Agenda — Hemet City Council, November 14, 2023 (part 8 of 9)

21.B

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City of Hemet
Kirby Street
B/ Acacia Avenue - Johnston Avenue
24 Hour Directional Volume Count

HEM057
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 13 99 8 128
12:15 7 132 10 148
12:30 6 107 8 122
12:45 8 110 34 448 3 121 29 519 63 967
01:00 3 113 5 135
01:15 6 123 9 130
01:30 0 105 6 124
01:45 1 98 10 439 7 118 27 507 37 946
02:00 4 108 3 140
02:15 3 122 5 128
02:30 2 129 6 116
02:45 3 123 12 482 5 144 19 528 31 1010
03:00 2 114 8 133
03:15 10 106 2 149
03:30 9 124 7 151
03:45 18 128 39 472 7 129 24 562 63 1034
04:00 12 133 4 172
04:15 16 122 4 176
04:30 14 117 7 155
04:45 21 112 63 484 11 175 26 678 89 1162
05:00 18 122 19 138
05:15 24 111 28 144
05:30 29 105 15 151
05:45 35 101 106 439 33 142 95 575 201 1014
06:00 38 103 23 128
06:15 39 89 22 121
06:30 38 97 26 119
06:45 61 97 176 386 39 118 110 486 286 872
07:00 62 87 54 122
07:15 85 82 54 84
07:30 89 72 86 98
07:45 87 60 323 301 81 71 275 375 598 676
08:00 73 54 72 67
08:15 73 52 75 83
08:30 88 47 82 59
08:45 91 35 325 188 57 46 286 255 611 443
09:00 80 21 68 63
09:15 67 28 83 43
09:30 86 25 79 52
09:45 99 31 332 105 73 38 303 196 635 301
10:00 95 31 79 38
10:15 92 19 101 26
10:30 104 10 96 18
10:45 101 12 392 72 96 20 372 102 764 174
11:00 91 15 108 26
11:15 96 14 98 22
11:30 88 9 121 16
11:45 91 7 366 45 114 7 441 71 807 116
Total 2178 3861 2178 3861 2007 4854 2007 4854 4185 8715 Combined
Total 6039 6039 6861 6861 12900
AM Peak - 10:00 - - - 11:00 - - - - -
Vol. - 392 - - - 441 - - - - -
P.H.F. 0.942 0.911
PM Peak - - 03:30 - - - 04:00 - - - -
Vol. - - 507 - - - 678 - - - -
P.H.F. 0.953 0.963

Percentag
e 36.1% 63.9% 29.3% 70.7%
ADT/AADT ADT 12,900 AADT 12,900

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A66
Kirby Street between Johnston and Stetson

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

66 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Kirby St
From: Johnston Ave To: Stetson Ave

Date of Speed Survey: 3/16/2023
Critical Speed (85th) 42 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 81%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.29 Miles
Average Daily Traffic: 9,758
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - community park).

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 and conditions not readily apparent, 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

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21.B

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MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Kirby Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Johnston Avenue - Stetson 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: 10:40
52 0 0 52 0
51 0 0 51 0 Time
50 1 0 50 X 1 To: 11:00
49 1 1 49 X X 2
48 0 1 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH
46 0 1 46 X 1
45 1 0 45 X 1
44 0 0 44 0
43 2 3 43 X X X X X 5
42 3 4 42 X X X X X X X 7 *
41 5 2 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 * % Over Pace: 12% 6% 12% 39 4 3 39 X X X X X X X 7 P
38 2 3 38 X X X X X 5 A % In Pace: 84% 78% 81%
37 6 4 37 X X X X X X X X X X 10 C
36 4 6 36 X X X X X X X X X X 10 E % Under Pace: 4% 16% 7% 35 4 5 35 X X X X X X X X X 9 *
34 2 5 34 X X X X X X X 7 * Average Speed: 38 MPH 37 MPH 38 MPH 33 6 3 33 X X X X X X X X X 9 *
32 1 1 32 X X 2 Pace Speed: 33 - 42MPH 34 - 43MPH 33 - 42MPH 31 1 1 31 X X 2
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed:33 MPH 33 MPH 33 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:38 MPH 37 MPH 37 MPH 26 0 0 26 0
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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

