:00 134 116 125 132
07:15 146 124 123 98
07:30 179 87 156 102
07:45 169 85 628 412 237 90 641 422 1269 834
08:00 191 80 140 74
08:15 199 82 176 69
08:30 150 53 193 72
08:45 146 65 686 280 175 72 684 287 1370 567
09:00 165 73 135 57
09:15 147 56 125 51
09:30 151 57 135 70
09:45 158 34 621 220 148 42 543 220 1164 440
10:00 149 43 160 37
10:15 127 27 146 41
10:30 144 28 149 33
10:45 160 35 580 133 152 31 607 142 1187 275
11:00 182 26 132 30
11:15 183 35 149 28
11:30 155 24 147 29
11:45 169 23 689 108 155 33 583 120 1272 228
Total 4348 6212 4348 6212 3918 6778 3918 6778 8266 12990 Combined
Total 10560 10560 10696 10696 21256
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 738 - - - 746 - - - - -
P.H.F. 0.927 0.787
PM Peak - - 02:30 - - - 02:45 - - - -
Vol. - - 873 - - - 1032 - - - -
P.H.F. 0.949 0.899
Percentag
e 41.2% 58.8% 36.6% 63.4%
ADT/AADT ADT 21,256 AADT 21,256
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A124
State Street between Menlo and Oakland
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
124
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Menlo Ave To: Oakland Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 42 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 40
10 MPH Pace 33-42 MPH
Percent in Pace 81%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 17,315
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.11
California Statewide Accidents Rate (MVM): 1.05
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is approp riate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Menlo Avenue - Oakland Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:30
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 0 1 45 X 1
44 6 1 44 X X X X X X X 7
43 0 1 43 X 1
42 1 2 42 X X X 3 *
41 4 2 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 * % Over Pace: 2% 10% 12% 39 8 2 39 X X X X X X X X X X 10 P
38 7 6 38 X X X X X X X X X X X X X 13 A % In Pace: 86% 82% 81% 37 4 7 37 X X X X X X X X X X X 11 C
36 4 6 36 X X X X X X X X X X 10 E % Under Pace: 12% 8% 7% 35 4 4 35 X X X X X X X X 8 *
34 3 6 34 X X X X X X X X X 9 * Average Speed: 38 MPH 37 MPH 38 MPH 33 0 2 33 X X 2 *
32 1 2 32 X X X 3 Pace Speed: 35 - 44MPH 33 - 42MPH 33 - 42MPH 31 1 0 31 X 1
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed:35 MPH 34 MPH 34 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:42 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Menlo Avenue - Oakland Avenue
24 Hour Directional Volume Count
HEM114
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 167 20 136
12:15 15 126 16 140
12:30 5 151 19 149
12:45 12 133 53 577 22 144 77 569 130 1146
01:00 13 168 14 123
01:15 8 122 15 134
01:30 14 150 10 147
01:45 11 130 46 570 15 154 54 558 100 1128
02:00 8 148 18 123
02:15 8 166 12 141
02:30 13 163 10 153
02:45 7 175 36 652 15 163 55 580 91 1232
03:00 8 168 13 176
03:15 13 163 16 197
03:30 21 157 23 158
03:45 20 182 62 670 10 175 62 706 124 1376
04:00 27 160 21 183
04:15 41 148 16 185
04:30 37 154 24 181
04:45 53 156 158 618 32 139 93 688 251 1306
05:00 53 151 26 162
05:15 58 157 27 164
05:30 63 144 32 146
05:45 68 131 242 583 61 139 146 611 388 1194
06:00 68 155 58 163
06:15 73 130 78 128
06:30 92 105 66 107
06:45 114 109 347 499 93 128 295 526 642 1025
07:00 99 99 85 101
07:15 137 106 93 77
07:30 148 82 117 86
07:45 137 81 521 368 131 71 426 335 947 703
08:00 158 66 107 68
08:15 129 77 151 54
08:30 126 50 141 57
08:45 134 59 547 252 148 67 547 246 1094 498
09:00 115 65 100 47
09:15 129 49 107 45
09:30 137 49 138 54
09:45 119 33 500 196 128 29 473 175 973 371
10:00 132 41 147 36
10:15 125 23 129 29
10:30 122 24 143 31
10:45 143 31 522 119 134 25 553 121 1075 240
11:00 135 23 123 20
11:15 137 24 125 23
11:30 144 30 127 23
11:45 154 22 570 99 142 29 517 95 1087 194
Total 3604 5203 3604 5203 3298 5210 3298 5210 6902 10413 Combined
Total 8807 8807 8508 8508 17315
AM Peak - 07:15 - - - 10:00 - - - - -
Vol. - 580 - - - 553 - - - - -
P.H.F. 0.918 0.916
PM Peak - - 02:15 - - - 03:45 - - - -
Vol. - - 672 - - - 724 - - - -
P.H.F. 0.960 0.978
Percentag
e 40.9% 59.1% 38.8% 61.2%
ADT/AADT ADT 17,315 AADT 17,315
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A125
State Street between Oakland and Devonshire
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
125
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Oakland Ave To: Devonshire Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 41 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 40
10 MPH Pace 32-41 MPH
Percent in Pace 79%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 17,438
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.47
California Statewide Accidents Rate (MVM): 1.05
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is approp riate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Oakland Avenue - Devonshire Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:50
49 0 0 49 0
48 0 1 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 1 46 X 1
45 0 2 45 X X 2
44 2 0 44 X X 2
43 1 0 43 X 1
42 3 1 42 X X X X 4
41 3 2 41 X X X X X 5 * Northbound Southbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 * % Over Pace: 0% 10% 12% 39 3 5 39 X X X X X X X X 8 *
38 6 6 38 X X X X X X X X X X X X 12 P % In Pace: 80% 78% 79% 37 6 3 37 X X X X X X X X X 9 A
36 9 2 36 X X X X X X X X X X X 11 C % Under Pace: 20% 12% 9% 35 3 7 35 X X X X X X X X X X 10 E
34 1 5 34 X X X X X X 6 * Average Speed: 37 MPH 37 MPH 37 MPH 33 1 3 33 X X X X 4 *
32 4 1 32 X X X X X 5 * Pace Speed: 35 - 44MPH 33 - 42MPH 32 - 41MPH 31 1 2 31 X X X 3
30 1 1 30 X X 2
29 1 2 29 X X X 3 15th Percentile / Critical Speed:32 MPH 33 MPH 33 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile / Critical Speed:37 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:41 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Oakland Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM115
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 174 19 151
12:15 15 138 17 139
12:30 6 150 20 154
12:45 14 141 54 603 23 142 79 586 133 1189
01:00 10 170 13 131
01:15 10 123 14 122
01:30 13 154 10 150
01:45 12 148 45 595 12 145 49 548 94 1143
02:00 7 159 15 134
02:15 9 169 10 150
02:30 11 186 9 159
02:45 7 180 34 694 16 171 50 614 84 1308
03:00 7 165 12 181
03:15 13 174 14 187
03:30 21 152 20 164
03:45 17 176 58 667 9 176 55 708 113 1375
04:00 28 168 19 176
04:15 37 164 16 177
04:30 38 152 21 174
04:45 48 161 151 645 32 152 88 679 239 1324
05:00 49 153 26 164
05:15 51 166 29 175
05:30 65 136 28 139
05:45 55 127 220 582 60 138 143 616 363 1198
06:00 64 147 56 158
06:15 72 122 78 118
06:30 85 110 72 107
06:45 105 106 326 485 94 117 300 500 626 985
07:00 103 101 101 100
07:15 126 110 95 71
07:30 151 79 125 81
07:45 158 85 538 375 130 68 451 320 989 695
08:00 158 71 119 66
08:15 122 75 144 45
08:30 126 56 152 49
08:45 137 57 543 259 154 72 569 232 1112 491
09:00 127 65 109 47
09:15 117 56 109 42
09:30 146 44 132 49
09:45 112 35 502 200 127 33 477 171 979 371
10:00 143 40 144 33
10:15 118 22 134 29
10:30 124 24 139 30
10:45 137 29 522 115 146 25 563 117 1085 232
11:00 140 20 120 20
11:15 143 23 131 26
11:30 156 27 139 21
11:45 157 20 596 90 136 31 526 98 1122 188
Total 3589 5310 3589 5310 3350 5189 3350 5189 6939 10499 Combined
Total 8899 8899 8539 8539 17438
AM Peak - 11:00 - - - 08:00 - - - - -
Vol. - 596 - - - 569 - - - - -
P.H.F. 0.943 0.924
PM Peak - - 02:30 - - - 03:00 - - - -
Vol. - - 705 - - - 708 - - - -
P.H.F. 0.948 0.947
Percentag
e 40.3% 59.7% 39.2% 60.8%
ADT/AADT ADT 17,438 AADT 17,438
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A126
State Street between Devonshire and Latham
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
126
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Devonshire Ave To: Latham Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 35 MPH
50 Percentile 29 MPH
Existing Posted Speed Limit 30
10 MPH Pace 22-32 MPH
Percent in Pace 73%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.12 Miles
Average Daily Traffic: 16,387
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.68
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Latham Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 2 43 X X 2 From: 12:30
42 0 0 42 0
41 0 3 41 X X X 3 Time
40 0 1 40 X 1 To: 1:10
39 0 0 39 0
38 2 1 38 X X X 3 Existing
37 1 3 37 X X X X 4 Speed Limit: 30 MPH
36 0 0 36 0
35 2 2 35 X X X X 4
34 0 3 34 X X X 3
33 3 1 33 X X X X 4
32 3 3 32 X X X X X X 6 *
31 7 2 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 3 5 30 X X X X X X X X 8 * % Over Pace: 10% 20% 24%
29 4 7 29 X X X X X X X X X X X 11 P
28 2 4 28 X X X X X X 6 A % In Pace: 80% 70% 73%
27 7 6 27 X X X X X X X X X X X X X 13 C
26 5 2 26 X X X X X X X 7 E % Under Pace: 10% 10% 3%
25 4 1 25 X X X X X 5 *
24 2 1 24 X X X 3 * Average Speed: 29 MPH 31 MPH 30 MPH 23 2 3 23 X X X X X 5 *
22 1 0 22 X 1 Pace Speed: 24 - 33MPH 26 - 35MPH 23 - 32MPH 21 1 0 21 X 1
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed:25 MPH 27 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:28 MPH 30 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:33 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Devonshire Avenue - Latham Avenue
24 Hour Directional Volume Count
HEM116
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/26/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 122 27 135
12:15 13 133 13 123
12:30 13 150 17 155
12:45 13 117 56 522 9 136 66 549 122 1071
01:00 5 142 24 124
01:15 11 120 6 133
01:30 13 128 6 141
01:45 8 142 37 532 6 147 42 545 79 1077
02:00 4 125 15 144
02:15 15 141 10 153
02:30 10 140 8 135
02:45 13 133 42 539 8 152 41 584 83 1123
03:00 11 128 8 135
03:15 9 130 15 143
03:30 22 144 9 147
03:45 12 131 54 533 13 165 45 590 99 1123
04:00 30 135 9 190
04:15 15 158 24 180
04:30 36 142 30 199
04:45 32 121 113 556 34 162 97 731 210 1287
05:00 46 159 37 185
05:15 51 125 26 164
05:30 71 109 33 140
05:45 56 121 224 514 51 123 147 612 371 1126
06:00 60 123 58 149
06:15 78 131 55 141
06:30 80 88 57 105
06:45 104 84 322 426 89 107 259 502 581 928
07:00 103 91 84 92
07:15 126 92 95 107
07:30 121 90 100 70
07:45 139 76 489 349 128 83 407 352 896 701
08:00 106 81 109 100
08:15 115 90 128 80
08:30 113 55 132 67
08:45 116 62 450 288 137 74 506 321 956 609
09:00 115 55 132 69
09:15 108 54 121 48
09:30 123 45 109 46
09:45 104 48 450 202 125 32 487 195 937 397
10:00 107 41 165 54
10:15 129 31 143 40
10:30 125 26 144 33
10:45 138 35 499 133 146 25 598 152 1097 285
11:00 132 21 127 29
11:15 120 22 124 25
11:30 106 25 144 22
11:45 148 15 506 83 142 27 537 103 1043 186
Total 3242 4677 3242 4677 3232 5236 3232 5236 6474 9913 Combined
Total 7919 7919 8468 8468 16387
AM Peak - 10:15 - - - 10:00 - - - - -
Vol. - 524 - - - 598 - - - - -
P.H.F. 0.949 0.906
PM Peak - - 04:15 - - - 03:45 - - - -
Vol. - - 580 - - - 734 - - - -
P.H.F. 0.912 0.922
Percentag
e 40.9% 59.1% 38.2% 61.8%
ADT/AADT ADT 16,387 AADT 16,387
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A127
State Street between Latham and Florida
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
127
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Latham Ave To: Florida Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 34 MPH
50 Percentile 27 MPH
Existing Posted Speed Limit 30 NB 25 SB
10 MPH Pace 22-31 MPH
Percent in Pace 75%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.12 Miles
Average Daily Traffic: 14,667
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.99
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Latham Avenue - Florida Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:30
39 1 0 39 X 1
38 1 0 38 X 1 Existing
37 4 1 37 X X X X X 5 Speed Limit: 25 MPH
36 1 2 36 X X X 3
35 1 1 35 X X 2
34 2 3 34 X X X X X 5
33 3 1 33 X X X X 4
32 1 0 32 X 1
31 1 2 31 X X X 3 * Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 20% 16% 22%
29 5 4 29 X X X X X X X X X 9 *
28 5 3 28 X X X X X X X X 8 P % In Pace: 72% 80% 75%
27 5 3 27 X X X X X X X X 8 A
26 5 10 26 X X X X X X X X X X X X X X X 15 C % Under Pace: 8% 4% 3% 25 4 5 25 X X X X X X X X X 9 E
24 3 5 24 X X X X X X X X 8 * Average Speed: 29 MPH 27 MPH 28 MPH 23 3 1 23 X X X X 4 *
22 0 4 22 X X X X 4 * Pace Speed: 24 - 33MPH 22 - 31MPH 22 - 31MPH 21 1 1 21 X X 2
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:28 MPH 26 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 33 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Latham Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM117
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 118 22 135
12:15 8 119 9 121
12:30 9 120 14 138
12:45 11 119 38 476 15 118 60 512 98 988
01:00 4 143 14 121
01:15 9 107 11 124
01:30 8 113 11 124
01:45 8 129 29 492 13 127 49 496 78 988
02:00 5 114 11 130
02:15 8 112 8 144
02:30 11 117 6 130
02:45 12 153 36 496 15 143 40 547 76 1043
03:00 11 125 12 149
03:15 11 147 12 128
03:30 14 119 16 130
03:45 16 130 52 521 10 139 50 546 102 1067
04:00 20 116 14 155
04:15 23 113 9 128
04:30 33 134 23 140
04:45 37 152 113 515 22 146 68 569 181 1084
05:00 32 135 23 145
05:15 51 115 33 111
05:30 44 112 26 132
05:45 70 120 197 482 49 128 131 516 328 998
06:00 57 99 52 127
06:15 67 98 61 113
06:30 77 73 64 115
06:45 90 80 291 350 81 102 258 457 549 807
07:00 95 83 97 91
07:15 122 62 80 87
07:30 114 59 86 69
07:45 141 47 472 251 119 60 382 307 854 558
08:00 108 54 98 58
08:15 123 62 107 55
08:30 95 47 99 51
08:45 133 59 459 222 125 53 429 217 888 439
09:00 122 39 98 57
09:15 114 43 98 53
09:30 112 43 105 51
09:45 122 32 470 157 117 42 418 203 888 360
10:00 112 37 110 41
10:15 98 23 120 18
10:30 109 12 115 35
10:45 109 23 428 95 131 29 476 123 904 218
11:00 124 19 123 21
11:15 113 24 113 27
11:30 129 17 116 22
11:45 138 16 504 76 149 20 501 90 1005 166
Total 3089 4133 3089 4133 2862 4583 2862 4583 5951 8716 Combined
Total 7222 7222 7445 7445 14667
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 504 - - - 501 - - - - -
P.H.F. 0.894 0.841
PM Peak - - 02:45 - - - 04:00 - - - -
Vol. - - 544 - - - 569 - - - -
P.H.F. 0.889 0.918
Percentag
e 42.8% 57.2% 38.4% 61.6%
ADT/AADT ADT 14,667 AADT 14,667
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A128
State Street between Florida and Acacia
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
128
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30
10 MPH Pace 27-36 MPH
Percent in Pace 81%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 12,258
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.97
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density). Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 1:30
42 0 1 42 X 1
41 0 2 41 X X 2 Time
40 0 2 40 X X 2 To: 1:50
39 0 1 39 X 1
38 1 0 38 X 1 Existing
37 0 1 37 X 1 Speed Limit: 30 MPH
36 3 3 36 X X X X X X 6 *
35 2 1 35 X X X 3 *
34 4 4 34 X X X X X X X X 8 *
33 4 3 33 X X X X X X X 7 P
32 4 8 32 X X X X X X X X X X X X 12 A
31 6 3 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 5 6 30 X X X X X X X X X X X 11 E % Over Pace: 2% 16% 9% 29 5 4 29 X X X X X X X X X 9 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 86% 76% 81%
27 6 2 27 X X X X X X X X 8 *
26 3 2 26 X X X X X 5 % Under Pace: 12% 8% 10%
25 1 2 25 X X X 3
24 1 0 24 X 1 Average Speed: 30 MPH 32 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36MPH 27 - 36MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:34 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM118
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 115 14 116
12:15 7 123 5 90
12:30 8 127 13 105
12:45 7 118 26 483 11 95 43 406 69 889
01:00 7 118 7 116
01:15 4 120 12 95
01:30 5 97 4 113