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21.B

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City of Hemet
Kirby Street
B/ Johnston Avenue - Stetson Avenue
24 Hour Directional Volume Count

HEM058
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 11 73 5 100
12:15 4 80 3 115
12:30 7 72 3 108
12:45 4 83 26 308 3 104 14 427 40 735
01:00 2 87 3 100
01:15 3 76 5 92
01:30 1 68 3 85
01:45 1 81 7 312 2 90 13 367 20 679
02:00 1 77 3 113
02:15 1 94 4 107
02:30 0 108 3 92
02:45 1 99 3 378 5 91 15 403 18 781
03:00 3 107 4 100
03:15 3 86 5 116
03:30 6 106 5 124
03:45 6 111 18 410 6 99 20 439 38 849
04:00 3 99 10 131
04:15 7 86 12 122
04:30 7 100 16 105
04:45 6 84 23 369 10 126 48 484 71 853
05:00 10 78 20 94
05:15 10 86 30 94
05:30 14 84 18 94
05:45 12 75 46 323 33 107 101 389 147 712
06:00 19 82 29 91
06:15 24 69 22 72
06:30 20 60 30 92
06:45 32 59 95 270 36 82 117 337 212 607
07:00 39 66 57 82
07:15 60 47 73 49
07:30 66 49 77 53
07:45 72 39 237 201 66 55 273 239 510 440
08:00 45 33 70 53
08:15 50 46 63 48
08:30 67 33 82 37
08:45 63 28 225 140 62 40 277 178 502 318
09:00 59 26 51 41
09:15 53 25 78 31
09:30 64 25 81 32
09:45 87 20 263 96 66 31 276 135 539 231
10:00 69 24 62 24
10:15 77 14 85 16
10:30 73 8 84 18
10:45 73 8 292 54 79 9 310 67 602 121
11:00 70 14 85 13
11:15 69 9 101 16
11:30 71 8 97 9
11:45 69 7 279 38 88 7 371 45 650 83
Total 1514 2899 1514 2899 1835 3510 1835 3510 3349 6409 Combined
Total 4413 4413 5345 5345 9758
AM Peak - 09:45 - - - 11:00 - - - - -
Vol. - 306 - - - 371 - - - - -
P.H.F. 0.879 0.918
PM Peak - - 03:00 - - - 04:00 - - - -
Vol. - - 410 - - - 484 - - - -
P.H.F. 0.923 0.924

Percentag
e 34.3% 65.7% 34.3% 65.7%
ADT/AADT ADT 9,758 AADT 9,758

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A67
Lake Street between Ramona Expr and Charlton

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

67 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lake St
From: Ramona Expy To: Charlton Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 42 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 67%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,354
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.55
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) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

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

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21.B

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MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lake Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ramona Expressway - 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 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 2 0 51 X X 2 Time
50 0 0 50 0 To: 9:35
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH
46 0 0 46 0
45 1 0 45 X 1
44 2 2 44 X X X X 4
43 2 3 43 X X X X X 5
42 4 2 42 X X X X X X 6
41 2 4 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 2 1 40 X X X 3 * % Over Pace: 30% 16% 21%
39 4 4 39 X X X X X X X X 8 *
38 2 4 38 X X X X X X 6 P % In Pace: 66% 72% 67%
37 4 3 37 X X X X X X X 7 A
36 2 2 36 X X X X 4 C % Under Pace: 4% 12% 12%
35 4 4 35 X X X X X X X X 8 E
34 4 4 34 X X X X X X X X 8 * Average Speed: 38 MPH 36 MPH 37 MPH 33 4 5 33 X X X X X X X X X 9 *
32 3 5 32 X X X X X X X X 8 * Pace Speed: 31 - 40MPH 32 - 41MPH 32 - 41MPH 31 4 1 31 X X X X X 5
30 0 2 30 X X 2
29 1 1 29 X X 2 15th Percentile / Critical Speed:32 MPH 32 MPH 32 MPH 28 0 1 28 X 1
27 0 1 27 X 1 50th Percentile / Critical Speed:37 MPH 36 MPH 37 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed:43 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

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21.B

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Page 1 ends

City of Hemet
Lake Street
B/ Ramona Expressway - Charlton Avenue
24 Hour Directional Volume Count

HEM059
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 0 35 0 39
12:15 0 24 2 21
12:30 3 23 1 13
12:45 0 15 3 97 1 15 4 88 7 185
01:00 3 14 2 13
01:15 3 12 4 19
01:30 1 15 2 11
01:45 0 21 7 62 0 14 8 57 15 119
02:00 4 12 1 13
02:15 4 20 1 16
02:30 0 23 1 27
02:45 0 23 8 78 1 18 4 74 12 152
03:00 1 10 3 15
03:15 1 14 2 9
03:30 5 23 2 16
03:45 5 33 12 80 8 22 15 62 27 142
04:00 2 25 2 21
04:15 4 18 2 15
04:30 5 30 2 22
04:45 4 17 15 90 6 15 12 73 27 163
05:00 5 31 2 17
05:15 6 27 2 23
05:30 2 20 10 23
05:45 8 12 21 90 4 17 18 80 39 170
06:00 7 26 7 20
06:15 7 14 7 22
06:30 11 19 12 13
06:45 11 9 36 68 30 18 56 73 92 141
07:00 36 6 63 14
07:15 47 12 59 15
07:30 36 9 21 8
07:45 7 17 126 44 15 11 158 48 284 92
08:00 11 14 16 10
08:15 12 17 11 8
08:30 13 10 17 4
08:45 12 10 48 51 16 12 60 34 108 85
09:00 16 9 11 5
09:15 12 4 15 5
09:30 9 11 17 4
09:45 10 4 47 28 10 4 53 18 100 46
10:00 14 6 12 3
10:15 14 6 6 7
10:30 21 3 23 2
10:45 16 1 65 16 19 2 60 14 125 30
11:00 24 2 26 4
11:15 14 1 24 4
11:30 17 3 19 5
11:45 15 3 70 9 29 3 98 16 168 25
Total 458 713 458 713 546 637 546 637 1004 1350
Combined
Total 1171 1171 1183 1183 2354
AM Peak - 06:45 - - - 06:45 - - - - -
Vol. - 130 - - - 173 - - - - -
P.H.F. 0.691 0.687
PM Peak - - 03:45 - - - 12:00 - - - -
Vol. - - 106 - - - 88 - - - -
P.H.F. 0.803 0.564

Percentag
e 39.1% 60.9% 46.2% 53.8%
ADT/AADT ADT 2,354 AADT 2,354

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A68
Lake Street between Charlton and Florida

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

68 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lake St
From: Charlton Ave To: Florida Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 77%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,157
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.58
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, 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

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21.B

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MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lake Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Charlton 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 1 0 47 X 1 Date:
46 1 2 46 X X X 3
45 0 0 45 0
44 2 1 44 X X X 3 Time
43 0 0 43 0 From: 9:35
42 1 2 42 X X X 3
41 2 0 41 X X 2 Time
40 1 1 40 X X 2 To: 10:00
39 1 2 39 X X X 3
38 4 2 38 X X X X X X 6 * Existing
37 4 0 37 X X X X 4 * Speed Limit: 30 MPH
36 10 2 36 X X X X X X X X X X X X 12 *
35 4 5 35 X X X X X X X X X 9 P
34 3 7 34 X X X X X X X X X X 10 A
33 3 6 33 X X X X X X X X X 9 C
32 3 7 32 X X X X X X X X X X 10 E
31 3 4 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 1 4 30 X X X X X 5 * % Over Pace: 18% 16% 17%
29 2 3 29 X X X X X 5 *
28 2 0 28 X X 2 % In Pace: 74% 80% 77%
27 2 1 27 X X X 3
26 0 0 26 0 % Under Pace: 8% 4% 6%
25 0 0 25 0
24 0 1 24 X 1 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 0 23 0
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:31 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 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
3/8/23

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21.B

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Page 1 ends

City of Hemet
Lake Street
B/ Charlton Avenue - Florida Avenue
24 Hour Directional Volume Count