01:45 8 126 24 461 6 106 29 430 53 891
02:00 7 110 7 111
02:15 2 108 3 118
02:30 7 117 4 101
02:45 3 138 19 473 8 116 22 446 41 919
03:00 2 97 11 123
03:15 7 126 10 118
03:30 14 111 8 112
03:45 9 108 32 442 5 125 34 478 66 920
04:00 14 105 8 136
04:15 13 99 9 112
04:30 27 122 15 117
04:45 10 127 64 453 11 115 43 480 107 933
05:00 27 102 29 147
05:15 38 108 17 101
05:30 33 89 20 94
05:45 44 96 142 395 20 92 86 434 228 829
06:00 53 74 33 70
06:15 43 73 40 93
06:30 69 63 39 71
06:45 63 62 228 272 49 64 161 298 389 570
07:00 95 78 79 81
07:15 102 57 65 53
07:30 121 42 81 54
07:45 124 33 442 210 87 46 312 234 754 444
08:00 117 46 85 47
08:15 96 45 86 43
08:30 115 31 71 28
08:45 141 43 469 165 102 31 344 149 813 314
09:00 121 27 77 49
09:15 113 27 74 41
09:30 116 28 96 43
09:45 116 27 466 109 89 27 336 160 802 269
10:00 111 26 91 25
10:15 97 19 94 7
10:30 105 13 92 14
10:45 102 18 415 76 103 22 380 68 795 144
11:00 113 12 110 13
11:15 117 15 112 18
11:30 112 11 111 17
11:45 114 16 456 54 115 13 448 61 904 115
Total 2783 3593 2783 3593 2238 3644 2238 3644 5021 7237 Combined
Total 6376 6376 5882 5882 12258
AM Peak - 08:45 - - - 11:00 - - - - -
Vol. - 491 - - - 448 - - - - -
P.H.F. 0.871 0.974
PM Peak - - 00:15 - - - 03:15 - - - -
Vol. - - 486 - - - 491 - - - -
P.H.F. 0.957 0.903
Percentag
e 43.6% 56.4% 38.0% 62.0%
ADT/AADT ADT 12,258 AADT 12,258
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A129
State Street between Acacia and Central
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
129
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Acacia Ave To: Central Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30
10 MPH Pace 27-36 MPH
Percent in Pace 73%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.13 Miles
Average Daily Traffic: 12,407
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.34
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia Avenue - Central Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:50
42 0 1 42 X 1
41 0 0 41 0 Time
40 0 0 40 0 To: 2:10
39 0 1 39 X 1
38 0 3 38 X X X 3 Existing
37 1 2 37 X X X 3 Speed Limit: 30 MPH
36 3 2 36 X X X X X 5 *
35 2 3 35 X X X X X 5 *
34 1 2 34 X X X 3 *
33 2 5 33 X X X X X X X 7 P
32 5 8 32 X X X X X X X X X X X X X 13 A
31 3 7 31 X X X X X X X X X X 10 C Northbound Southbound Combined Statistics 30 3 3 30 X X X X X X 6 E % Over Pace: 14% 14% 8%
29 4 1 29 X X X X X 5 *
28 7 4 28 X X X X X X X X X X X 11 * % In Pace: 74% 76% 73% 27 5 3 27 X X X X X X X X 8 *
26 2 2 26 X X X X 4 % Under Pace: 12% 10% 19%
25 2 2 25 X X X X 4
24 4 1 24 X X X X X 5 Average Speed: 28 MPH 32 MPH 30 MPH 23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 24 - 33MPH 27 - 36MPH 27 - 36MPH 21 2 0 21 X X 2
20 1 0 20 X 1
19 1 0 19 X 1 15th Percentile / Critical Speed:24 MPH 27 MPH 25 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed:28 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:33 MPH 36 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Acacia Avenue - Central Avenue
24 Hour Directional Volume Count
HEM119
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 130 12 117
12:15 7 138 6 104
12:30 7 116 13 98
12:45 8 118 28 502 11 103 42 422 70 924
01:00 6 121 7 111
01:15 3 120 9 93
01:30 5 112 8 116
01:45 10 117 24 470 7 99 31 419 55 889
02:00 3 107 6 100
02:15 5 104 3 108
02:30 8 113 3 95
02:45 3 136 19 460 7 116 19 419 38 879
03:00 3 99 11 132
03:15 6 117 8 105
03:30 12 124 7 110
03:45 6 112 27 452 7 121 33 468 60 920
04:00 12 105 8 143
04:15 13 101 6 130
04:30 23 129 17 103
04:45 11 127 59 462 13 115 44 491 103 953
05:00 19 117 27 132
05:15 39 108 20 112
05:30 31 92 20 92
05:45 46 102 135 419 25 101 92 437 227 856
06:00 49 90 30 94
06:15 37 80 45 94
06:30 59 83 36 86
06:45 75 66 220 319 53 72 164 346 384 665
07:00 88 75 81 85
07:15 105 59 72 57
07:30 108 56 91 65
07:45 124 34 425 224 85 54 329 261 754 485
08:00 96 57 95 50
08:15 92 44 80 54
08:30 98 34 81 31
08:45 114 38 400 173 96 38 352 173 752 346
09:00 118 41 91 45
09:15 116 22 85 33
09:30 109 28 103 47
09:45 115 23 458 114 85 27 364 152 822 266
10:00 100 20 104 34
10:15 91 23 103 6
10:30 110 13 91 12
10:45 100 15 401 71 87 14 385 66 786 137
11:00 115 16 120 16
11:15 109 13 114 19
11:30 119 15 109 13
11:45 122 14 465 58 105 17 448 65 913 123
Total 2661 3724 2661 3724 2303 3719 2303 3719 4964 7443 Combined
Total 6385 6385 6022 6022 12407
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 465 - - - 448 - - - - -
P.H.F. 0.953 0.933
PM Peak - - 12:00 - - - 03:30 - - - -
Vol. - - 502 - - - 504 - - - -
P.H.F. 0.909 0.881
Percentag
e 41.7% 58.3% 38.2% 61.8%
ADT/AADT ADT 12,407 AADT 12,407
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A130
State Street between Central and Whittier
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
130
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Central Ave To: Whittier Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 36 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30
10 MPH Pace 29-38 MPH
Percent in Pace 86%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.37 Miles
Average Daily Traffic: 11,602
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.26
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Central Avenue - Whittier Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:10
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 2:30
39 2 1 39 X X X 3
38 4 2 38 X X X X X X 6 * Existing
37 2 3 37 X X X X X 5 * Speed Limit: 30 MPH
36 2 2 36 X X X X 4 *
35 6 3 35 X X X X X X X X X 9 P
34 6 8 34 X X X X X X X X X X X X X X 14 A
33 5 6 33 X X X X X X X X X X X 11 C
32 4 8 32 X X X X X X X X X X X X 12 E
31 5 8 31 X X X X X X X X X X X X X 13 * Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 6% 6% 4%
29 3 2 29 X X X X X 5 *
28 2 3 28 X X X X X 5 % In Pace: 82% 92% 86%
27 2 0 27 X X 2
26 2 1 26 X X X 3 % Under Pace: 12% 2% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 28 - 37MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 30 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Central Avenue - Whittier Avenue
24 Hour Directional Volume Count
HEM120
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 124 7 121
12:15 5 108 6 94
12:30 5 112 11 100
12:45 8 108 23 452 10 101 34 416 57 868
01:00 3 112 5 97
01:15 4 104 9 91
01:30 8 90 5 89
01:45 9 110 24 416 6 80 25 357 49 773
02:00 4 99 6 99
02:15 3 95 2 107
02:30 9 104 5 96
02:45 4 118 20 416 8 118 21 420 41 836
03:00 1 100 8 125
03:15 6 117 7 98
03:30 6 99 7 115
03:45 8 99 21 415 7 101 29 439 50 854
04:00 8 98 8 118
04:15 4 100 7 115
04:30 21 117 18 98
04:45 6 109 39 424 17 106 50 437 89 861
05:00 18 99 26 132
05:15 34 96 21 107
05:30 33 96 24 89
05:45 40 95 125 386 31 96 102 424 227 810
06:00 37 89 35 85
06:15 41 77 48 100
06:30 64 80 42 77
06:45 67 70 209 316 67 64 192 326 401 642
07:00 80 64 106 75
07:15 98 57 99 42
07:30 109 54 106 53
07:45 109 44 396 219 87 48 398 218 794 437
08:00 91 51 87 45
08:15 73 40 83 41
08:30 99 35 77 32
08:45 119 42 382 168 95 38 342 156 724 324
09:00 85 27 75 38
09:15 98 20 85 30
09:30 96 30 92 41
09:45 115 20 394 97 80 21 332 130 726 227
10:00 94 21 89 35
10:15 88 21 100 6
10:30 95 12 87 12
10:45 90 16 367 70 87 12 363 65 730 135
11:00 111 16 96 13
11:15 81 12 121 21
11:30 118 12 98 14
11:45 107 13 417 53 101 13 416 61 833 114
Total 2417 3432 2417 3432 2304 3449 2304 3449 4721 6881 Combined
Total 5849 5849 5753 5753 11602
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 417 - - - 416 - - - - -
P.H.F. 0.876 0.860
PM Peak - - 12:00 - - - 02:45 - - - -
Vol. - - 452 - - - 456 - - - -
P.H.F. 0.911 0.912
Percentag
e 41.3% 58.7% 40.0% 60.0%
ADT/AADT ADT 11,602 AADT 11,602
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A131
State Street between Whittier and Johnston
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
131
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Whittier Ave To: Johnston Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 39 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 35
10 MPH Pace 28-37 MPH
Percent in Pace 75%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 12,057
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.21
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Whittier Avenue - Johnston Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 1 0 47 X 1 Date:
46 0 0 46 0
45 1 0 45 X 1
44 2 1 44 X X X 3 Time
43 0 0 43 0 From: 2:30
42 2 1 42 X X X 3
41 2 1 41 X X X 3 Time
40 1 3 40 X X X X 4 To: 2:50
39 3 0 39 X X X 3
38 2 2 38 X X X X 4 Existing
37 1 3 37 X X X X 4 * Speed Limit: 35 MPH
36 6 0 36 X X X X X X 6 *
35 4 5 35 X X X X X X X X X 9 *
34 3 5 34 X X X X X X X X 8 P
33 3 4 33 X X X X X X X 7 A
32 4 9 32 X X X X X X X X X X X X X 13 C
31 4 6 31 X X X X X X X X X X 10 E Northbound Southbound Combined Statistics 30 6 1 30 X X X X X X X 7 * % Over Pace: 18% 16% 22%
29 3 0 29 X X X 3 *
28 2 6 28 X X X X X X X X 8 * % In Pace: 72% 78% 75%
27 0 2 27 X X 2
26 0 1 26 X 1 % Under Pace: 10% 6% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 33 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 28 - 37MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 28 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:41 MPH 38 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Whittier Avenue - Johnston Avenue
24 Hour Directional Volume Count
HEM121
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 103 8 131
12:15 8 102 8 117
12:30 7 115 9 107
12:45 5 114 27 434 10 113 35 468 62 902
01:00 3 99 5 110
01:15 5 98 5 101
01:30 7 100 5 103
01:45 7 124 22 421 6 99 21 413 43 834
02:00 5 96 5 111
02:15 3 103 2 126
02:30 9 116 3 106
02:45 2 116 19 431 7 120 17 463 36 894
03:00 1 109 9 128
03:15 6 115 9 102
03:30 5 107 10 122
03:45 9 107 21 438 13 94 41 446 62 884
04:00 7 106 12 120
04:15 2 118 10 107
04:30 20 115 21 103
04:45 6 120 35 459 21 114 64 444 99 903
05:00 17 105 26 143
05:15 31 99 26 105
05:30 28 111 29 88
05:45 29 130 105 445 35 102 116 438 221 883
06:00 35 107 40 82
06:15 35 92 57 104
06:30 65 79 45 67
06:45 88 81 223 359 54 58 196 311 419 670
07:00 105 87 71 77
07:15 94 44 85 72
07:30 120 56 102 62
07:45 93 47 412 234 100 52 358 263 770 497
08:00 94 45 96 46
08:15 79 37 87 37
08:30 110 39 90 28
08:45 115 42 398 163 97 41 370 152 768 315
09:00 96 28 85 35
09:15 96 17 98 25
09:30 100 28 110 35
09:45 112 21 404 94 81 23 374 118 778 212
10:00 96 21 94 25
10:15 92 24 106 8
10:30 83 12 95 15
10:45 110 15 381 72 81 13 376 61 757 133
11:00 93 16 101 11
11:15 91 10 115 16
11:30 100 13 95 11
11:45 112 11 396 50 111 9 422 47 818 97
Total 2443 3600 2443 3600 2390 3624 2390 3624 4833 7224 Combined
Total 6043 6043 6014 6014 12057
AM Peak - 08:30 - - - 11:00 - - - - -
Vol. - 417 - - - 422 - - - - -
P.H.F. 0.869 0.917
PM Peak - - 04:00 - - - 02:15 - - - -
Vol. - - 459 - - - 480 - - - -
P.H.F. 0.956 0.938
Percentag
e 40.4% 59.6% 39.7% 60.3%
ADT/AADT ADT 12,057 AADT 12,057
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A132
State Street between Johnston and Stetson
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
132
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Johnston Ave To: Stetson Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 38 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 35
10 MPH Pace 28-37 MPH
Percent in Pace 76%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 14,373
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.76
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Johnston Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 2 0 42 X X 2
41 3 2 41 X X X X X 5 Time
40 3 0 40 X X X 3 To: 3:10
39 4 0 39 X X X X 4
38 1 1 38 X X 2 Existing
37 1 5 37 X X X X X X 6 * Speed Limit: 35 MPH
36 4 5 36 X X X X X X X X X 9 *
35 2 2 35 X X X X 4 *
34 2 6 34 X X X X X X X X 8 P
33 3 5 33 X X X X X X X X 8 A
32 3 7 32 X X X X X X X X X X 10 C
31 8 7 31 X X X X X X X X X X X X X X X 15 E Northbound Southbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 28% 4% 16%
29 4 3 29 X X X X X X X 7 *
28 2 1 28 X X X 3 * % In Pace: 70% 86% 76%
27 3 3 27 X X X X X X 6
26 0 0 26 0 % Under Pace: 2% 10% 8%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 34 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36MPH 29 - 38MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Johnston Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM122
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 118 8 118
12:15 12 137 10 119
12:30 8 150 6 122
12:45 8 152 40 557 9 109 33 468 73 1025
01:00 6 135 8 116
01:15 8 127 8 96
01:30 7 146 2 113
01:45 7 153 28 561 3 108 21 433 49 994
02:00 5 131 6 105
02:15 4 133 3 113
02:30 7 175 2 123
02:45 6 171 22 610 6 123 17 464 39 1074
03:00 1 172 6 130
03:15 4 160 10 104
03:30 7 150 11 116
03:45 9 154 21 636 10 109 37 459 58 1095
04:00 4 153 18 113
04:15 2 160 15 130
04:30 16 173 23 103
04:45 5 149 27 635 23 107 79 453 106 1088
05:00 19 165 27 135
05:15 32 144 39 133
05:30 28 174 32 84
05:45 34 184 113 667 39 113 137 465 250 1132
06:00 33 143 49 107
06:15 37 130 55 78
06:30 72 117 68 85
06:45 113 107 255 497 65 64 237 334 492 831
07:00 106 121 92 79
07:15 113 70 91 73
07:30 137 82 108 56
07:45 137 70 493 343 115 59 406 267 899 610
08:00 115 60 103 58
08:15 102 52 82 45
08:30 136 47 105 35
08:45 147 63 500 222 107 45 397 183 897 405
09:00 123 43 105 35
09:15 121 36 107 24
09:30 128 28 111 28
09:45 144 42 516 149 91 26 414 113 930 262
10:00 124 30 75 33
10:15 118 26 99 10
10:30 120 24 86 11
10:45 135 21 497 101 90 12 350 66 847 167
11:00 129 18 88 9
11:15 126 13 122 23
11:30 133 18 107 17
11:45 125 18 513 67 94 10 411 59 924 126
Total 3025 5045 3025 5045 2539 3764 2539 3764 5564 8809 Combined
Total 8070 8070 6303 6303 14373
AM Peak - 08:30 - - - 08:45 - - - - -
Vol. - 527 - - - 430 - - - - -
P.H.F. 0.896 0.968
PM Peak - - 02:30 - - - 02:15 - - - -
Vol. - - 678 - - - 489 - - - -
P.H.F. 0.969 0.940
Percentag
e 37.5% 62.5% 40.3% 59.7%
ADT/AADT ADT 14,373 AADT 14,373
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A133
State Street between Stetson and Thornton
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
133
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Stetson Ave To: Thornton Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 41 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35
10 MPH Pace 32-41 MPH
Percent in Pace 79%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 19,022
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.15
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th - percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Stetson Avenue - Thornton Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 0 46 X 1
45 2 1 45 X X X 3
44 1 1 44 X X 2 Time
43 1 1 43 X X 2 From: 3:10
42 2 2 42 X X X X 4
41 3 5 41 X X X X X X X X 8 * Time
40 1 3 40 X X X X 4 * To: 3:30
39 2 5 39 X X X X X X X 7 *
38 7 5 38 X X X X X X X X X X X X 12 P Existing
37 3 4 37 X X X X X X X 7 A Speed Limit: 35 MPH
36 8 8 36 X X X X X X X X X X X X X X X X 16 C
35 4 0 35 X X X X 4 E
34 6 3 34 X X X X X X X X X 9 *
33 0 6 33 X X X X X X 6 *
32 3 3 32 X X X X X X 6 *
31 3 2 31 X X X X X 5 Northbound Southbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 8% 10% 12%
29 0 1 29 X 1
28 1 0 28 X 1 % In Pace: 74% 84% 79%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 18% 6% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 37 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 34 - 43MPH 32 - 41MPH 32 - 41MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:32 MPH 33 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 37 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ Stetson Avenue - Thornton Avenue