HEM060
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 1 22 0 17
12:15 2 17 2 15
12:30 3 24 1 21
12:45 3 17 9 80 1 18 4 71 13 151
01:00 3 30 2 15
01:15 0 26 1 31
01:30 2 30 1 21
01:45 0 40 5 126 1 22 5 89 10 215
02:00 1 48 1 25
02:15 2 39 1 62
02:30 4 19 3 35
02:45 3 18 10 124 2 23 7 145 17 269
03:00 2 37 3 24
03:15 2 24 6 34
03:30 3 22 3 26
03:45 2 34 9 117 2 20 14 104 23 221
04:00 6 51 12 25
04:15 3 36 3 20
04:30 4 25 5 24
04:45 5 27 18 139 2 25 22 94 40 233
05:00 3 37 4 29
05:15 4 38 5 17
05:30 5 27 8 27
05:45 3 29 15 131 11 26 28 99 43 230
06:00 10 30 8 18
06:15 12 26 11 17
06:30 9 25 17 13
06:45 22 22 53 103 22 13 58 61 111 164
07:00 71 21 38 27
07:15 73 15 54 12
07:30 22 26 52 13
07:45 22 16 188 78 26 13 170 65 358 143
08:00 12 21 26 11
08:15 19 19 26 10
08:30 27 16 26 10
08:45 24 10 82 66 23 8 101 39 183 105
09:00 32 18 14 8
09:15 11 16 15 14
09:30 10 23 22 8
09:45 14 11 67 68 17 7 68 37 135 105
10:00 16 9 15 8
10:15 21 12 15 7
10:30 22 7 14 5
10:45 27 9 86 37 17 7 61 27 147 64
11:00 20 9 17 3
11:15 21 2 22 5
11:30 14 7 16 4
11:45 17 4 72 22 9 7 64 19 136 41
Total 614 1091 614 1091 602 850 602 850 1216 1941
Combined
Total 1705 1705 1452 1452 3157
AM Peak - 06:45 - - - 07:00 - - - - -
Vol. - 188 - - - 170 - - - - -
P.H.F. 0.644 0.787
PM Peak - - 01:30 - - - 02:00 - - - -
Vol. - - 157 - - - 145 - - - -
P.H.F. 0.818 0.585

Percentag
e 36.0% 64.0% 41.5% 58.5%
ADT/AADT ADT 3,157 AADT 3,157

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A69
Latham Avenue between Gilmore and Lyon

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

69 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Latham Ave
From: Gilmore St To: Lyon Ave

Date of Speed Survey: 3/29/2023
Critical Speed (85th) 40 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 71%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,259
Total Accidents: 2
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) CVC 627(b)(2); CA -MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

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

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MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Gilmore Street - Lyon Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
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 2 44 X X 2 Time
43 1 1 43 X X 2 From: 9:00
42 0 4 42 X X X X 4
41 2 1 41 X X X 3 Time
40 1 2 40 X X X 3 To: 9:45
39 4 5 39 X X X X X X X X X 9 *
38 2 3 38 X X X X X 5 * Existing
37 1 5 37 X X X X X X 6 * Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 P
35 4 3 35 X X X X X X X 7 A
34 3 2 34 X X X X X 5 C
33 3 3 33 X X X X X X 6 E
32 5 7 32 X X X X X X X X X X X X 12 *
31 5 1 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 * % Over Pace: 8% 24% 16% 29 3 1 29 X X X X 4
28 2 0 28 X X 2 % In Pace: 70% 71% 71%
27 0 1 27 X 1
26 2 0 26 X X 2 % Under Pace: 22% 4% 13%
25 2 0 25 X X 2
24 1 0 24 X 1 Average Speed: 33 MPH 36 MPH 35 MPH
23 1 0 23 X 1
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:28 MPH 32 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 37 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 MPH 42 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 49 GRAND TOTALS99

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
3/29/23

Page 342 of 738 ends

21.B

Page 1262 of 1658 ends

Page 1 ends

City of Hemet
Latham Avenue
B/ Gilmore Street - Lyon Avenue
24 Hour Directional Volume Count

HEM061
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 3 13 1 32
12:15 0 24 0 34
12:30 0 18 1 28
12:45 0 15 3 70 0 32 2 126 5 196
01:00 1 29 0 26
01:15 0 25 0 23
01:30 0 18 0 26
01:45 0 13 1 85 0 29 0 104 1 189
02:00 0 19 2 26
02:15 2 28 1 22
02:30 0 16 1 32
02:45 1 15 3 78 0 25 4 105 7 183
03:00 0 16 1 37
03:15 0 21 2 32
03:30 0 21 0 22
03:45 0 22 0 80 1 21 4 112 4 192
04:00 0 29 1 26
04:15 2 16 2 20
04:30 0 30 3 28
04:45 2 14 4 89 2 16 8 90 12 179
05:00 2 17 2 43
05:15 1 27 4 28
05:30 4 27 5 24
05:45 0 23 7 94 3 24 14 119 21 213
06:00 4 13 2 26
06:15 3 15 5 25
06:30 5 13 3 20
06:45 3 13 15 54 8 17 18 88 33 142
07:00 4 19 9 13
07:15 10 12 4 18
07:30 7 12 7 10
07:45 9 11 30 54 9 13 29 54 59 108
08:00 5 13 16 15
08:15 6 9 12 15
08:30 15 2 20 10
08:45 11 9 37 33 23 14 71 54 108 87
09:00 13 5 15 9
09:15 9 7 15 3
09:30 18 4 17 9
09:45 14 8 54 24 18 5 65 26 119 50
10:00 12 3 19 3
10:15 12 2 24 2
10:30 15 3 21 1
10:45 15 3 54 11 24 7 88 13 142 24
11:00 12 2 29 1
11:15 15 2 29 2
11:30 13 1 26 1
11:45 18 0 58 5 33 1 117 5 175 10
Total 266 677 266 677 420 896 420 896 686 1573
Combined
Total 943 943 1316 1316 2259
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 58 - - - 117 - - - - -
P.H.F. 0.806 0.886
PM Peak - - 03:45 - - - 12:00 - - - -
Vol. - - 97 - - - 126 - - - -
P.H.F. 0.808 0.926

Percentag
e 28.2% 71.8% 31.9% 68.1%
ADT/AADT ADT 2,259 AADT 2,259

Page 343 of 738 ends

21.B

Page 1263 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A70
Latham Avenue between Lyon and Elk

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21.B

Page 1264 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

70 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Latham Ave
From: Lyon Ave To: Elk St

Date of Speed Survey: 3/29/2023
Critical Speed (85th) 43 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 69%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,947
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 speed, 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

Page 345 of 738 ends

21.B

Page 1265 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - Elk Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
49 0 1 49 X 1
48 0 0 48 0
47 0 0 47 0 Date:
46 1 1 46 X X 2
45 0 1 45 X 1
44 2 4 44 X X X X X X 6 Time
43 3 2 43 X X X X X 5 From: 9:45
42 3 2 42 X X X X X 5 *
41 3 2 41 X X X X X 5 * Time
40 2 2 40 X X X X 4 * To: 10:20
39 3 6 39 X X X X X X X X X 9 P
38 5 4 38 X X X X X X X X X 9 A Existing
37 4 5 37 X X X X X X X X X 9 C Speed Limit: 35 MPH
36 1 8 36 X X X X X X X X X 9 E
35 2 3 35 X X X X X 5 *
34 3 2 34 X X X X X 5 *
33 5 3 33 X X X X X X X X 8 *
32 0 1 32 X 1
31 3 1 31 X X X X 4 Eastbound Westbound Combined Statistics 30 3 0 30 X X X 3 % Over Pace: 12% 6% 15%
29 2 0 29 X X 2
28 2 1 28 X X X 3 % In Pace: 62% 78% 69%
27 0 0 27 0
26 1 0 26 X 1 % Under Pace: 26% 16% 16%
25 1 0 25 X 1
24 1 0 24 X 1 Average Speed: 36 MPH 38 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42MPH 35 - 44MPH 33 - 42MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 34 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:37 MPH 38 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:42 MPH 43 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 49 GRAND TOTALS99

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
3/29/23

Page 346 of 738 ends

21.B

Page 1266 of 1658 ends

Page 1 ends

City of Hemet
Latham Avenue
B/ Lyon Avenue - Elk Street
24 Hour Directional Volume Count