24 Hour Directional Volume Count
HEM123
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/26/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 20 140 14 132
12:15 19 161 17 134
12:30 14 153 12 126
12:45 21 134 74 588 11 134 54 526 128 1114
01:00 8 127 10 166
01:15 9 145 4 128
01:30 15 179 8 131
01:45 11 164 43 615 2 142 24 567 67 1182
02:00 10 168 8 162
02:15 13 215 8 143
02:30 6 217 8 147
02:45 8 181 37 781 12 147 36 599 73 1380
03:00 10 183 14 148
03:15 4 203 16 144
03:30 11 194 18 152
03:45 8 214 33 794 17 145 65 589 98 1383
04:00 12 220 38 145
04:15 15 210 44 159
04:30 16 232 46 165
04:45 13 218 56 880 50 143 178 612 234 1492
05:00 23 209 46 174
05:15 46 162 74 176
05:30 53 209 61 136
05:45 51 186 173 766 77 138 258 624 431 1390
06:00 62 177 84 148
06:15 77 160 96 119
06:30 119 144 108 121
06:45 132 138 390 619 124 109 412 497 802 1116
07:00 146 120 137 97
07:15 155 156 145 105
07:30 175 118 145 69
07:45 172 111 648 505 147 89 574 360 1222 865
08:00 146 111 130 76
08:15 129 126 142 73
08:30 188 85 118 55
08:45 196 87 659 409 130 58 520 262 1179 671
09:00 161 77 140 47
09:15 148 77 112 58
09:30 148 70 113 41
09:45 136 74 593 298 109 32 474 178 1067 476
10:00 151 56 102 40
10:15 146 60 107 26
10:30 141 41 106 22
10:45 156 41 594 198 114 24 429 112 1023 310
11:00 155 32 129 27
11:15 149 31 134 21
11:30 151 35 120 19
11:45 140 22 595 120 139 15 522 82 1117 202
Total 3895 6573 3895 6573 3546 5008 3546 5008 7441 11581 Combined
Total 10468 10468 8554 8554 19022
AM Peak - 08:30 - - - 07:00 - - - - -
Vol. - 693 - - - 574 - - - - -
P.H.F. 0.884 0.976
PM Peak - - 04:00 - - - 04:30 - - - -
Vol. - - 880 - - - 658 - - - -
P.H.F. 0.948 0.935
Percentag
e 37.2% 62.8% 41.5% 58.5%
ADT/AADT ADT 19,022 AADT 19,022
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A134
State Street between Thornton and Rocking A Ranch Rd
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
134
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Thornton Ave To: Rocking A Ranch Rd
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 52 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 40 MPH NB / 45 MPH SB
10 MPH Pace 41-50 MPH
Percent in Pace 64%
Street Classification: Divided Secondary
Length of Street Segment: 0.70 Miles
Average Daily Traffic: 18,847
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.76
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 3700' S/ Thornton Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 3 57 X X X 3 Date:
56 1 1 56 X X 2
55 2 2 55 X X X X 4
54 0 1 54 X 1 Time
53 2 2 53 X X X X 4 From: 3:30
52 0 2 52 X X 2
51 0 1 51 X 1 Time
50 4 2 50 X X X X X X 6 * To: 3:50
49 5 3 49 X X X X X X X X 8 *
48 7 4 48 X X X X X X X X X X X 11 * Existing
47 4 4 47 X X X X X X X X 8 P Speed Limit: 40 MPH
46 3 4 46 X X X X X X X 7 A
45 1 3 45 X X X X 4 C
44 3 4 44 X X X X X X X 7 E
43 2 2 43 X X X X 4 *
42 0 3 42 X X X 3 *
41 5 1 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 3 1 40 X X X X 4 % Over Pace: 10% 22% 17%
39 1 1 39 X X 2
38 0 1 38 X 1 % In Pace: 68% 60% 64%
37 4 1 37 X X X X X 5
36 0 3 36 X X X 3 % Under Pace: 22% 18% 19%
35 1 0 35 X 1
34 1 0 34 X 1 Average Speed: 45 MPH 46 MPH 46 MPH
33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 41 - 50MPH 42 - 51MPH 41 - 50MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 40 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:46 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 53 MPH 52 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
State Street
B/ 3700 LF South of Thornton Avenue - Thornton Avenue
24 Hour Directional Volume Count
HEM124
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 29 130 16 127
12:15 16 155 14 119
12:30 15 112 10 105
12:45 16 137 76 534 8 111 48 462 124 996
01:00 12 125 10 114
01:15 6 172 5 134
01:30 15 144 4 117
01:45 10 148 43 589 5 118 24 483 67 1072
02:00 9 174 7 131
02:15 14 174 6 137
02:30 11 195 6 159
02:45 3 219 37 762 10 163 29 590 66 1352
03:00 5 207 17 154
03:15 5 186 22 181
03:30 9 232 19 161
03:45 10 294 29 919 24 195 82 691 111 1610
04:00 16 257 32 150
04:15 12 203 51 162
04:30 13 213 42 167
04:45 22 211 63 884 53 153 178 632 241 1516
05:00 23 214 54 148
05:15 26 230 71 176
05:30 50 187 60 131
05:45 49 262 148 893 67 136 252 591 400 1484
06:00 65 194 92 129
06:15 80 179 116 117
06:30 114 173 108 103
06:45 178 153 437 699 131 90 447 439 884 1138
07:00 147 135 153 73
07:15 175 135 147 83
07:30 199 127 135 62
07:45 198 103 719 500 167 68 602 286 1321 786
08:00 188 102 169 54
08:15 201 87 178 55
08:30 227 76 129 41
08:45 212 92 828 357 131 51 607 201 1435 558
09:00 170 70 125 51
09:15 114 72 113 48
09:30 136 70 93 34
09:45 112 54 532 266 107 27 438 160 970 426
10:00 112 52 101 26
10:15 97 50 107 21
10:30 125 52 86 27
10:45 103 43 437 197 99 28 393 102 830 299
11:00 128 26 122 22
11:15 91 35 123 24
11:30 140 34 100 21
11:45 127 35 486 130 119 14 464 81 950 211
Total 3835 6730 3835 6730 3564 4718 3564 4718 7399 11448 Combined
Total 10565 10565 8282 8282 18847
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 828 - - - 649 - - - - -
P.H.F. 0.912 0.912
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 986 - - - 691 - - - -
P.H.F. 0.838 0.886
Percentag
e 36.3% 63.7% 43.0% 57.0%
ADT/AADT ADT 18,847 AADT 18,847
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A135
State Street between Rocking A Ranch Rd and Domenigoni
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
135
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Rocking A Ranch Rd To: Domenigoni Pkwy
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 60 MPH
50 Percentile 57 MPH
Existing Posted Speed Limit 50
10 MPH Pace 52-61 MPH
Percent in Pace 67%
Street Classification: Divided Secondary
Length of Street Segment: 0.86 Miles
Average Daily Traffic: 22,803
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.14
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th - percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 55 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 55 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: 4600' N/ Domenigoni Parkway
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 1 0 69 X 1
68 2 0 68 X X 2
67 0 0 67 0 Date:
66 0 1 66 X 1
65 1 0 65 X 1
64 0 1 64 X 1 Time
63 0 0 63 0 From: 3:20
62 1 1 62 X X 2
61 4 3 61 X X X X X X X 7 * Time
60 2 3 60 X X X X X 5 * To: 3:40
59 9 4 59 X X X X X X X X X X X X X 13 *
58 5 4 58 X X X X X X X X X 9 P Existing
57 4 6 57 X X X X X X X X X X 10 A Speed Limit: 50 MPH
56 2 6 56 X X X X X X X X 8 C
55 4 2 55 X X X X X X 6 E
54 4 1 54 X X X X X 5 *
53 1 0 53 X 1 *
52 1 2 52 X X X 3 *
51 3 2 51 X X X X X 5 Northbound Southbound Combined Statistics 50 2 2 50 X X X X 4 % Over Pace: 8% 6% 8%
49 3 1 49 X X X X 4
48 1 6 48 X X X X X X X 7 % In Pace: 72% 62% 67%
47 0 2 47 X X 2
46 0 2 46 X X 2 % Under Pace: 20% 32% 25%
45 0 0 45 0
44 0 1 44 X 1 Average Speed: 57 MPH 55 MPH 56 MPH
43 0 0 43 0
42 0 0 42 0 Pace Speed: 53 - 62MPH 52 - 61MPH 52 - 61MPH 41 0 0 41 0
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed:51 MPH 48 MPH 49 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:57 MPH 56 MPH 57 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:61 MPH 60 MPH 60 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/28/23
21.B
City of Hemet
State Street
B/ 4600 LF N/O Domenigoni Parkway - Domenigoni Parkway
24 Hour Directional Volume Count
HEM125
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 30 139 11 147
12:15 18 155 10 142
12:30 19 134 8 121
12:45 17 144 84 572 8 125 37 535 121 1107
01:00 12 149 6 141
01:15 7 173 7 151
01:30 19 161 5 139
01:45 17 160 55 643 2 128 20 559 75 1202
02:00 11 181 6 143
02:15 15 179 8 186
02:30 12 225 11 210
02:45 4 252 42 837 8 221 33 760 75 1597
03:00 6 226 21 203
03:15 6 234 31 241
03:30 5 293 47 192
03:45 6 330 23 1083 37 272 136 908 159 1991
04:00 15 242 62 245
04:15 11 268 91 220
04:30 12 258 84 217
04:45 15 272 53 1040 104 189 341 871 394 1911
05:00 21 249 97 187
05:15 21 279 119 205
05:30 48 272 117 169
05:45 53 281 143 1081 129 161 462 722 605 1803
06:00 62 231 175 151
06:15 82 223 186 142
06:30 120 195 187 131
06:45 226 185 490 834 212 93 760 517 1250 1351
07:00 183 156 228 83
07:15 197 168 249 76
07:30 219 130 218 82
07:45 191 117 790 571 222 85 917 326 1707 897
08:00 238 137 246 54
08:15 241 97 252 55
08:30 253 101 206 36
08:45 185 111 917 446 182 66 886 211 1803 657
09:00 135 86 187 54
09:15 135 82 161 51
09:30 130 88 123 35
09:45 126 69 526 325 128 22 599 162 1125 487
10:00 119 53 150 24
10:15 91 54 137 21
10:30 133 54 118 26
10:45 119 48 462 209 111 22 516 93 978 302
11:00 131 29 132 13
11:15 98 37 136 21
11:30 143 25 114 18
11:45 129 38 501 129 129 13 511 65 1012 194
Total 4086 7770 4086 7770 5218 5729 5218 5729 9304 13499 Combined
Total 11856 11856 10947 10947 22803
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 923 - - - 938 - - - - -
P.H.F. 0.912 0.931
PM Peak - - 03:30 - - - 03:45 - - - -
Vol. - - 1133 - - - 954 - - - -
P.H.F. 0.858 0.877
Percentag
e 34.5% 65.5% 47.7% 52.3%
ADT/AADT ADT 22,803 AADT 22,803
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A136
State Street between Domenigoni and Newport
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
136
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: State St
From: Domenigoni Pkwy To: Newport Rd
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 59 MPH
50 Percentile 52 MPH
Existing Posted Speed Limit 55
10 MPH Pace 46-55 MPH
Percent in Pace 66%
Street Classification: Divided Secondary
Length of Street Segment: 1.19 Miles
Average Daily Traffic: 6,994
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.66
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 55 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 55 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: State Street
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Domenigoni Parkway - Newport Road
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 2 0 65 X X 2
64 0 0 64 0 Time
63 0 0 63 0 From: 3:40
62 1 1 62 X X 2
61 2 4 61 X X X X X X 6 Time
60 3 0 60 X X X 3 To: 4:00
59 3 0 59 X X X 3
58 3 3 58 X X X X X X 6 Existing
57 1 0 57 X 1 Speed Limit: 55 MPH
56 0 1 56 X 1
55 3 2 55 X X X X X 5 *
54 3 3 54 X X X X X X 6 *
53 3 3 53 X X X X X X 6 *
52 5 5 52 X X X X X X X X X X 10 P
51 3 2 51 X X X X X 5 A Northbound Southbound Combined Statistics 50 2 7 50 X X X X X X X X X 9 C % Over Pace: 30% 18% 24% 49 3 4 49 X X X X X X X 7 E
48 5 2 48 X X X X X X X 7 * % In Pace: 62% 70% 66%
47 2 5 47 X X X X X X X 7 *
46 2 2 46 X X X X 4 * % Under Pace: 8% 12% 10%
45 2 2 45 X X X X 4
44 1 0 44 X 1 Average Speed: 53 MPH 51 MPH 52 MPH
43 1 0 43 X 1
42 0 1 42 X 1 Pace Speed: 46 - 55MPH 46 - 55MPH 46 - 55MPH 41 0 2 41 X X 2
40 0 1 40 X 1
39 0 0 39 0 15th Percentile / Critical Speed:47 MPH 46 MPH 47 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:52 MPH 50 MPH 52 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:60 MPH 58 MPH 59 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/28/23
21.B
City of Hemet
State Street
B/ Domenigoni Parkway - Newport Road
24 Hour Directional Volume Count
HEM126
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 32 9 64
12:15 0 27 9 78
12:30 1 26 9 63
12:45 3 39 9 124 9 87 36 292 45 416
01:00 2 32 4 54
01:15 1 33 9 85
01:30 2 30 5 55
01:45 0 43 5 138 5 63 23 257 28 395
02:00 1 31 4 48
02:15 0 29 10 87
02:30 0 44 7 89
02:45 0 36 1 140 5 102 26 326 27 466
03:00 1 45 3 97
03:15 2 31 4 108
03:30 0 42 2 106
03:45 2 43 5 161 3 131 12 442 17 603
04:00 1 40 3 128
04:15 4 30 6 121
04:30 2 40 6 103
04:45 4 42 11 152 11 104 26 456 37 608
05:00 8 40 19 99
05:15 6 49 15 118
05:30 8 52 14 118
05:45 7 40 29 181 16 104 64 439 93 620
06:00 6 40 34 102
06:15 17 25 37 95
06:30 26 40 44 93
06:45 39 24 88 129 42 79 157 369 245 498
07:00 60 23 68 80
07:15 35 26 83 76
07:30 27 15 93 57
07:45 28 8 150 72 84 77 328 290 478 362
08:00 41 16 68 55
08:15 39 10 83 61
08:30 30 8 74 39
08:45 25 11 135 45 74 42 299 197 434 242
09:00 34 12 63 52
09:15 34 3 56 41
09:30 14 9 43 43
09:45 24 5 106 29 61 37 223 173 329 202
10:00 22 7 68 30
10:15 24 10 56 27
10:30 20 3 44 30
10:45 22 5 88 25 62 13 230 100 318 125
11:00 22 2 63 19
11:15 23 3 59 20
11:30 21 3 67 9
11:45 29 2 95 10 56 8 245 56 340 66
Total 722 1206 722 1206 1669 3397 1669 3397 2391 4603
Combined
Total 1928 1928 5066 5066 6994
AM Peak - 06:45 - - - 07:00 - - - - -
Vol. - 161 - - - 328 - - - - -
P.H.F. 0.671 0.882
PM Peak - - 04:45 - - - 03:30 - - - -
Vol. - - 183 - - - 486 - - - -
P.H.F. 0.880 0.927
Percentag
e 37.4% 62.6% 32.9% 67.1%
ADT/AADT ADT 6,994 AADT 6,994
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A137
Stetson Avenue between Warren and Cawston
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
137
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Stetson Ave
From: Warren Rd To: Cawston Ave
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 55 MPH
50 Percentile 50 MPH
Existing Posted Speed Limit 50
10 MPH Pace 44-53 MPH
Percent in Pace 67%
Street Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 9,625
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.38
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and dete rmined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appr opriate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Stetson Avenue
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Warren Road - Cawston Avenue
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 2 1 63 X X X 3 From: 1:20
62 0 0 62 0
61 1 1 61 X X 2 Time
60 1 1 60 X X 2 To: 1:40
59 0 0 59 0
58 1 0 58 X 1 Existing
57 0 1 57 X 1 Speed Limit: 50 MPH
56 5 1 56 X X X X X X 6
55 0 3 55 X X X 3
54 4 2 54 X X X X X X 6
53 4 1 53 X X X X X 5 *
52 3 3 52 X X X X X X 6 *
51 4 3 51 X X X X X X X 7 * Eastbound Westbound Combined Statistics 50 8 3 50 X X X X X X X X X X X 11 P % Over Pace: 10% 28% 24% 49 3 6 49 X X X X X X X X X 9 A
48 1 4 48 X X X X X 5 C % In Pace: 72% 68% 67%
47 4 3 47 X X X X X X X 7 E
46 3 3 46 X X X X X X 6 * % Under Pace: 18% 4% 9%
45 2 2 45 X X X X 4 *
44 2 5 44 X X X X X X X 7 * Average Speed: 51 MPH 49 MPH 50 MPH 43 2 1 43 X X X 3
42 0 4 42 X X X X 4 Pace Speed: 47 - 56MPH 42 - 51MPH 44 - 53MPH 41 0 0 41 0
40 0 1 40 X 1
39 0 1 39 X 1 15th Percentile / Critical Speed:46 MPH 44 MPH 44 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed:50 MPH 49 MPH 50 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed:56 MPH 55 MPH 55 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/14/23
21.B
City of Hemet
Stetson Avenue
B/ Warren Road - Cawston Avenue
24 Hour Directional Volume Count
HEM127
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 73 9 74
12:15 9 70 6 76
12:30 7 72 4 89
12:45 3 85 29 300 3 50 22 289 51 589
01:00 4 65 3 90
01:15 2 82 3 73
01:30 4 73 6 90
01:45 1 80 11 300 1 71 13 324 24 624
02:00 4 90 9 69
02:15 8 66 3 82
02:30 2 84 6 91
02:45 5 103 19 343 11 87 29 329 48 672
03:00 5 93 27 97
03:15 2 78 11 94
03:30 7 93 19 92
03:45 9 80 23 344 17 79 74 362 97 706
04:00 13 86 51 87
04:15 7 105 43 93
04:30 8 98 47 63
04:45 16 90 44 379 48 86 189 329 233 708
05:00 13 91 62 116
05:15 27 104 60 96
05:30 27 75 52 76
05:45 35 107 102 377 74 77 248 365 350 742
06:00 36 92 65 66
06:15 35 94 65 64
06:30 46 53 90 50
06:45 54 42 171 281 84 47 304 227 475 508
07:00 58 51 75 56
07:15 78 37 119 32
07:30 75 43 87 33
07:45 66 27 277 158 87 38 368 159 645 317
08:00 76 45 91 44
08:15 59 27 69 28
08:30 74 35 63 23
08:45 61 27 270 134 68 19 291 114 561 248
09:00 60 25 71 26
09:15 45 25 80 27
09:30 80 21 77 24
09:45 58 29 243 100 72 24 300 101 543 201
10:00 60 23 65 21
10:15 56 16 71 19
10:30 67 19 70 16
10:45 56 20 239 78 56 13 262 69 501 147
11:00 77 13 75 9
11:15 57 13 74 5
11:30 67 14 73 10
11:45 60 12 261 52 70 6 292 30 553 82
Total 1689 2846 1689 2846 2392 2698 2392 2698 4081 5544 Combined
Total 4535 4535 5090 5090 9625
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 295 - - - 384 - - - - -
P.H.F. 0.946 0.807
PM Peak - - 04:15 - - - 04:45 - - - -
Vol. - - 384 - - - 374 - - - -
P.H.F. 0.914 0.806
Percentag
e 37.2% 62.8% 47.0% 53.0%
ADT/AADT ADT 9,625 AADT 9,625
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A138
Stetson Avenue between Cawston and Sanderson
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
138
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Stetson Ave
From: Cawston Ave To: Sanderson Ave
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 49 MPH
50 Percentile 45 MPH
Existing Posted Speed Limit 50
10 MPH Pace 40-49 MPH
Percent in Pace 69%
Street Classification: Arterial
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 13,322
Total Accidents: 9
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.24
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Stetson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Cawston Avenue - Sanderson Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 1 56 X 1
55 0 1 55 X 1
54 0 0 54 0 Time
53 0 1 53 X 1 From: 1:40
52 1 3 52 X X X X 4
51 4 1 51 X X X X X 5 Time
50 2 1 50 X X X 3 To: 2:00
49 4 1 49 X X X X X 5 *
48 5 4 48 X X X X X X X X X 9 * Existing
47 4 4 47 X X X X X X X X 8 * Speed Limit: 50 MPH
46 2 5 46 X X X X X X X 7 P
45 5 6 45 X X X X X X X X X X X 11 A
44 3 3 44 X X X X X X 6 C
43 1 1 43 X X 2 E
42 3 4 42 X X X X X X X 7 *
41 4 3 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 3 40 X X X X X X X 7 * % Over Pace: 14% 18% 15%
39 2 3 39 X X X X X 5
38 0 1 38 X 1 % In Pace: 70% 72% 69%
37 3 1 37 X X X X 4
36 0 3 36 X X X 3 % Under Pace: 16% 10% 16%
35 2 0 35 X X 2
34 1 0 34 X 1 Average Speed: 44 MPH 45 MPH 45 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49MPH 39 - 48MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 45 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:49 MPH 50 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/14/23
21.B
City of Hemet
Stetson Avenue
B/ Cawston Avenue - Sanderson Avenue
24 Hour Directional Volume Count
HEM128
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 130 12 110
12:15 7 140 10 109
12:30 6 93 10 125
12:45 7 96 31 459 6 129 38 473 69 932
01:00 1 110 6 118
01:15 6 111 5 130
01:30 3 121 6 119
01:45 3 90 13 432 1 108 18 475 31 907
02:00 1 153 4 85
02:15 7 114 6 118
02:30 4 134 7 155
02:45 5 126 17 527 11 124 28 482 45 1009
03:00 3 153 14 131
03:15 1 125 18 152
03:30 6 147 19 125
03:45 10 133 20 558 19 121 70 529 90 1087
04:00 10 114 32 123
04:15 7 144 35 115
04:30 11 129 42 91
04:45 14 137 42 524 34 100 143 429 185 953
05:00 12 157 52 109
05:15 28 135 49 106
05:30 26 114 61 90
05:45 36 108 102 514 74 80 236 385 338 899
06:00 47 109 73 98
06:15 39 94 62 71
06:30 48 95 92 67
06:45 51 54 185 352 103 56 330 292 515 644
07:00 84 62 100 80
07:15 96 56 110 52
07:30 100 44 139 49
07:45 88 51 368 213 132 57 481 238 849 451
08:00 75 31 99 58
08:15 89 47 101 34
08:30 111 44 111 40
08:45 130 43 405 165 97 30 408 162 813 327
09:00 72 29 118 32
09:15 89 25 131 34
09:30 97 21 146 28
09:45 118 26 376 101 120 25 515 119 891 220
10:00 109 26 107 22
10:15 96 19 130 21
10:30 122 28 94 16
10:45 107 13 434 86 104 13 435 72 869 158
11:00 129 16 114 16
11:15 114 15 121 7
11:30 114 10 108 12
11:45 135 13 492 54 107 9 450 44 942 98
Total 2485 3985 2485 3985 3152 3700 3152 3700 5637 7685 Combined
Total 6470 6470 6852 6852 13322
AM Peak - 11:00 - - - 09:00 - - - - -
Vol. - 492 - - - 515 - - - - -
P.H.F. 0.911 0.882
PM Peak - - 04:15 - - - 02:30 - - - -
Vol. - - 567 - - - 562 - - - -
P.H.F. 0.903 0.906
Percentag
e 38.4% 61.6% 46.0% 54.0%
ADT/AADT ADT 13,322 AADT 13,322
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A139
Stetson Avenue between Sanderson and Lyon
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
139
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Stetson Ave
From: Sanderson Ave To: Lyon Ave
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 50 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 45
10 MPH Pace 41-50 MPH
Percent in Pace 69%
Street Classification: Major
Length of Street Segment: 1.02 Miles
Average Daily Traffic: 28,136
Total Accidents: 27
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.86
California Statewide Accidents Rate (MVM): 1.05
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is approp riate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Stetson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sanderson Avenue - Lyon Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 1 57 X 1 Date:
56 0 0 56 0
55 1 1 55 X X 2
54 1 1 54 X X 2 Time
53 1 2 53 X X X 3 From: 2:00
52 2 0 52 X X 2
51 1 2 51 X X X 3 Time
50 6 2 50 X X X X X X X X 8 * To: 2:20
49 1 6 49 X X X X X X X 7 *
48 2 4 48 X X X X X X 6 * Existing
47 7 4 47 X X X X X X X X X X X 11 P Speed Limit: 45 MPH 46 3 3 46 X X X X X X 6 A
45 3 3 45 X X X X X X 6 C
44 3 4 44 X X X X X X X 7 E
43 2 3 43 X X X X X 5 *
42 3 3 42 X X X X X X 6 *
41 5 2 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 1 40 X X X X X 5 % Over Pace: 12% 10% 13%
39 1 3 39 X X X X 4
38 2 2 38 X X X X 4 % In Pace: 70% 68% 69%
37 0 0 37 0
36 2 1 36 X X X 3 % Under Pace: 18% 22% 18%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 45 MPH 45 MPH 45 MPH
33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 41 - 50MPH 42 - 51MPH 41 - 50MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:40 MPH 39 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/14/23
21.B
City of Hemet
Stetson Avenue
B/ Sanderson Avenue - Lyon Avenue
24 Hour Directional Volume Count
HEM129
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 38 217 16 212
12:15 16 230 13 243
12:30 22 206 15 246
12:45 11 194 87 847 8 243 52 944 139 1791
01:00 12 213 15 245
01:15 19 199 18 233
01:30 18 260 12 239
01:45 13 241 62 913 10 199 55 916 117 1829
02:00 9 260 11 211
02:15 11 250 10 246
02:30 10 279 15 293
02:45 8 286 38 1075 22 262 58 1012 96 2087
03:00 10 245 23 324
03:15 4 282 37 298
03:30 7 319 45 269
03:45 11 370 32 1216 67 238 172 1129 204 2345
04:00 15 286 86 235
04:15 13 283 85 245
04:30 16 270 101 232
04:45 14 272 58 1111 113 239 385 951 443 2062
05:00 25 313 135 220
05:15 26 267 128 254
05:30 42 284 155 205
05:45 46 301 139 1165 170 197 588 876 727 2041
06:00 65 238 166 228
06:15 71 252 146 187
06:30 97 230 165 144
06:45 122 193 355 913 198 118 675 677 1030 1590
07:00 158 173 221 162
07:15 150 156 254 110
07:30 229 142 230 92
07:45 186 137 723 608 223 122 928 486 1651 1094
08:00 167 113 202 118
08:15 211 116 204 85
08:30 189 117 203 80
08:45 214 109 781 455 210 53 819 336 1600 791
09:00 205 94 234 69
09:15 190 76 305 72
09:30 220 72 318 62
09:45 282 67 897 309 230 60 1087 263 1984 572
10:00 170 71 247 45
10:15 158 64 199 37
10:30 212 68 208 27
10:45 184 44 724 247 209 29 863 138 1587 385
11:00 206 53 237 23
11:15 214 42 197 19
11:30 215 31 241 22
11:45 196 31 831 157 220 24 895 88 1726 245
Total 4727 9016 4727 9016 6577 7816 6577 7816 11304 16832 Combined
Total 13743 13743 14393 14393 28136
AM Peak - 09:00 - - - 09:15 - - - - -
Vol. - 897 - - - 1100 - - - - -
P.H.F. 0.795 0.865
PM Peak - - 03:30 - - - 02:30 - - - -
Vol. - - 1258 - - - 1177 - - - -
P.H.F. 0.850 0.908
Percentag
e 34.4% 65.6% 45.7% 54.3%
ADT/AADT ADT 28,136 AADT 28,136
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A140
Stetson Avenue between Lyon and Palm
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
140
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Stetson Ave
From: Lyon Ave To: Palm Ave
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 46 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 45
10 MPH Pace 35-44 MPH
Percent in Pace 69%
Street Classification: Major
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 20,982
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.96
California Statewide Accidents Rate (MVM): 1.05
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Stetson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lyon Avenue - Palm Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:20
52 0 1 52 X 1
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 2:40
49 1 1 49 X X 2
48 2 2 48 X X X X 4 Existing
47 0 1 47 X 1 Speed Limit: 45 MPH
46 2 6 46 X X X X X X X X 8
45 1 2 45 X X X 3
44 3 3 44 X X X X X X 6 *
43 1 3 43 X X X X 4 *
42 3 3 42 X X X X X X 6 *
41 8 4 41 X X X X X X X X X X X X 12 P Eastbound Westbound Combined Statistics 40 2 4 40 X X X X X X 6 A % Over Pace: 12% 14% 21%
39 5 2 39 X X X X X X X 7 C
38 4 2 38 X X X X X X 6 E % In Pace: 76% 68% 69%
37 3 5 37 X X X X X X X X 8 *
36 4 5 36 X X X X X X X X X 9 * % Under Pace: 12% 18% 10% 35 5 0 35 X X X X X 5 *
34 3 1 34 X X X X 4 Average Speed: 39 MPH 41 MPH 40 MPH 33 1 3 33 X X X X 4
32 0 0 32 0 Pace Speed: 35 - 44MPH 37 - 46MPH 35 - 44MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:35 MPH 36 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:39 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:44 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/14/23
21.B
City of Hemet
Stetson Avenue
B/ Lyon Avenue - Palm Avenue
24 Hour Directional Volume Count
HEM130
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 161 17 163
12:15 20 181 14 185
12:30 15 169 10 187
12:45 12 162 73 673 6 144 47 679 120 1352
01:00 9 170 14 193
01:15 14 151 15 181
01:30 14 188 11 177
01:45 7 193 44 702 5 143 45 694 89 1396
02:00 5 198 11 150
02:15 10 191 10 166
02:30 10 230 10 217
02:45 6 232 31 851 19 196 50 729 81 1580
03:00 9 186 17 200
03:15 1 216 21 203
03:30 4 215 28 185
03:45 13 236 27 853 53 180 119 768 146 1621
04:00 14 226 59 155
04:15 10 205 61 174
04:30 13 208 66 161
04:45 13 211 50 850 95 162 281 652 331 1502
05:00 19 226 93 202
05:15 22 209 91 149
05:30 26 227 92 139
05:45 41 215 108 877 115 143 391 633 499 1510
06:00 44 208 107 156
06:15 43 176 107 138
06:30 68 187 112 126
06:45 107 139 262 710 140 119 466 539 728 1249
07:00 120 129 130 119
07:15 124 127 154 79
07:30 169 112 148 83
07:45 140 119 553 487 158 88 590 369 1143 856
08:00 124 98 116 93
08:15 153 104 150 82
08:30 170 102 152 71
08:45 188 74 635 378 154 55 572 301 1207 679
09:00 165 77 179 61
09:15 153 65 201 62
09:30 158 50 190 47
09:45 208 65 684 257 170 49 740 219 1424 476
10:00 142 54 165 34
10:15 136 56 151 30
10:30 148 41 146 23
10:45 162 42 588 193 131 25 593 112 1181 305
11:00 157 38 166 25
11:15 174 38 155 17
11:30 155 21 160 26
11:45 161 22 647 119 170 22 651 90 1298 209
Total 3702 6950 3702 6950 4545 5785 4545 5785 8247 12735 Combined
Total 10652 10652 10330 10330 20982
AM Peak - 09:00 - - - 09:00 - - - - -
Vol. - 684 - - - 740 - - - - -
P.H.F. 0.822 0.920
PM Peak - - 03:15 - - - 02:30 - - - -
Vol. - - 893 - - - 816 - - - -
P.H.F. 0.946 0.940
Percentag
e 34.8% 65.2% 44.0% 56.0%
ADT/AADT ADT 20,982 AADT 20,982
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A141
Stetson Avenue between Palm and State
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
141
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Stetson Ave
From: Palm Ave To: State St
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 41 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 40
10 MPH Pace 31-40 MPH
Percent in Pace 71%
Street Classification: Divided Secondary
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 19,370
Total Accidents: 21
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.96
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th - percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Stetson Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Palm Avenue - State Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 1 0 48 X 1
47 2 0 47 X X 2 Date:
46 1 0 46 X 1
45 0 1 45 X 1
44 1 0 44 X 1 Time
43 1 3 43 X X X X 4 From: 2:40
42 1 2 42 X X X 3
41 0 3 41 X X X 3 Time
40 1 3 40 X X X X 4 * To: 3:00
39 2 2 39 X X X X 4 *
38 4 9 38 X X X X X X X X X X X X X 13 * Existing
37 3 4 37 X X X X X X X 7 P Speed Limit: 40 MPH
36 2 5 36 X X X X X X X 7 A
35 4 1 35 X X X X X 5 C
34 3 2 34 X X X X X 5 E
33 12 5 33 X X X X X X X X X X X X X X X X X 17 *
32 2 2 32 X X X X 4 *
31 2 3 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 2 1 30 X X X 3 % Over Pace: 16% 8% 16%
29 0 1 29 X 1
28 1 2 28 X X X 3 % In Pace: 72% 72% 71%
27 0 1 27 X 1
26 3 0 26 X X X 3 % Under Pace: 12% 20% 13%
25 2 0 25 X X 2
24 0 0 24 0 Average Speed: 35 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 33 - 42MPH 31 - 40MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 37 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/14/23
21.B
City of Hemet
Stetson Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count
HEM131
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 177 13 174
12:15 27 188 16 160
12:30 12 163 11 182
12:45 10 156 66 684 7 147 47 663 113 1347
01:00 5 160 12 177
01:15 7 133 17 161
01:30 15 178 7 162
01:45 10 192 37 663 7 158 43 658 80 1321
02:00 5 153 11 165
02:15 9 163 9 151
02:30 6 180 9 172
02:45 4 213 24 709 13 217 42 705 66 1414
03:00 5 173 10 190
03:15 3 191 14 182
03:30 4 185 27 164
03:45 15 213 27 762 46 170 97 706 124 1468
04:00 9 201 44 163
04:15 12 177 46 167
04:30 12 194 49 148
04:45 13 190 46 762 77 160 216 638 262 1400
05:00 17 188 61 190
05:15 20 202 67 171
05:30 24 202 66 137
05:45 32 169 93 761 94 158 288 656 381 1417
06:00 39 202 84 156
06:15 40 155 79 126
06:30 65 171 85 114
06:45 88 115 232 643 116 106 364 502 596 1145
07:00 107 127 113 115
07:15 131 109 135 76
07:30 150 99 136 90
07:45 136 95 524 430 125 88 509 369 1033 799
08:00 116 91 118 96
08:15 128 100 139 70
08:30 124 82 166 83
08:45 156 56 524 329 162 63 585 312 1109 641
09:00 139 74 168 48
09:15 160 61 186 54
09:30 144 38 170 53
09:45 188 60 631 233 169 49 693 204 1324 437
10:00 151 44 164 38
10:15 127 57 156 31
10:30 145 49 145 20
10:45 137 29 560 179 115 24 580 113 1140 292
11:00 151 34 154 18
11:15 161 33 158 20
11:30 171 18 177 26
11:45 151 16 634 101 156 17 645 81 1279 182
Total 3398 6256 3398 6256 4109 5607 4109 5607 7507 11863 Combined
Total 9654 9654 9716 9716 19370
AM Peak - 09:15 - - - 09:00 - - - - -
Vol. - 643 - - - 693 - - - - -
P.H.F. 0.855 0.931
PM Peak - - 03:15 - - - 02:30 - - - -
Vol. - - 790 - - - 761 - - - -
P.H.F. 0.927 0.877
Percentag
e 35.2% 64.8% 42.3% 57.7%
ADT/AADT ADT 19,370 AADT 19,370
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A142
Stetson Avenue between State and San Jacinto
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
142
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Stetson Ave
From: State St To: San Jacinto St
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 42 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35
10 MPH Pace 34-43 MPH
Percent in Pace 80%
Street Classification: Divided Secondary
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 23,654
Total Accidents: 35
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.71
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th- percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Thornton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - San Jacinto Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 9:00
42 1 1 42 X X 2
41 1 3 41 X X X X 4 Time
40 0 2 40 X X 2 To: 9:40
39 3 4 39 X X X X X X X 7
38 1 1 38 X X 2 Existing
37 2 1 37 X X X 3 Speed Limit: N/P MPH
36 2 5 36 X X X X X X X 7 *
35 1 2 35 X X X 3 *
34 4 2 34 X X X X X X 6 *