HEM062
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 6 21 0 45
12:15 2 39 2 48
12:30 2 45 2 33
12:45 6 35 16 140 4 38 8 164 24 304
01:00 3 50 0 41
01:15 1 36 0 27
01:30 2 32 1 41
01:45 1 41 7 159 1 50 2 159 9 318
02:00 3 46 1 38
02:15 2 34 1 39
02:30 2 38 3 43
02:45 1 46 8 164 0 40 5 160 13 324
03:00 1 32 1 52
03:15 0 52 5 39
03:30 1 44 1 43
03:45 0 53 2 181 1 42 8 176 10 357
04:00 1 44 1 53
04:15 2 45 4 32
04:30 1 41 3 38
04:45 0 32 4 162 2 34 10 157 14 319
05:00 5 40 2 49
05:15 2 43 10 33
05:30 5 34 7 44
05:45 3 33 15 150 8 37 27 163 42 313
06:00 7 26 5 30
06:15 6 26 8 37
06:30 7 24 9 28
06:45 8 26 28 102 8 23 30 118 58 220
07:00 12 38 14 24
07:15 14 18 14 21
07:30 25 28 12 19
07:45 17 21 68 105 20 29 60 93 128 198
08:00 20 26 27 19
08:15 24 16 30 24
08:30 33 13 25 18
08:45 27 18 104 73 31 18 113 79 217 152
09:00 25 13 18 13
09:15 15 15 24 7
09:30 29 12 26 13
09:45 26 14 95 54 23 14 91 47 186 101
10:00 34 12 39 4
10:15 26 7 38 7
10:30 35 6 37 3
10:45 41 10 136 35 54 8 168 22 304 57
11:00 29 3 39 8
11:15 23 2 34 2
11:30 17 4 36 2
11:45 30 5 99 14 40 5 149 17 248 31
Total 582 1339 582 1339 671 1355 671 1355 1253 2694
Combined
Total 1921 1921 2026 2026 3947
AM Peak - 10:00 - - - 10:00 - - - - -
Vol. - 136 - - - 168 - - - - -
P.H.F. 0.829 0.778
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 193 - - - 177 - - - -
P.H.F. 0.910 0.835

Percentag
e 30.3% 69.7% 33.1% 66.9%
ADT/AADT ADT 3,947 AADT 3,947

Page 347 of 738 ends

21.B

Page 1267 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A71
Latham Avenue between Elk and Palm

Page 348 of 738 ends

21.B

Page 1268 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

71 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Latham Ave
From: Elk St To: Palm Ave

Date of Speed Survey: 3/29/2023
Critical Speed (85th) 41 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 60%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,226
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.59
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:

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

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21.B

Page 1269 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Elk Street - Palm Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
49 0 0 49 0
48 0 0 48 0
47 1 0 47 X 1 Date:
46 1 0 46 X 1
45 0 3 45 X X X 3
44 3 0 44 X X X 3 Time
43 0 1 43 X 1 From: 10:20
42 2 2 42 X X X X 4
41 4 2 41 X X X X X X 6 Time
40 1 2 40 X X X 3 To: 11:00
39 2 3 39 X X X X X 5 *
38 3 6 38 X X X X X X X X X 9 * Existing
37 4 0 37 X X X X 4 * Speed Limit: 30 MPH
36 0 1 36 X 1 P
35 3 5 35 X X X X X X X X 8 A
34 5 6 34 X X X X X X X X X X X 11 C
33 3 1 33 X X X X 4 E
32 1 2 32 X X X 3 *
31 4 4 31 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 30 5 1 30 X X X X X X 6 * % Over Pace: 24% 17% 22%
29 1 3 29 X X X X 4
28 3 1 28 X X X X 4 % In Pace: 60% 63% 60%
27 2 1 27 X X X 3
26 0 3 26 X X X 3 % Under Pace: 16% 21% 17%
25 1 1 25 X X 2
24 1 0 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 31 - 40MPH 30 - 39MPH 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:34 MPH 35 MPH 35 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 48 GRAND TOTALS98