33 2 2 33 X X X X 4 P
32 5 1 32 X X X X X X 6 A
31 2 3 31 X X X X X 5 C Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 E % Over Pace: 22% 26% 21%
29 4 3 29 X X X X X X X 7 *
28 3 1 28 X X X X 4 * % In Pace: 66% 50% 55%
27 6 4 27 X X X X X X X X X X 10 *
26 3 3 26 X X X X X X 6 % Under Pace: 12% 24% 24%
25 3 1 25 X X X X 4
24 2 3 24 X X X X X 5 Average Speed: 30 MPH 32 MPH 31 MPH 23 1 0 23 X 1
22 2 2 22 X X X X 4 Pace Speed: 25 - 34MPH 27 - 36MPH 27 - 36MPH 21 0 2 21 X X 2
20 1 1 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Stetson Avenue
B/ State Street - San Jacinto Street
24 Hour Directional Volume Count
HEM132
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 36 177 17 201
12:15 24 179 9 173
12:30 21 186 11 131
12:45 16 169 97 711 12 195 49 700 146 1411
01:00 8 172 12 179
01:15 11 161 10 178
01:30 18 195 9 156
01:45 17 195 54 723 6 176 37 689 91 1412
02:00 7 212 13 176
02:15 8 203 12 160
02:30 10 210 9 201
02:45 13 231 38 856 20 174 54 711 92 1567
03:00 2 258 28 215
03:15 6 243 39 195
03:30 10 276 48 212
03:45 10 268 28 1045 63 176 178 798 206 1843
04:00 18 253 71 190
04:15 9 238 100 191
04:30 14 265 93 164
04:45 15 259 56 1015 126 198 390 743 446 1758
05:00 21 288 110 201
05:15 30 277 108 176
05:30 37 332 96 153
05:45 45 287 133 1184 148 165 462 695 595 1879
06:00 52 282 149 162
06:15 81 229 152 132
06:30 105 245 146 131
06:45 124 197 362 953 194 155 641 580 1003 1533
07:00 155 188 194 83
07:15 169 145 218 85
07:30 202 159 196 96
07:45 183 141 709 633 179 116 787 380 1496 1013
08:00 156 112 187 103
08:15 165 119 156 86
08:30 174 115 192 70
08:45 156 104 651 450 179 61 714 320 1365 770
09:00 113 106 193 61
09:15 147 93 188 45
09:30 162 72 199 60
09:45 138 101 560 372 198 30 778 196 1338 568
10:00 135 72 202 43
10:15 132 68 146 26
10:30 135 61 164 28
10:45 138 55 540 256 161 21 673 118 1213 374
11:00 150 46 143 21
11:15 162 44 196 22
11:30 176 30 172 13
11:45 155 30 643 150 155 20 666 76 1309 226
Total 3871 8348 3871 8348 5429 6006 5429 6006 9300 14354 Combined
Total 12219 12219 11435 11435 23654
AM Peak - 07:15 - - - 06:45 - - - - -
Vol. - 710 - - - 802 - - - - -
P.H.F. 0.879 0.920
PM Peak - - 05:00 - - - 03:00 - - - -
Vol. - - 1184 - - - 798 - - - -
P.H.F. 0.892 0.928
Percentag
e 31.7% 68.3% 47.5% 52.5%
ADT/AADT ADT 23,654 AADT 23,654
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A143
Thornton Avenue between Lyon and Palm
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
143
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Thornton Ave
From: Lyon Ave To: Palm Ave
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 42 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35
10 MPH Pace 31-40 MPH
Percent in Pace 75%
Street Classification: Collector
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 2,084
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.86
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is approp riate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE
: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Thornton Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lyon Avenue - Palm Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 3:55
49 0 1 49 X 1
48 0 2 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 3 1 46 X X X X 4
45 0 0 45 0
44 1 1 44 X X 2
43 2 1 43 X X X 3
42 3 2 42 X X X X X 5
41 0 1 41 X 1 Eastbound Westbound Combined Statistics
40 1 2 40 X X X 3 * % Over Pace: 20% 18% 18%
39 1 6 39 X X X X X X X 7 *
38 6 2 38 X X X X X X X X 8 * % In Pace: 74% 78% 75%
37 3 4 37 X X X X X X X 7 P
36 10 7 36 X X X X X X X X X X X X X X X X X 17 A % Under Pace: 6% 4% 7% 35 5 5 35 X X X X X X X X X X 10 C
34 5 6 34 X X X X X X X X X X X 11 E Average Speed: 36 MPH 37 MPH 37 MPH 33 2 0 33 X X 2 *
32 1 1 32 X X 2 * Pace Speed: 30 - 39MPH 31 - 40MPH 31 - 40MPH 31 2 6 31 X X X X X X X X 8 *
30 2 0 30 X X 2
29 0 1 29 X 1 15th Percentile / Critical Speed:32 MPH 31 MPH 31 MPH 28 1 1 28 X X 2
27 1 0 27 X 1 50th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed:42 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/14/23
21.B
City of Hemet
Thornton Avenue
B/ Lyon Avenue - Palm Avenue
24 Hour Directional Volume Count
HEM133
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 20 1 11
12:15 1 19 1 11
12:30 1 15 2 12
12:45 0 15 5 69 2 14 6 48 11 117
01:00 0 22 0 10
01:15 0 22 1 16
01:30 1 15 0 10
01:45 1 25 2 84 1 18 2 54 4 138
02:00 0 18 0 21
02:15 0 22 1 28
02:30 1 20 1 19
02:45 0 28 1 88 1 14 3 82 4 170
03:00 0 21 1 11
03:15 0 26 0 16
03:30 2 32 1 20
03:45 0 60 2 139 1 33 3 80 5 219
04:00 1 29 2 30
04:15 0 18 1 24
04:30 0 28 2 17
04:45 1 37 2 112 1 10 6 81 8 193
05:00 1 30 1 22
05:15 1 23 4 14
05:30 0 27 5 8
05:45 2 15 4 95 5 18 15 62 19 157
06:00 1 18 3 9
06:15 2 17 9 8
06:30 2 21 8 7
06:45 7 19 12 75 11 8 31 32 43 107
07:00 21 14 9 18
07:15 35 8 30 7
07:30 18 5 21 7
07:45 16 11 90 38 15 6 75 38 165 76
08:00 15 5 16 2
08:15 37 8 14 5
08:30 58 4 22 9
08:45 39 8 149 25 16 2 68 18 217 43
09:00 13 8 16 8
09:15 9 10 15 6
09:30 14 7 14 4
09:45 12 9 48 34 15 0 60 18 108 52
10:00 13 7 12 2
10:15 14 7 11 2
10:30 11 3 19 1
10:45 11 1 49 18 8 1 50 6 99 24
11:00 14 4 6 2
11:15 9 1 8 2
11:30 13 0 16 0
11:45 17 0 53 5 13 0 43 4 96 9
Total 417 782 417 782 362 523 362 523 779 1305
Combined
Total 1199 1199 885 885 2084
AM Peak - 08:00 - - - 07:15 - - - - -
Vol. - 149 - - - 82 - - - - -
P.H.F. 0.642 0.683
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 147 - - - 107 - - - -
P.H.F. 0.613 0.811
Percentag
e 34.8% 65.2% 40.9% 59.1%
ADT/AADT ADT 2,084 AADT 2,084
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A144
Thornton Avenue between Palm and State
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
144
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Thornton Ave
From: Palm Ave To: State St
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 39 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 35
10 MPH Pace 30-39 MPH
Percent in Pace 75%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,422
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.75
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Thornton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Palm Avenue - State Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 2 46 X X 2
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 1 43 X 1 From: 9:40
42 1 1 42 X X 2
41 2 0 41 X X 2 Time
40 0 3 40 X X X 3 To: 10:20
39 5 5 39 X X X X X X X X X X 10 *
38 0 2 38 X X 2 * Existing
37 4 3 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 1 4 36 X X X X X 5 P
35 8 1 35 X X X X X X X X X 9 A
34 2 2 34 X X X X 4 C
33 5 4 33 X X X X X X X X X 9 E
32 5 1 32 X X X X X X 6 *
31 8 8 31 X X X X X X X X X X X X X X X X 16 * Eastbound Westbound Combined Statistics 30 3 4 30 X X X X X X X 7 * % Over Pace: 6% 16% 11%
29 3 4 29 X X X X X X X 7
28 0 2 28 X X 2 % In Pace: 82% 68% 75%
27 1 1 27 X X 2
26 1 0 26 X 1 % Under Pace: 12% 16% 14%
25 0 0 25 0
24 1 1 24 X X 2 Average Speed: 34 MPH 35 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 30 - 39MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 MPH 40 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Thornton Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count
HEM134
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 25 0 15
12:15 0 12 0 16
12:30 0 13 0 11
12:45 0 20 3 70 0 16 0 58 3 128
01:00 2 17 1 22
01:15 1 25 2 24
01:30 1 21 1 13
01:45 2 19 6 82 1 30 5 89 11 171
02:00 1 14 1 25
02:15 0 54 1 35
02:30 1 35 0 24
02:45 2 26 4 129 1 16 3 100 7 229
03:00 3 31 2 21
03:15 0 40 0 16
03:30 3 34 0 32
03:45 0 42 6 147 0 50 2 119 8 266
04:00 0 38 3 22
04:15 0 24 2 24
04:30 0 21 3 19
04:45 1 22 1 105 2 20 10 85 11 190
05:00 1 31 0 16
05:15 3 21 3 22
05:30 3 23 6 14
05:45 4 18 11 93 3 19 12 71 23 164
06:00 5 14 3 12
06:15 4 22 9 11
06:30 1 19 11 10
06:45 6 18 16 73 13 14 36 47 52 120
07:00 13 16 29 21
07:15 23 8 44 7
07:30 26 7 25 12
07:45 19 9 81 40 12 12 110 52 191 92
08:00 13 13 12 9
08:15 23 9 23 5
08:30 16 6 22 10
08:45 25 8 77 36 32 13 89 37 166 73
09:00 22 5 21 5
09:15 11 7 17 7
09:30 18 8 15 8
09:45 14 8 65 28 15 2 68 22 133 50
10:00 23 6 12 5
10:15 12 5 13 1
10:30 22 6 22 0
10:45 11 6 68 23 14 2 61 8 129 31
11:00 20 6 15 2
11:15 16 5 12 3
11:30 13 4 22 2
11:45 30 1 79 16 22 1 71 8 150 24
Total 417 842 417 842 467 696 467 696 884 1538
Combined
Total 1259 1259 1163 1163 2422
AM Peak - 08:15 - - - 06:45 - - - - -
Vol. - 86 - - - 111 - - - - -
P.H.F. 0.827 0.631
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 154 - - - 128 - - - -
P.H.F. 0.917 0.640
Percentag
e 33.1% 66.9% 40.2% 59.8%
ADT/AADT ADT 2,422 AADT 2,422
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A145
Thornton Avenue between State and Santa Fe
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
145
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Thornton Ave
From: State St To: Sante Fe St
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 39 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30
10 MPH Pace 30-39 MPH
Percent in Pace 75%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,777
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.49
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Thornton Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - San Jacinto Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 9:00
42 1 1 42 X X 2
41 1 3 41 X X X X 4 Time
40 0 2 40 X X 2 To: 9:40
39 3 4 39 X X X X X X X 7
38 1 1 38 X X 2 Existing
37 2 1 37 X X X 3 Speed Limit: N/P MPH
36 2 5 36 X X X X X X X 7 *
35 1 2 35 X X X 3 *
34 4 2 34 X X X X X X 6 *
33 2 2 33 X X X X 4 P
32 5 1 32 X X X X X X 6 A
31 2 3 31 X X X X X 5 C Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 E % Over Pace: 22% 26% 21%
29 4 3 29 X X X X X X X 7 *
28 3 1 28 X X X X 4 * % In Pace: 66% 50% 55%
27 6 4 27 X X X X X X X X X X 10 *
26 3 3 26 X X X X X X 6 % Under Pace: 12% 24% 24%
25 3 1 25 X X X X 4
24 2 3 24 X X X X X 5 Average Speed: 30 MPH 32 MPH 31 MPH 23 1 0 23 X 1
22 2 2 22 X X X X 4 Pace Speed: 25 - 34MPH 27 - 36MPH 27 - 36MPH 21 0 2 21 X X 2
20 1 1 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 24 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Thornton Avenue
B/ State Street - Santa Fe Street
24 Hour Directional Volume Count
HEM135
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 25 1 23
12:15 6 26 1 18
12:30 5 27 3 24
12:45 9 23 30 101 3 18 8 83 38 184
01:00 5 29 1 25
01:15 2 28 2 29
01:30 5 31 0 11
01:45 6 36 18 124 0 19 3 84 21 208
02:00 2 31 2 23
02:15 2 59 1 33
02:30 0 43 2 21
02:45 1 48 5 181 4 23 9 100 14 281
03:00 2 72 0 29
03:15 1 48 3 11
03:30 1 57 2 24
03:45 0 81 4 258 1 28 6 92 10 350
04:00 1 55 4 25
04:15 1 59 3 39
04:30 2 65 6 22
04:45 0 56 4 235 3 21 16 107 20 342
05:00 2 69 8 14
05:15 3 52 10 19
05:30 3 58 3 19
05:45 4 76 12 255 8 20 29 72 41 327
06:00 9 55 11 19
06:15 18 39 11 10
06:30 16 41 15 16
06:45 30 57 73 192 10 18 47 63 120 255
07:00 41 54 41 25
07:15 36 39 35 18
07:30 19 25 14 10
07:45 42 18 138 136 27 8 117 61 255 197
08:00 41 19 29 8
08:15 46 27 25 10
08:30 31 12 25 16
08:45 28 25 146 83 29 11 108 45 254 128
09:00 30 17 25 8
09:15 24 19 13 8
09:30 23 21 16 6
09:45 22 20 99 77 17 8 71 30 170 107
10:00 26 12 14 7
10:15 15 14 17 3
10:30 36 11 24 4
10:45 20 16 97 53 14 2 69 16 166 69
11:00 22 8 24 4
11:15 16 8 20 3
11:30 21 7 22 0
11:45 30 11 89 34 24 0 90 7 179 41
Total 715 1729 715 1729 573 760 573 760 1288 2489
Combined
Total 2444 2444 1333 1333 3777
AM Peak - 07:45 - - - 07:00 - - - - -
Vol. - 160 - - - 117 - - - - -
P.H.F. 0.870 0.713
PM Peak - - 03:45 - - - 03:30 - - - -
Vol. - - 260 - - - 116 - - - -
P.H.F. 0.802 0.744
Percentag
e 29.3% 70.7% 43.0% 57.0%
ADT/AADT ADT 3,777 AADT 3,777
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A146
Warren Road between Stetson and Mustang
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
146
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Warren Road
From: Stetson Ave To: Mustang Way
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 49 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 45
10 MPH Pace 39-48 MPH
Percent in Pace 74%
Street Classification: Divided Secondary
Length of Street Segment: 0.83 Miles
Average Daily Traffic: 8,098
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.09
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Warren Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Stetson Avenue - Mustang Way
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 3 0 54 X X X 3 Time
53 1 1 53 X X 2 From: 10:20
52 0 1 52 X 1
51 1 0 51 X 1 Time
50 3 2 50 X X X X X 5 To: 10:40
49 3 2 49 X X X X X 5
48 1 2 48 X X X 3 * Existing
47 5 3 47 X X X X X X X X 8 * Speed Limit: 30 MPH
46 2 6 46 X X X X X X X X 8 *
45 5 1 45 X X X X X X 6 P
44 8 3 44 X X X X X X X X X X X 11 A
43 1 3 43 X X X X 4 C
42 6 3 42 X X X X X X X X X 9 E
41 2 4 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 2 4 40 X X X X X X 6 * % Over Pace: 12% 12% 18%
39 4 9 39 X X X X X X X X X X X X X 13 *
38 0 0 38 0 % In Pace: 72% 76% 74%
37 2 2 37 X X X X 4
36 0 2 36 X X 2 % Under Pace: 16% 12% 8%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 45 MPH 43 MPH 44 MPH
33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 41 - 50MPH 39 - 48MPH 39 - 48MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:40 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 42 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Warren Road
B/ Stetson Avenue - Mustang Way
24 Hour Directional Volume Count
HEM136
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 59 3 40
12:15 8 56 0 48
12:30 2 70 6 66
12:45 5 51 22 236 1 54 10 208 32 444
01:00 2 54 6 53
01:15 9 57 3 57
01:30 2 69 4 75
01:45 5 66 18 246 7 67 20 252 38 498
02:00 2 67 1 81
02:15 6 88 8 67
02:30 6 72 1 68
02:45 5 95 19 322 2 68 12 284 31 606
03:00 10 86 5 64
03:15 5 94 12 68
03:30 4 95 12 49
03:45 9 100 28 375 12 67 41 248 69 623
04:00 12 81 11 73
04:15 12 67 24 80
04:30 13 101 19 80
04:45 24 100 61 349 10 72 64 305 125 654
05:00 20 73 21 86
05:15 23 95 27 77
05:30 28 89 26 71
05:45 37 73 108 330 22 63 96 297 204 627
06:00 15 65 27 53
06:15 43 68 54 43
06:30 47 55 39 48
06:45 70 67 175 255 62 43 182 187 357 442
07:00 63 28 70 44
07:15 72 41 69 35
07:30 94 44 77 25
07:45 124 32 353 145 48 25 264 129 617 274
08:00 88 38 72 37
08:15 75 29 71 29
08:30 72 35 57 26
08:45 64 32 299 134 53 21 253 113 552 247
09:00 55 25 61 21
09:15 53 18 61 15
09:30 59 20 49 18
09:45 47 19 214 82 46 18 217 72 431 154
10:00 62 12 53 10
10:15 73 20 57 13
10:30 58 13 56 10
10:45 49 13 242 58 56 10 222 43 464 101
11:00 40 16 53 9
11:15 61 12 45 9
11:30 66 7 58 14
11:45 50 12 217 47 51 5 207 37 424 84
Total 1756 2579 1756 2579 1588 2175 1588 2175 3344 4754 Combined
Total 4335 4335 3763 3763 8098
AM Peak - 07:30 - - - 06:45 - - - - -
Vol. - 381 - - - 278 - - - - -
P.H.F. 0.768 0.903
PM Peak - - 03:00 - - - 04:15 - - - -
Vol. - - 375 - - - 318 - - - -
P.H.F. 0.938 0.924
Percentag
e 40.5% 59.5% 42.2% 57.8%
ADT/AADT ADT 8,098 AADT 8,098
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A147
Warren Road between Mustang and Simpson
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
147
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Warren Road
From: Mustang Way To: Simpson Road
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 53 MPH
50 Percentile 47 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 40-49 MPH
Percent in Pace 63%
Street Classification: Divided Secondary
Length of Street Segment: 0.64 Miles
Average Daily Traffic: 11,251
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.38
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.
APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Warren Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mustang Way - Poplar Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 1 0 57 X 1 Date:
56 0 0 56 0
55 2 1 55 X X X 3
54 5 1 54 X X X X X X 6 Time
53 4 2 53 X X X X X X 6 From: 10:40
52 2 2 52 X X X X 4
51 3 2 51 X X X X X 5 Time
50 0 1 50 X 1 To: 11:00
49 6 5 49 X X X X X X X X X X X 11 *
48 2 3 48 X X X X X 5 * Existing
47 6 5 47 X X X X X X X X X X X 11 * Speed Limit: N/P MPH 46 2 4 46 X X X X X X 6 P
45 1 1 45 X X 2 A
44 1 3 44 X X X X 4 C
43 2 5 43 X X X X X X X 7 E
42 3 1 42 X X X X 4 *
41 2 7 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 * % Over Pace: 2% 18% 26%
39 1 3 39 X X X X 4
38 0 1 38 X 1 % In Pace: 64% 72% 63%
37 1 0 37 X 1
36 1 0 36 X 1 % Under Pace: 34% 10% 11%
35 3 1 35 X X X X 4
34 0 0 34 0 Average Speed: 47 MPH 45 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 46 - 55MPH 40 - 49MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:40 MPH 41 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:47 MPH 46 MPH 47 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:54 MPH 51 MPH 53 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Warren Road
B/ Mustang Way - Poplar Street
24 Hour Directional Volume Count
HEM137
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 64 11 85
12:15 2 64 13 84
12:30 6 79 6 90
12:45 4 67 15 274 6 70 36 329 51 603
01:00 3 73 5 69
01:15 1 75 10 91
01:30 6 101 5 92
01:45 4 90 14 339 5 93 25 345 39 684
02:00 1 89 4 81
02:15 3 110 5 127
02:30 6 102 4 102
02:45 4 105 14 406 3 132 16 442 30 848
03:00 11 90 9 133
03:15 21 87 6 137
03:30 24 86 4 132
03:45 25 87 81 350 7 159 26 561 107 911
04:00 32 77 8 126
04:15 49 94 8 105
04:30 54 103 14 155
04:45 33 84 168 358 18 129 48 515 216 873
05:00 43 92 14 122
05:15 56 97 15 156
05:30 50 72 19 129
05:45 49 89 198 350 37 114 85 521 283 871
06:00 48 58 16 114
06:15 78 58 47 107
06:30 86 59 50 90
06:45 100 51 312 226 74 108 187 419 499 645
07:00 137 39 81 63
07:15 144 41 76 63
07:30 128 32 112 81
07:45 86 33 495 145 124 49 393 256 888 401
08:00 108 37 119 73
08:15 92 37 68 48
08:30 92 31 87 50
08:45 78 17 370 122 77 59 351 230 721 352
09:00 102 20 68 50
09:15 77 20 65 29
09:30 77 13 67 37
09:45 73 21 329 74 60 31 260 147 589 221
10:00 81 13 63 29
10:15 80 14 72 27
10:30 75 12 67 24
10:45 75 13 311 52 51 14 253 94 564 146
11:00 69 12 60 24
11:15 71 9 76 22
11:30 80 11 86 11
11:45 78 6 298 38 73 21 295 78 593 116
Total 2605 2734 2605 2734 1975 3937 1975 3937 4580 6671 Combined
Total 5339 5339 5912 5912 11251
AM Peak - 06:45 - - - 07:15 - - - - -
Vol. - 509 - - - 431 - - - - -
P.H.F. 0.884 0.869
PM Peak - - 02:15 - - - 04:30 - - - -
Vol. - - 407 - - - 562 - - - -
P.H.F. 0.925 0.884
Percentag
e 48.8% 51.2% 33.4% 66.6%
ADT/AADT ADT 11,251 AADT 11,251
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A148
Whitter Avenue between Lyon and Palm
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
148
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Whittier Ave
From: Lyon Ave To: Palm Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 41 MPH
50 Percentile 50 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 62%
Street Classification: Major
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,319
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Whittier Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - Palm Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 2 2 45 X X X X 4
44 2 1 44 X X X 3 Time
43 1 3 43 X X X X 4 From: 12:05
42 2 1 42 X X X 3
41 3 5 41 X X X X X X X X 8 * Time
40 2 3 40 X X X X X 5 * To: 12:40
39 3 2 39 X X X X X 5 *
38 2 3 38 X X X X X 5 P Existing
37 7 2 37 X X X X X X X X X 9 A Speed Limit: 45 MPH
36 3 3 36 X X X X X X 6 C
35 5 2 35 X X X X X X X 7 E
34 4 4 34 X X X X X X X X 8 *
33 0 4 33 X X X X 4 *
32 3 2 32 X X X X X 5 *
31 0 4 31 X X X X 4 Eastbound Westbound Combined Statistics 30 3 2 30 X X X X X 5 % Over Pace: 8% 16% 15%
29 4 1 29 X X X X X 5
28 2 1 28 X X X 3 % In Pace: 64% 60% 62%
27 1 1 27 X X 2
26 1 1 26 X X 2 % Under Pace: 28% 24% 23%
25 0 0 25 0
24 0 2 24 X X 2 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 34 - 43MPH 32 - 41MPH 32 - 41MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:41 MPH 42 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Whittier Avenue
B/ Lyon Avenue - Palm Avenue
24 Hour Directional Volume Count
HEM139
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 13 1 35
12:15 1 20 4 25
12:30 1 29 2 28
12:45 0 20 3 82 0 20 7 108 10 190
01:00 1 31 1 43
01:15 1 27 2 39
01:30 3 32 1 43
01:45 2 28 7 118 1 18 5 143 12 261
02:00 1 29 1 10
02:15 1 29 1 63
02:30 1 31 1 42
02:45 2 27 5 116 1 32 4 147 9 263
03:00 0 29 3 26
03:15 0 31 1 46
03:30 1 36 2 32
03:45 1 38 2 134 3 47 9 151 11 285
04:00 0 26 3 40
04:15 1 37 2 28
04:30 2 27 6 32
04:45 0 30 3 120 7 28 18 128 21 248
05:00 3 33 10 34
05:15 1 20 7 43
05:30 3 29 15 25
05:45 7 36 14 118 16 36 48 138 62 256
06:00 3 21 11 28
06:15 7 17 18 27
06:30 6 23 6 20
06:45 11 16 27 77 10 22 45 97 72 174
07:00 29 18 23 22
07:15 43 15 46 29
07:30 39 13 55 15
07:45 31 13 142 59 38 17 162 83 304 142
08:00 22 14 38 19
08:15 27 11 30 13
08:30 22 14 39 13
08:45 25 5 96 44 36 11 143 56 239 100
09:00 18 8 20 8
09:15 13 4 32 7
09:30 16 6 30 6
09:45 18 5 65 23 23 11 105 32 170 55
10:00 25 4 25 7
10:15 13 4 27 2
10:30 14 6 32 10
10:45 18 3 70 17 31 4 115 23 185 40
11:00 22 3 34 3
11:15 21 4 22 3
11:30 24 8 14 1
11:45 23 3 90 18 23 2 93 9 183 27
Total 524 926 524 926 754 1115 754 1115 1278 2041
Combined
Total 1450 1450 1869 1869 3319
AM Peak - 07:00 - - - 07:15 - - - - -
Vol. - 142 - - - 177 - - - - -
P.H.F. 0.826 0.805
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 137 - - - 165 - - - -
P.H.F. 0.901 0.878
Percentag
e 36.1% 63.9% 40.3% 59.7%
ADT/AADT ADT 3,319 AADT 3,319
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A149
Whitter Avenue between Palm and Gilbert
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
149
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Whittier Ave
From: Palm Ave To: Gilbert St
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 68%
S
treet Classification: Major
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,856
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed limit it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.
A
PPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
A
PPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed EB WB VEH. Location: Whittier Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Palm Avenue - Gilbert Stteet
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 2 1 44 X X X 3 Time
43 2 2 43 X X X X 4 From: 12:40
42 0 0 42 0
41 4 2 41 X X X X X X 6 Time
40 1 2 40 X X X 3 To: 1:35
39 9 2 39 X X X X X X X X X X X 11 *
38 3 1 38 X X X X 4 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 45 MPH
36 0 3 36 X X X 3 P
35 3 8 35 X X X X X X X X X X X 11 A
34 3 3 34 X X X X X X 6 C
33 3 6 33 X X X X X X X X X 9 E
32 2 2 32 X X X X 4 *
31 5 0 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 4 5 30 X X X X X X X X X 9 * % Over Pace: 18% 22% 17% 29 2 5 29 X X X X X X X 7
28 3 2 28 X X X X X 5 % In Pace: 68% 76% 68%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 14% 2% 15%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 28 - 37MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:35 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:41 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Whittier Avenue
B/ Palm Avenue - Gilbert Street
24 Hour Directional Volume Count
HEM140
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 57 0 70
12:15 5 34 0 56
12:30 0 31 2 29
12:45 0 27 6 149 0 25 2 180 8 329
01:00 2 28 0 24
01:15 2 24 1 27
01:30 2 38 0 24
01:45 1 30 7 120 0 18 1 93 8 213
02:00 1 26 0 21
02:15 0 41 1 35
02:30 0 42 0 34
02:45 1 40 2 149 0 50 1 140 3 289
03:00 2 34 1 38
03:15 2 34 3 37
03:30 1 39 3 29
03:45 1 46 6 153 7 38 14 142 20 295
04:00 1 36 7 35
04:15 0 41 6 28
04:30 1 51 7 33
04:45 1 35 3 163 8 32 28 128 31 291
05:00 3 39 12 33
05:15 3 28 9 31
05:30 4 35 9 35
05:45 9 39 19 141 16 37 46 136 65 277
06:00 6 32 14 23
06:15 6 25 19 21
06:30 8 37 18 25
06:45 25 26 45 120 19 19 70 88 115 208
07:00 42 28 45 20
07:15 76 18 68 20
07:30 37 17 55 17
07:45 41 23 196 86 38 7 206 64 402 150
08:00 31 18 27 14
08:15 31 14 28 15
08:30 24 17 32 13
08:45 23 10 109 59 27 8 114 50 223 109
09:00 20 13 32 10
09:15 25 12 31 10
09:30 18 7 34 8
09:45 28 8 91 40 41 6 138 34 229 74
10:00 15 7 23 4
10:15 20 5 22 6
10:30 36 3 22 1
10:45 30 5 101 20 25 3 92 14 193 34
11:00 32 4 45 2
11:15 22 7 32 3
11:30 36 2 28 9
11:45 46 1 136 14 17 4 122 18 258 32
Total 721 1214 721 1214 834 1087 834 1087 1555 2301
Combined
Total 1935 1935 1921 1921 3856
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 196 - - - 206 - - - - -
P.H.F. 0.645 0.757
PM Peak - - 03:45 - - - 12:00 - - - -
Vol. - - 174 - - - 180 - - - -
P.H.F. 0.853 0.643
Percentag
e 37.3% 62.7% 43.4% 56.6%
ADT/AADT ADT 3,856 AADT 3,856
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A150
Yale Street between Park and Oakland
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
150
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Yale St
From: Park Ave To: Oakland Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 43 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 72%
Street Classification: Collector
Length of Street Segment: 0.23 Miles
Average Daily Traffic: 3,536
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Yale Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Park Avenue - Oakland Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 1 0 48 X 1
47 0 1 47 X 1 Date:
46 1 3 46 X X X X 4
45 2 1 45 X X X 3
44 3 1 44 X X X X 4 Time
43 3 1 43 X X X X 4 From: 11:20
42 1 1 42 X X 2
41 1 3 41 X X X X 4 * Time
40 2 2 40 X X X X 4 * To: 11:40
39 3 3 39 X X X X X X 6 *
38 5 7 38 X X X X X X X X X X X X 12 P Existing
37 4 6 37 X X X X X X X X X X 10 A Speed Limit: 35 MPH
36 5 5 36 X X X X X X X X X X 10 C
35 4 2 35 X X X X X X 6 E
34 1 6 34 X X X X X X X 7 *
33 5 4 33 X X X X X X X X X 9 *
32 4 0 32 X X X X 4 *
31 1 1 31 X X 2 Northbound Southbound Combined Statistics 30 1 0 30 X 1 % Over Pace: 22% 14% 19%
29 2 2 29 X X X X 4
28 1 0 28 X 1 % In Pace: 68% 78% 72%
27 0 0 27 0
26 0 1 26 X 1 % Under Pace: 10% 8% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 37 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41MPH 33 - 42MPH 32 - 41MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:32 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:37 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:43 MPH 42 MPH 43 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Yale Street
B/ Park Avenue - Oakland Avenue
24 Hour Directional Volume Count
HEM141
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 25 4 24
12:15 6 16 5 30
12:30 4 23 4 25
12:45 0 18 12 82 3 44 16 123 28 205
01:00 6 25 4 26
01:15 1 18 6 37
01:30 2 23 3 27
01:45 3 21 12 87 2 26 15 116 27 203
02:00 3 16 3 28
02:15 3 33 6 35
02:30 1 22 2 34
02:45 1 27 8 98 2 46 13 143 21 241
03:00 1 23 4 40
03:15 4 37 0 45
03:30 0 32 1 39
03:45 3 31 8 123 3 45 8 169 16 292
04:00 4 32 3 43
04:15 3 27 6 43
04:30 6 33 7 40
04:45 10 34 23 126 5 51 21 177 44 303
05:00 7 34 9 51
05:15 6 28 10 51
05:30 18 29 11 43
05:45 10 28 41 119 12 34 42 179 83 298
06:00 10 32 9 44
06:15 15 22 12 37
06:30 12 13 13 34
06:45 23 28 60 95 18 39 52 154 112 249
07:00 21 20 25 25
07:15 30 20 31 28
07:30 21 15 21 27
07:45 18 21 90 76 35 23 112 103 202 179
08:00 20 14 36 29
08:15 17 24 25 23
08:30 18 22 31 21
08:45 18 9 73 69 24 15 116 88 189 157
09:00 24 14 24 20
09:15 13 21 20 9
09:30 14 10 26 14
09:45 17 11 68 56 16 22 86 65 154 121
10:00 14 7 27 11
10:15 17 5 20 13
10:30 15 9 13 15
10:45 15 5 61 26 24 8 84 47 145 73
11:00 19 7 18 9
11:15 18 1 26 4
11:30 19 3 15 5
11:45 17 3 73 14 21 9 80 27 153 41
Total 529 971 529 971 645 1391 645 1391 1174 2362
Combined
Total 1500 1500 2036 2036 3536
AM Peak - 06:45 - - - 07:45 - - - - -
Vol. - 95 - - - 127 - - - - -
P.H.F. 0.792 0.882
PM Peak - - 03:15 - - - 04:45 - - - -
Vol. - - 132 - - - 196 - - - -
P.H.F. 0.892 0.961
Percentag
e 35.3% 64.7% 31.7% 68.3%
ADT/AADT ADT 3,536 AADT 3,536
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A151
Yale Street between Oakland and Devonshire
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
151
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Yale St
From: Oakland Ave To: Devonshire Ave
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 38 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,707
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.78
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE
: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Yale Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Oakland Avenue - Devonshire Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 1 47 X 1 Date:
46 0 0 46 0
45 1 0 45 X 1
44 1 2 44 X X X 3 Time
43 1 0 43 X 1 From: 12:50
42 0 1 42 X 1
41 1 2 41 X X X 3 Time
40 0 3 40 X X X 3 To: 1:15
39 1 1 39 X X 2
38 5 4 38 X X X X X X X X X 9 * Existing
37 9 6 37 X X X X X X X X X X X X X X X 15 * Speed Limit: 35 MPH 36 3 5 36 X X X X X X X X 8 *
35 5 6 35 X X X X X X X X X X X 11 P
34 5 2 34 X X X X X X X 7 A
33 5 2 33 X X X X X X X 7 C
32 3 3 32 X X X X X X 6 E
31 5 3 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 10% 12% 15%
29 2 1 29 X X X 3 *
28 0 2 28 X X 2 % In Pace: 90% 70% 79%
27 0 1 27 X 1
26 0 1 26 X 1 % Under Pace: 0% 18% 6%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 29 - 38MPH 31 - 40MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:31 MPH 30 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:35 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:38 MPH 40 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/29/23
21.B
City of Hemet
Yale Street
B/ Oakland Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM142
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 35 6 32
12:15 7 27 6 38
12:30 4 35 4 29
12:45 2 33 15 130 4 46 20 145 35 275
01:00 6 33 6 29
01:15 3 33 6 40
01:30 4 36 2 29
01:45 2 34 15 136 2 30 16 128 31 264
02:00 4 30 4 29
02:15 5 44 6 41
02:30 2 43 2 47
02:45 1 40 12 157 2 55 14 172 26 329
03:00 3 35 3 46
03:15 3 64 3 54
03:30 1 35 1 51
03:45 4 54 11 188 3 51 10 202 21 390
04:00 5 43 3 51
04:15 4 42 6 57
04:30 9 44 7 51
04:45 12 55 30 184 7 59 23 218 53 402
05:00 10 47 11 61
05:15 10 45 11 59
05:30 20 39 12 57
05:45 17 43 57 174 16 51 50 228 107 402
06:00 14 35 8 56
06:15 16 30 15 51
06:30 24 20 12 40
06:45 29 42 83 127 18 46 53 193 136 320
07:00 37 29 28 28
07:15 54 26 27 31
07:30 44 18 31 29
07:45 36 31 171 104 38 29 124 117 295 221
08:00 23 21 41 32
08:15 32 26 25 27
08:30 33 27 39 24
08:45 25 11 113 85 37 16 142 99 255 184
09:00 35 16 31 24
09:15 26 23 28 14
09:30 20 12 32 14
09:45 30 16 111 67 28 25 119 77 230 144
10:00 24 11 36 14
10:15 20 8 26 12
10:30 26 11 22 19
10:45 26 9 96 39 29 9 113 54 209 93
11:00 35 10 26 9
11:15 28 1 35 6
11:30 35 5 21 6
11:45 27 6 125 22 24 11 106 32 231 54
Total 839 1413 839 1413 790 1665 790 1665 1629 3078
Combined
Total 2252 2252 2455 2455 4707
AM Peak - 07:00 - - - 07:45 - - - - -
Vol. - 171 - - - 143 - - - - -
P.H.F. 0.792 0.872
PM Peak - - 03:15 - - - 04:45 - - - -
Vol. - - 196 - - - 236 - - - -
P.H.F. 0.766 0.967
Percentag
e 37.3% 62.7% 32.2% 67.8%
ADT/AADT ADT 4,707 AADT 4,707
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A152
Yale Street between Devonshire and Florida
21.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
152
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Yale St
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 38 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 5,486
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.33
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:
Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.
APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE
: October 25, 2023
21.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Yale Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Florida Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 1 46 X X 2
45 2 0 45 X X 2
44 0 0 44 0 Time
43 1 0 43 X 1 From: 11:40
42 1 1 42 X X 2
41 2 1 41 X X X 3 Time
40 1 1 40 X X 2 To: 12:05
39 0 0 39 0
38 2 6 38 X X X X X X X X 8 * Existing
37 4 4 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 4 2 36 X X X X X X 6 *
35 6 2 35 X X X X X X X X 8 P
34 5 7 34 X X X X X X X X X X X X 12 A
33 3 2 33 X X X X X 5 C
32 4 9 32 X X X X X X X X X X X X X 13 E
31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 * % Over Pace: 16% 8% 12% 29 1 3 29 X X X X 4 *
28 1 0 28 X 1 % In Pace: 74% 84% 79%
27 0 0 27 0
26 0 1 26 X 1 % Under Pace: 10% 8% 9%
25 3 1 25 X X X X 4
24 1 1 24 X X 2 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 29 - 38MPH 29 - 38MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/16/23
21.B
City of Hemet
Yale Street
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM143
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 47 6 42
12:15 8 45 5 50
12:30 6 45 5 40
12:45 3 37 19 174 4 54 20 186 39 360
01:00 4 41 5 43
01:15 5 50 7 47
01:30 3 44 3 30
01:45 4 46 16 181 2 42 17 162 33 343
02:00 1 37 3 37
02:15 5 36 4 47
02:30 0 57 2 52
02:45 2 50 8 180 1 70 10 206 18 386
03:00 3 42 5 55
03:15 2 61 5 56
03:30 1 45 2 51
03:45 4 57 10 205 5 55 17 217 27 422
04:00 5 65 4 51
04:15 5 50 11 54
04:30 8 57 9 52
04:45 9 60 27 232 11 57 35 214 62 446
05:00 9 62 12 62
05:15 6 48 11 61
05:30 15 56 22 48
05:45 23 51 53 217 18 57 63 228 116 445
06:00 12 46 12 48
06:15 15 29 14 44
06:30 23 25 15 42
06:45 27 56 77 156 22 52 63 186 140 342
07:00 34 42 36 38
07:15 50 38 25 39
07:30 39 30 36 31
07:45 31 40 154 150 43 42 140 150 294 300
08:00 39 29 42 40
08:15 26 31 30 28
08:30 36 37 45 34
08:45 33 19 134 116 39 16 156 118 290 234
09:00 54 20 38 25
09:15 33 23 38 16
09:30 26 17 37 16
09:45 34 15 147 75 33 28 146 85 293 160
10:00 29 12 41 14
10:15 38 12 29 14
10:30 32 14 27 21
10:45 32 10 131 48 34 9 131 58 262 106
11:00 48 10 36 6
11:15 33 2 47 9
11:30 38 11 30 9
11:45 35 6 154 29 36 12 149 36 303 65
Total 930 1763 930 1763 947 1846 947 1846 1877 3609
Combined
Total 2693 2693 2793 2793 5486
AM Peak - 07:15 - - - 07:45 - - - - -
Vol. - 159 - - - 160 - - - - -
P.H.F. 0.795 0.889
PM Peak - - 04:00 - - - 02:30 - - - -
Vol. - - 232 - - - 233 - - - -
P.H.F. 0.892 0.832
Percentag
e 34.5% 65.5% 33.9% 66.1%
ADT/AADT ADT 5,486 AADT 5,486
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix B CVC Sections 22358.6 and
22358.8
21.B
Cal. Veh. Code § 22358.6
Section 22358.6 - Rounding speed limits in relation to free-flowing traffic (a)The Department of Transportation shall, in the next scheduled revision, revise andthereafter maintain the California Manual on Uniform Traffic Control Devices to require theDepartment of Transportation or a local authority to round speed limits to the nearest fivemiles per hour of the 85th percentile of the free-flowing traffic.(b)In cases in which the speed limit needs to be rounded down to the nearest five miles perhour increment of the 85th-percentile speed, the Department of Transportation or a localauthority may lower the speed limit by five miles per hour from the nearest five mile perhour increment of the 85th-percentile speed, in compliance with Sections 627 and 22358.5and the California Manual on Uniform Traffic Control Devices, as it read on March 30,2021, if the reasons for the lower speed limit are documented in an engineering and trafficsurvey. The Department of Transportation or a local authority may also take intoconsideration Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, if applicable.(c)In cases in which the speed limit needs to be rounded up to the nearest five miles perhour increment of the 85th-percentile speed, the Department of Transportation or a localauthority may decide to instead round down the speed limit to the lower five miles per hourincrement. If the speed limit is rounded down pursuant to this subdivision, the speed limitshall not be reduced any further pursuant to subdivision (b).(d)In addition to subdivisions (b) and (c), a local authority may additionally lower the speedlimit as provided in Section 22358.7.(e)The total reduction in the speed limit pursuant to subdivisions (a) to (d), inclusive, shallnot exceed 12.4 miles per hour from the 85th percentile speed.(f)Notwithstanding subdivisions (a) to (e), inclusive, a local authority may retain thecurrently adopted speed limit as provided in Section 22358.8 without further reduction, orrestore the immediately prior adopted speed limit as provided in Section 22358.8 withoutfurther reduction.
Ca. Veh. Code § 22358.6
Amended by Stats 2022 ch 406 (AB 1938),s 2, eff. 1/1/2023.Added by Stats 2021 ch 690 (AB 43),s 6, eff. 1/1/2022. 1
21.B
Cal. Veh. Code § 22358.8
Section 22358.8 - Retaining or restoring speed limit
(a)If a local authority, after completing an engineering and traffic survey, finds that thespeed limit is still more than is reasonable or safe, the local authority may, by ordinance,retain the currently adopted speed limit or restore the immediately prior adopted speed limitif that speed limit was established with an engineering and traffic survey and if a registeredengineer has evaluated the section of highway and determined that no additional generalpurpose lanes have been added to the roadway since completion of the traffic survey thatestablished that speed limit.(b)This section does not authorize a speed limit to be reduced by any more than five milesper hour from the currently adopted speed limit nor below the immediately prior speedlimit.(c)A local authority shall issue only warning citations for violations of exceeding the speedlimit by 10 miles per hour or less for the first 30 days that a lower speed limit is in effect asauthorized by this section.
Ca. Veh. Code § 22358.8
Amended by Stats 2022 ch 406 (AB 1938),s 3, eff. 1/1/2023.Added by Stats 2021 ch 690 (AB 43),s 8, eff. 1/1/2022. 1
21.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix C Previous Speed Survey
Summary Sheets
21.B
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21.B
CITY OF HEMET ORDINANCE NO. XXXX 1
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CITY OF HEMET
HEMET, CALIFORNIA
ORDINANCE NO. xxxx
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF HEMET, CALIFORNIA ACTING IN ITS CAPACITY AS
THE LEGISLATIVE BODY OF CITY OF HEMET
UPDATING SECTION 78-69 (B) OF ARTICLE III OF THE
HEMET MUNICIPAL CODE
WHEREAS, Sections 22357 and 22358 of the California Vehicle Code (CVC) requires that certain local speed limits be determined and based on the Engineering & Traffic Survey (E&TS) reports and that these speed limits are established by local ordinance; and
WHEREAS, Section 40802 of the CVC requires that the E&TS studies be conducted every five (5) years where enforcement of the speed limit involves the use of a radar device that measures the speed of moving vehicles. The five-year application of the survey findings can be extended to seven (7) years if the officer using the radar/laser device is properly certified in its use, and If the used electronic device was calibrated within three (3) years of the alleged violations Additionally, the E&TS studies can be extended for three (3) more years if a registered engineer determines that no significant changes have occurred on the roadway after seven years; and WHEREAS, the E&TS data was collected on 152 roadway segments of 41 different roadways in the City of Hemet; and
WHEREAS, the survey concluded that the following 111 segments studied are recommended for no speed limit changes and should remain as posted:
21.B
CITY OF HEMET ORDINANCE NO. XXXX 2
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1. Acacia Avenue (from Gilbert to State) - Remain at 30 MPH
2. Acacia Avenue (from State to East City Limit) - Remain at 30 MPH
3. Buena Vista Street (from North City Limit to Menlo) - Remain at 35 MPH
4. Buena Vista Street (from Menlo to Oakland) - Remain at 30 MPH
5. Buena Vista Street (from Florida to Stetson) - Remain at 35 MPH
6. Buena Vista Street (from Stetson to Chambers) - Remain at 30 MPH
7. California Avenue (from Tres Cerritos to Devonshire) - Remain at 45 MPH
8. California Avenue (from Devonshire to Florida) - Remain at 45 MPH
9. Cawston Avenue (from Menlo to Devonshire) - Remain at 30 MPH
10. Cawston Avenue (from Devonshire to Florida) – Remain (not posted)
11. Cawston Avenue (from Stetson to Mustang) - Remain at 35 MPH
12. Columbia Street (from Park to Devonshire) - Remain at 35 MPH
13. Cornell Street (from Park to Florida) - Remain at 30 MPH
14. Cypress Street (from Kirby to Wimbledon) - Remain at 30 MPH
15. Devonshire Avenue (from California to Warren) - Remain at 45 MPH
16. Devonshire Avenue (from Cawston to Sanderson) - Remain at 40 MPH
17. Devonshire Avenue (from Kirby to Lyon) - Remain at 30 MPH
18. Devonshire Avenue (from Lyon to State) - Remain at 30 MPH
19. Devonshire Avenue (from State to Thompson) - Remain at 30 MPH
20. Devonshire Avenue (from Santa Fe to San Jacinto) - Remain at 30 MPH
21. Devonshire Avenue (from San Jacinto to Girard) - Remain at 30 MPH
22. Domenigoni Parkway (from Winchester to Warren) - Remain at 65 MPH
23. Domenigoni Parkway (from Warren to Sanderson) - Remain at 65 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 3
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24. Domenigoni Parkway (from Sanderson to State) - Remain at 65 MPH
25. Eaton Avenue (from Cawston to Sanderson) - Remain at 40 MPH
26. Eaton Avenue (from Sanderson to Kirby) - Remain at 40 MPH
27. Eaton Avenue (from Kirby to Lyon) - Remain at 40 MPH
28. Eaton Avenue (from Lyon to Palm) - Remain at 35 MPH
29. Esplanade Avenue (from Sanderson to Kirby) - Remain at 45 MPH
30. Fruitvale Avenue (from Cawston to Sanderson) - Remain at 35 MPH
31. Fruitvale Avenue (from Sanderson to Kirby) - Remain at 25 MPH
32. Fruitvale Avenue (from Kirby to Lyon) - Remain at 35 MPH
33. Garland Way (from Kirby to Johnston) - Remain at 30 MPH
34. Gilbert Street (from Johnston to Stetson) - Remain at 30 MPH
35. Girard Street (from Oakland to Devonshire) - Remain at 30 MPH
36. Girard Street (from Devonshire to Florida) - Remain at 30 MPH
37. Hemet Street (from Washington to Wanda) - Remain at 40 MPH
38. Hemet Street (from Charlton to Lincoln) - Remain at 35 MPH
39. Hemet Street (from Lincoln to Florida) - Remain at 30 MPH
40. Johnston Avenue (from Sanderson to Kirby) - Remain at 30 MPH
41. Johnston Avenue (from Kirby to Lyon) - Remain at 35 MPH
42. Johnston Avenue (from Lyon to Palm) - Remain at 30 MPH
43. Kirby Street (from Esplanade to Commonwealth) - Remain at 35 MPH
44. Kirby Street (from Commonwealth to Fruitvale) - Remain at 35 MPH
45. Kirby Street (from Menlo to Devonshire) - Remain at 45 MPH
46. Kirby Street (from Devonshire to Florida) - Remain at 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 4
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47. Kirby Street (from Johnston to Stetson) - Remain at 35 MPH
48. Lake Street (from Ramoma Expr. to Charlton) - Remain at 35 MPH
49. Lake Street (from Charlton to Florida) - Remain at 30 MPH
50. Latham Avenue (from Gilmore to Lyon) - Remain at 35 MPH
51. Latham Avenue (from Lyon to Elk) - Remain at 35 MPH
52. Latham Avenue (from Elk to Palm) - Remain at 30 MPH
53. Latham Avenue (from Palm to State) - Remain at 30 MPH
54. Lyon Avenue (from Esplanade to Menlo) - Remain at 40 MPH
55. Lyon Avenue (from Menlo to Devonshire) - Remain at 40 MPH
56. Lyon Avenue (from Latham to Florida) - Remain at 25 MPH
57. Lyon Avenue (from Stetson to Chambers) - Remain at 40 MPH
58. Menlo Avenue (from Cawston to Sanderson) - Remain at 40 MPH
59. Menlo Avenue (from Palm to State) - Remain at 40 MPH
60. Menlo Avenue (from State to Santa Fe) - Remain at 35 MPH
61. Menlo Avenue (from Santa Fe to San Jacinto) - Remain at 35 MPH
62. Menlo Avenue (from San Jacinto to Park\) - Remain at 35 MPH
63. Meridian Street (from Washington to Park) - Remain at 45 MPH
64. Millie Drive (from Eaton to Fruitvale) - Remain at 25 MPH
65. Mustang Way (from Fisher to Cawston) - Remain at 40 MPH
66. Oakland Avenue (from Cawston to Sanderson) - Remain at 35 MPH
67. Oakland Avenue (from Lyon to State) - Remain at 30 MPH
68. Oakland Avenue (from State to San Jacinto) - Remain at 30 MPH
69. Oakland Avenue (from San Jacinto to Park) - Remain at 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 5
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70. Palm Avenue (from Esplanade to Oakland) - Remain at 40 MPH
71. Palm Avenue (from Florida to Whittier) - Remain at 35 MPH
72. Palm Avenue (from Whittier to Stetson) - Remain at 30 MPH
73. Park Avenue (from North City Limit (W) to Dartmouth) - Remain at 40 MPH
74. Park Avenue (from Dartmouth to North City Limit (E)) - Remain at 40 MPH
75. Rexford Drive (from Dusty Hill to Mustang) - Remain at 25 MPH
76. San Jacinto Street (from Florida to Acacia) - Remain at 30 MPH
77. San Jacinto Street (from Acacia to Stetson) - Remain at 30 MPH
78. Sanderson Avenue (from Esplanade to Menlo) - Remain at 45 MPH
79. Sanderson Avenue (from Menlo to Devonshire) - Remain at 45 MPH
80. Sanderson Avenue (from Acacia to Stetson) - Remain at 45 MPH
81. Sanderson Avenue (from Stetson to Mustang) - Remain at 45 MPH
82. Sanderson Avenue (from Mustang to Domenigoni) - Remain at 45 MPH
83. Santa Fe Street (from NCL to Oakland) - Remain at 35 MPH
84. Santa Fe Street (from Acacia to Stetson) - Remain at 30 MPH
85. Seattle Street (from Menlo to Cawston) - Remain at 30 MPH
86. Seven Hills Drive (from Stetson to South End) - Remain at 25 MPH
87. Soboba Street (from Mountain to Berkley) - Remain at 40 MPH
88. Soboba Street (from Berkley to Charlton) - Remain at 40 MPH
89. Soboba Street (from Charlton to Lincoln) - Remain at 35 MPH
90. Soboba Street (from Lincoln to Florida) - Remain at 35 MPH
91. State Street (from Fruitvale to Menlo) - Remain at 40 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 6
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92. State Street (from Menlo to Oakland) - Remain at 40 MPH
93. State Street (from Oakland to Devonshire) - Remain at 40 MPH
94. State Street (from Devonshire to Latham) - Remain at 30 MPH
95. State Street (from Florida to Acacia) - Remain at 30 MPH
96. State Street (from Acacia to Central) - Remain at 30 MPH
97. State Street (from Central to Whittier) - Remain at 30 MPH
98. State Street (from Whittier to Johnston) - Remain at 35 MPH
99. State Street (from Johnston to Stetson) - Remain at 35 MPH 100. State Street (from Stetson to Thornton) - Remain at 35 MPH 101. State Street (from Domenigoni to Newport) - Remain at 55 MPH 102. Stetson Avenue (from Warren to Cawston) - Remain at 50 MPH 103. Stetson Avenue (from Cawston to Sanderson) - Remain at 50 MPH 104. Stetson Avenue (from Lyon to Palm) - Remain at 45 MPH 105. Stetson Avenue (from State to San Jacinto) - Remain at 35 MPH 106. Thornton Avenue (from Palm to State) - Remain at 35 MPH 107. Warren Road (from Stetson to Mustang) - Remain at 45 MPH 108. Whittier Avenue (from Lyon to Palm) - Remain at 35 MPH 109. Whittier Avenue (from Palm to Gilbert) - Remain at 30 MPH 110. Yale Street (from Park to Oakland) - Remain at 35 MPH 111. Yale Street (from Oakland to Devonshire) - Remain at 35 MPH 112. Yale Street (from Devonshire to Florida) - Remain at 35 MPH WHEREAS, the Citywide E&TS has recommended the following two street segments for speed limit decreases as noted below:
21.B
CITY OF HEMET ORDINANCE NO. XXXX 7
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1. Lyon Avenue (from Devonshire to Latham) – Reduce to 30 MPH
2. Stetson Avenue (from Palm to State) – Reduce to 35 MPH; and WHEREAS, the Citywide E&TS has recommended the following eight segments currently not posted be posted at the speeds shown below:
1. Columbia Street (from Devonshire to Florida) – Post at 35 MPH
2. Gilbert Street (from Oakland to Florida) – Post at 35 MPH
3. Girard Street (from Menlo to Oakland) – Post at 35 MPH
4. Mustang Way (from Warren to Fisher) – Post at 40 MPH
5. Palm Avenue (from Oakland to Florida) – Post at 35 MPH
6. Santa Fe Street (from Devonshire to Florida) – Post at 25 MPH
7. Santa Fe Street (from Florida to Acacia) – Post at 30 MPH
8. Warren Road (from Mustang to Simpson) – Post at 50 MPH; and WHEREAS, the Citywide E&TS has recommended the following thirty-one segments for speed limit increases as noted below:
1. Acacia Avenue (from Florida to Sanderson) – Increase to 50 MPH
2. Acacia Avenue (from Sanderson to Kirby) – Increase to 45 MPH
3. Acacia Avenue (from Kirby to Lyon) – Increase to 40 MPH
4. Acacia Avenue (from Lyon to Gilbert) – Increase to 35 MPH
5. Devonshire Avenue (from Warren to Old Warren) – Increase to 45 MPH
6. Devonshire Avenue (from Old Warren to Cawston) – Increase to 35 MPH
7. Devonshire Avenue (from Sanderson to Kirby) – Increase to 35 MPH
8. Devonshire Avenue (from Girard to Cornell) – Increase to 45 MPH
9. Esplanade Avenue (from Kirby to Lyon) – Increase to 45 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 8
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10. Esplanade Avenue (from Lyon to Palm) – Increase to 45 MPH
11. Esplanade Avenue (from Palm to State) – Increase to 45 MPH
12. Hemet Street (from Wanda to Charlton) – Increase to 40 MPH
13. Johnston Street (from Palm to Gilbert) – Increase to 35 MPH
14. Kirby Street (from Fruitvale to Menlo) – Increase to 40 MPH
15. Kirby Street (from Florida to Acacia) – Increase to 40 MPH
16. Kirby Street (from Acacia to Johnston) – Increase to 40 MPH
17. Lyon Avenue (from Florida to Acacia) – Increase to 35 MPH
18. Lyon Avenue (from Acacia to Johnston) – Increase to 30 MPH
19. Menlo Avenue (from Sanderson to Kirby) – Increase to 45 MPH
20. Menlo Avenue (from Kirby to Lyon) – Increase to 45 MPH
21. Menlo Avenue (from Lyon to Palm) – Increase to 45 MPH
22. Sanderson Avenue (from Devonshire to Florida) – Increase to 35 MPH
23. Sanderson Avenue (from Florida to Acacia) – Increase to 35 MPH
24. State Street (from Esplanade to Fruitvale) – Increase to 50 MPH
25. State Street (from Latham to Florida) – Increase to 30 MPH
26. State Street (from Thornton to Rocking A Ranch Rd) – Increase to 40 MPH
27. State Street (from Rocking A Ranch Rd to Domenigoni) – Increase to 55 MPH
28. Stetson Avenue (from Sanderson to Lyon) – Increase to 50 MPH
29. Thornton Avenue (from Lyon to Palm) – Increase to 40 MPH
30. Thornton Avenue (from State to Santa Fe) – Increase to 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 9
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WHEREAS, the Police Department has reviewed the E&TS results and recommends approval and implementation of the report’s recommend; and WHEREAS, the City Council finds that the new speed limits will facilitate the orderly movement of vehicular traffic; and
WHEREAS, the City Council finds that the new speed limits are safe and reasonable; and
WHEREAS, a copy of the E&TS is on file in the office of the City Clerk; and WHEREAS, subsequent to the public hearing, the City Council adopted a resolution entitled “Resolution of Formation of the City Council of the City of Hemet, California, to Establish City of Hemet Community Facilities District No. 2021-01 (Saddle Point), to Establish an Appropriations Limit therefor, to Authorize the Submittal of the Levy of Special Taxes, and to Submit the Establishment of an Appropriations Limit, to the Qualified Electors of such Community Facilities District” (the “Resolution of Formation”) which established the CFD and authorized the levy of a special tax within the CFD; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF HEMET DOES HEREBY ORDAIN AS FOLLOWS:
1.Recitals. The above recitals are all true and correct.
2.Amendment of Section 78-69 (b) of Article III By the passage of this Ordinance, the City of Hemet Municipal Code is hereby amended to read as follows:
Sec. 78-69. - Speed limits.
(a) Pursuant to Vehicle Code § 22358, the city council makes the following
21.B
CITY OF HEMET ORDINANCE NO. XXXX 10
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findings: (1) The portions of the streets within the city which are referred to in this section have been subjected to an engineering and traffic survey. (2) The prima facie limits established in this section are based on the engineering and traffic survey. (3) The prima facie speed limits established in this section are appropriate to facilitate the orderly movement of traffic and are reasonable and safe.
(b) The following prima facie speed zones are hereby established:
1. Acacia Avenue (from Florida to Sanderson) – 50 MPH
2. Acacia Avenue (from Sanderson to Kirby) – 45 MPH
3. Acacia Avenue (from Kirby to Lyon) – 40 MPH
4. Acacia Avenue (from Lyon to Gilbert) – 35 MPH
5. Acacia Avenue (from Gilbert to State) - 30 MPH
6. Acacia Avenue (from State to East City Limit) - 30 MPH
7. Buena Vista Street (from North City Limit to Menlo) - 35 MPH
8. Buena Vista Street (from Menlo to Oakland) - 30 MPH
9. Buena Vista Street (from Florida to Stetson) - 35 MPH
10. Buena Vista Street (from Stetson to Chambers) - 30 MPH
11. California Avenue (from Tres Cerritos to Devonshire) - 45 MPH
12. California Avenue (from Devonshire to Florida) - 45 MPH
13. Cawston Avenue (from Devonshire to Florida) – Not posted
14. Cawston Avenue (from Menlo to Devonshire) - 30 MPH
15. Cawston Avenue (from Stetson to Mustang) - 35 MPH
16. Columbia Street (from Park to Devonshire) - 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 11
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17. Columbia Street (from Devonshire to Florida) - 35 MPH
18. Cornell Street (from Park to Florida) - 30 MPH
19. Cypress Street (from Kirby to Wimbledon) - 30 MPH
20. Devonshire Avenue (from California to Warren) - 45 MPH
21. Devonshire Avenue (from Warren to Old Warren) – 45 MPH
22. Devonshire Avenue (from Old Warren to Cawston) – 45 MPH
23. Devonshire Avenue (from Cawston to Sanderson) – 45 MPH
24. Devonshire Avenue (from Sanderson to Kirby) – 35 MPH
25. Devonshire Avenue (from Kirby to Lyon) - 30 MPH
26. Devonshire Avenue (from Lyon to State) - 30 MPH
27. Devonshire Avenue (from State to Thompson) - 30 MPH
28. Devonshire Avenue (from Santa Fe to San Jacinto) - 30 MPH
29. Devonshire Avenue (from San Jacinto to Girard) - 30 MPH
30. Devonshire Avenue (from Girard to Cornell) – 35 MPH
31. Domenigoni Parkway (from Winchester to Warren) - 65 MPH
32. Domenigoni Parkway (from Warren to Sanderson) - 65 MPH
33. Domenigoni Parkway (from Sanderson to State) - 65 MPH
34. Eaton Avenue (from Cawston to Sanderson) - 40 MPH
35. Eaton Avenue (from Sanderson to Kirby) - 40 MPH
36. Eaton Avenue (from Kirby to Lyon) - 40 MPH
37. Eaton Avenue (from Lyon to Palm) - 35 MPH
38. Esplanade Avenue (from Sanderson to Kirby) - 45 MPH
39. Esplanade Avenue (from Kirby to Lyon) – 45 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 12
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40. Esplanade Avenue (from Lyon to Palm) – 45 MPH
41. Esplanade Avenue (from Palm to State) – 45 MPH
42. Fruitvale Avenue (from Cawston to Sanderson) - 35 MPH
43. Fruitvale Avenue (from Sanderson to Kirby) - 25 MPH
44. Fruitvale Avenue (from Kirby to Lyon) - 35 MPH
45. Garland Way (from Kirby to Johnston) - 30 MPH
46. Gilbert Street (from Oakland to Florida) – Post at 35 MPH
47. Gilbert Street (from Johnston to Stetson) - 30 MPH
48. Girard Street (from Menlo to Oakland) – Post at 35 MPH
49. Girard Street (from Oakland to Devonshire) - 30 MPH
50. Girard Street (from Devonshire to Florida) - 30 MPH
51. Hemet Street (from Washington to Wanda) - 40 MPH
52. Hemet Street (from Wanda to Charlton) – 40 MPH
53. Hemet Street (from Charlton to Lincoln) - 35 MPH
54. Hemet Street (from Lincoln to Florida) - 30 MPH
55. Johnston Avenue (from Sanderson to Kirby) - 30 MPH
56. Johnston Avenue (from Kirby to Lyon) - 35 MPH
57. Johnston Avenue (from Lyon to Palm) - 30 MPH
58. Johnston Street (from Palm to Gilbert) – 35 MPH
59. Kirby Street (from Esplanade to Commonwealth) - 35 MPH
60. Kirby Street (from Commonwealth to Fruitvale) - 35 MPH
61. Kirby Street (from Fruitvale to Menlo) – 40 MPH
62. Kirby Street (from Menlo to Devonshire) - 45 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 13
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63. Kirby Street (from Devonshire to Florida) - 35 MPH
64. Kirby Street (from Florida to Acacia) – 40 MPH
65. Kirby Street (from Acacia to Johnston) – 40 MPH
66. Kirby Street (from Johnston to Stetson) - 35 MPH
67. Lake Street (from Ramona Expr. to Charlton) - 35 MPH
68. Lake Street (from Charlton to Florida) - 30 MPH
69. Latham Avenue (from Gilmore to Lyon) - 35 MPH
70. Latham Avenue (from Lyon to Elk) - 35 MPH
71. Latham Avenue (from Elk to Palm) - 30 MPH
72. Latham Avenue (from Palm to State) - 30 MPH
73. Lyon Avenue (from Esplanade to Menlo) - 40 MPH
74. Lyon Avenue (from Menlo to Devonshire) - 40 MPH
75. Lyon Avenue (from Devonshire to Latham) – 30 MPH
76. Lyon Avenue (from Latham to Florida) - 25 MPH
77. Lyon Avenue (from Florida to Acacia) – 35 MPH
78. Lyon Avenue (from Acacia to Johnston) – 30 MPH
79. Lyon Avenue (from Stetson to Chambers) - 40 MPH
80. Menlo Avenue (from Cawston to Sanderson) - 40 MPH
81. Menlo Avenue (from Sanderson to Kirby) – 45 MPH
82. Menlo Avenue (from Kirby to Lyon) – 45 MPH
83. Menlo Avenue (from Lyon to Palm) – 45 MPH
84. Menlo Avenue (from Palm to State) - 40 MPH
85. Menlo Avenue (from State to Santa Fe) - 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 14
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86. Menlo Avenue (from Santa Fe to San Jacinto) - 35 MPH
87. Menlo Avenue (from San Jacinto to Park) - 35 MPH
88. Meridian Street (from Washington to Park) - 45 MPH
89. Millie Drive (from Eaton to Fruitvale) - 25 MPH
90. Mustang Way (from Warren to Fisher) – Post at 40 MPH
91. Mustang Way (from Fisher to Cawston) - 40 MPH
92. Mustang Way (from Cawston to Sanderson) - 35 MPH
93. Oakland Avenue (from Lyon to State) - 30 MPH
94. Oakland Avenue (from State to San Jacinto) - 30 MPH
95. Oakland Avenue (from San Jacinto to Park) - 35 MPH
96. Palm Avenue (from Esplanade to Oakland) - 40 MPH
97. Palm Avenue (from Oakland to Florida) – Post at 35 MPH
98. Palm Avenue (from Florida to Whittier) - 35 MPH
99. Palm Avenue (from Whittier to Stetson) - 30 MPH
100. Park Avenue (from North City Limit (W) to Dartmouth) - 40 MPH 101. Park Avenue (from Dartmouth to North City Limit (E)) - 40 MPH 102. Rexford Drive (from Dusty Hill to Mustang) - 25 MPH 103. San Jacinto Street (from Florida to Acacia) - 30 MPH 104. San Jacinto Street (from Acacia to Stetson) - 30 MPH 105. Sanderson Avenue (from Esplanade to Menlo) - 45 MPH 106. Sanderson Avenue (from Menlo to Devonshire) - 45 MPH 107. Sanderson Avenue (from Devonshire to Florida) - 35 MPH 108. Sanderson Avenue (from Florida to Acacia) - 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 15
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109. Sanderson Avenue (from Acacia to Stetson) - 45 MPH 110. Sanderson Avenue (from Stetson to Mustang) - 45 MPH 111. Sanderson Avenue (from Mustang to Domenigoni) - 45 MPH 112. Santa Fe Street (from NCL to Oakland) - 35 MPH
113. Santa Fe Street (from Devonshire to Florida) – 25 MPH 114. Santa Fe Street (from Florida to Acacia) – 30 MPH
115. Santa Fe Street (from Acacia to Stetson) - 30 MPH
116. Seattle Street (from Menlo to Cawston) - 30 MPH
117. Seven Hills Drive (from Stetson to South End) - 25 MPH 118. Soboba Street (from Mountain to Berkley) - 40 MPH
119. Soboba Street (from Berkley to Charlton) - 40 MPH
120. Soboba Street (from Charlton to Lincoln) - 35 MPH
121. Soboba Street (from Lincoln to Florida) - 35 MPH
122. State Street (from Esplanade to Fruitvale) – 50 MPH 123. State Street (from Fruitvale to Menlo) - 40 MPH
124. State Street (from Menlo to Oakland) - 40 MPH
125. State Street (from Oakland to Devonshire) - 40 MPH 126. State Street (from Devonshire to Latham) - 30 MPH
127. State Street (from Latham to Florida) – 30 MPH
128. State Street (from Florida to Acacia) - 30 MPH
129. State Street (from Acacia to Central) - 30 MPH
130. State Street (from Central to Whittier) - 30 MPH
131. State Street (from Whittier to Johnston) - 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 16
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132. State Street (from Johnston to Stetson) - 35 MPH
133. State Street (from Stetson to Thornton) - 35 MPH
134. State Street (from Thornton to Rocking A Ranch Rd) – 45 MPH 135. State Street (from Rocking A Ranch Rd to Domenigoni) – 55 MPH 136. State Street (from Domenigoni to Newport) - 55 MPH 137. Stetson Avenue (from Warren to Cawston) - 50 MPH
138. Stetson Avenue (from Sanderson to Lyon) – Increase to 50 MPH 139. Stetson Avenue (from Cawston to Sanderson) - 50 MPH 140. Stetson Avenue (from Lyon to Palm) - 45 MPH
141. Stetson Avenue (from Palm to State) – 35 MPH
142. Stetson Avenue (from State to San Jacinto) - 35 MPH 143. Thornton Avenue (from Lyon to Palm) – 40 MPH
144. Thornton Avenue (from Palm to State) - 35 MPH
145. Thornton Avenue (from State to Santa Fe) – 35 MPH
146. Warren Road (from Stetson to Mustang) - 45 MPH
147. Warren Road (from Mustang to Simpson) –50 MPH
148. Whittier Avenue (from Lyon to Palm) - 35 MPH
149. Whittier Avenue (from Palm to Gilbert) - 30 MPH
150. Yale Street (from Park to Oakland) - 35 MPH
151. Yale Street (from Oakland to Devonshire) - 35 MPH
152. Yale Street (from Devonshire to Florida) - 35 MPH
21.B
CITY OF HEMET ORDINANCE NO. XXXX 17
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21.B
CITY OF HEMET ORDINANCE NO. XXXX 18
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INTRODUCED at the regular meeting of Hemet City Council on November 14, 2023.
APPROVED AND ADOPTED this 12th day of, December 2023.
_________________________
Joe Males, Mayor
ATTEST:
_________________________
John Paul Maier, City Clerk
21.B
CITY OF HEMET ORDINANCE NO. XXXX 19
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State of California )
County of Riverside )
City of Hemet )
I, John Paul Maier, City Clerk of the City of Hemet, do hereby certify that the foregoing Ordinance is the actual Ordinance adopted by the City Council of the City of Hemet and was passed at a regular meeting of the City Council on the 12th day of December 2023.
AYES: Council Members:
NOES: Council Members:
ABSTAIN: Council Members:
ABSENT: Council Members:
_________________________________
John Paul Maier, City Clerk
21.B