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
3/29/23

Page 350 of 738 ends

21.B

Page 1270 of 1658 ends

Page 1 ends

City of Hemet
Latham Avenue
B/ Elk Street - Palm Avenue
24 Hour Directional Volume Count

HEM063
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 4 35 2 51
12:15 7 43 5 48
12:30 1 53 2 38
12:45 3 35 15 166 1 42 10 179 25 345
01:00 1 49 3 37
01:15 2 47 1 26
01:30 3 37 2 34
01:45 1 48 7 181 0 44 6 141 13 322
02:00 1 54 1 41
02:15 4 43 1 44
02:30 2 37 2 49
02:45 3 54 10 188 0 49 4 183 14 371
03:00 2 45 2 49
03:15 0 57 3 38
03:30 1 61 2 49
03:45 0 52 3 215 1 43 8 179 11 394
04:00 0 49 2 46
04:15 2 41 2 32
04:30 2 51 2 47
04:45 1 36 5 177 1 41 7 166 12 343
05:00 6 45 3 51
05:15 5 47 9 33
05:30 3 39 7 51
05:45 3 34 17 165 6 35 25 170 42 335
06:00 6 29 7 31
06:15 7 28 6 40
06:30 8 25 9 20
06:45 12 25 33 107 8 24 30 115 63 222
07:00 16 38 15 26
07:15 22 17 16 22
07:30 32 26 17 20
07:45 23 27 93 108 30 29 78 97 171 205
08:00 21 22 24 27
08:15 27 16 27 15
08:30 28 13 24 14
08:45 27 15 103 66 28 19 103 75 206 141
09:00 26 10 20 16
09:15 22 19 21 12
09:30 29 16 26 17
09:45 26 9 103 54 25 11 92 56 195 110
10:00 35 13 39 6
10:15 30 9 40 8
10:30 40 6 32 5
10:45 39 7 144 35 52 10 163 29 307 64
11:00 33 6 38 6
11:15 30 3 34 7
11:30 28 8 35 6
11:45 34 3 125 20 40 4 147 23 272 43
Total 658 1482 658 1482 673 1413 673 1413 1331 2895
Combined
Total 2140 2140 2086 2086 4226
AM Peak - 10:00 - - - 10:00 - - - - -
Vol. - 144 - - - 163 - - - - -
P.H.F. 0.900 0.784
PM Peak - - 03:15 - - - 02:15 - - - -
Vol. - - 219 - - - 191 - - - -
P.H.F. 0.898 0.974

Percentag
e 30.7% 69.3% 32.3% 67.7%
ADT/AADT ADT 4,226 AADT 4,226

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21.B

Page 1271 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A72
Latham Avenue between Palm and State

Page 352 of 738 ends

21.B

Page 1272 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

72 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Latham Ave
From: Palm Ave To: State St

Date of Speed Survey: 3/29/2023
Critical Speed (85th) 37 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 71%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 4,427
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 4.54
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) 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 and conditions not readily apparent, 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

Page 353 of 738 ends

21.B

Page 1273 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Latham 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: Sunny
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 2 45 X X 2
44 0 1 44 X 1 Time
43 1 1 43 X X 2 From: 11:00
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 0 0 40 0 To: 11:50
39 2 1 39 X X X 3
38 0 4 38 X X X X 4 Existing
37 1 4 37 X X X X X 5 * Speed Limit: 30 MPH
36 3 3 36 X X X X X X 6 *
35 6 4 35 X X X X X X X X X X 10 *
34 2 2 34 X X X X 4 P
33 3 9 33 X X X X X X X X X X X X 12 A
32 5 3 32 X X X X X X X X 8 C
31 3 4 31 X X X X X X X 7 E Eastbound Westbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 18% 12% 15%
29 2 3 29 X X X X X 5 *
28 6 2 28 X X X X X X X X 8 * % In Pace: 76% 76% 71%
27 3 2 27 X X X X X 5
26 4 1 26 X X X X X 5 % Under Pace: 6% 12% 14%
25 0 0 25 0
24 0 0 24 0 Average Speed: 32 MPH 34 MPH 33 MPH
23 3 1 23 X X X X 4
22 0 0 22 0 Pace Speed: 26 - 35MPH 29 - 38MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/29/23

Page 354 of 738 ends

21.B

Page 1274 of 1658 ends

Page 1 ends

City of Hemet
Latham Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count

HEM064
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 3 38 1 54
12:15 6 37 3 51
12:30 2 63 2 43
12:45 1 38 12 176 2 38 8 186 20 362
01:00 1 51 3 42
01:15 2 48 0 33
01:30 2 45 3 53
01:45 2 38 7 182 1 45 7 173 14 355
02:00 0 52 1 55
02:15 3 40 0 52
02:30 2 36 1 53
02:45 1 48 6 176 0 39 2 199 8 375
03:00 2 45 0 50
03:15 0 59 3 38
03:30 0 48 0 59
03:45 0 45 2 197 1 46 4 193 6 390
04:00 5 44 1 50
04:15 2 56 1 52
04:30 1 44 3 42
04:45 1 43 9 187 3 42 8 186 17 373
05:00 5 41 5 66
05:15 4 40 5 35
05:30 4 45 8 49
05:45 2 35 15 161 7 29 25 179 40 340
06:00 6 31 6 36
06:15 17 28 6 39
06:30 8 20 10 20
06:45 13 21 44 100 10 23 32 118 76 218
07:00 24 38 15 22
07:15 24 15 18 32
07:30 29 26 26 16
07:45 31 21 108 100 32 33 91 103 199 203
08:00 25 23 26 24
08:15 36 15 27 25
08:30 33 12 28 13
08:45 32 20 126 70 30 23 111 85 237 155
09:00 23 10 22 15
09:15 28 14 25 13
09:30 29 7 23 7
09:45 44 14 124 45 30 11 100 46 224 91
10:00 44 3 34 5
10:15 44 7 30 7
10:30 55 5 37 3
10:45 45 5 188 20 39 7 140 22 328 42
11:00 50 6 35 3
11:15 33 2 39 5
11:30 36 7 43 5
11:45 42 3 161 18 40 5 157 18 318 36
Total 802 1432 802 1432 685 1508 685 1508 1487 2940
Combined
Total 2234 2234 2193 2193 4427
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 194 - - - 157 - - - - -
P.H.F. 0.882 0.913
PM Peak - - 00:30 - - - 03:30 - - - -
Vol. - - 200 - - - 207 - - - -
P.H.F. 0.794 0.877

Percentag
e 35.9% 64.1% 31.2% 68.8%
ADT/AADT ADT 4,427 AADT 4,427

Page 355 of 738 ends

21.B

Page 1275 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A73
Lyon Avenue between Esplanade and Menlo

Page 356 of 738 ends

21.B

Page 1276 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

73 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Esplanade Ave To: Menlo Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 69%

Street Classification: Secondary (Undivided)
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 8,050
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.79
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 speed, 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

Page 357 of 738 ends

21.B

Page 1277 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Esplanade 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: 1:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 1:35
49 2 0 49 X X 2
48 1 0 48 X 1 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 1 3 46 X X X X 4 *
45 3 4 45 X X X X X X X 7 *
44 2 3 44 X X X X X 5 *
43 3 4 43 X X X X X X X 7 P
42 3 2 42 X X X X X 5 A
41 6 6 41 X X X X X X X X X X X X 12 C Northbound Southbound Combined Statistics 40 1 4 40 X X X X X 5 E % Over Pace: 8% 6% 7%
39 3 3 39 X X X X X X 6 *
38 7 6 38 X X X X X X X X X X X X X 13 * % In Pace: 62% 76% 69% 37 2 3 37 X X X X X 5 *
36 1 3 36 X X X X 4 % Under Pace: 30% 18% 24%
35 0 3 35 X X X 3
34 2 0 34 X X 2 Average Speed: 38 MPH 40 MPH 39 MPH
33 1 0 33 X 1
32 2 1 32 X X X 3 Pace Speed: 37 - 46MPH 37 - 46MPH 37 - 46MPH 31 3 1 31 X X X X 4
30 0 0 30 0
29 3 1 29 X X X X 4 15th Percentile / Critical Speed:31 MPH 36 MPH 33 MPH 28 2 0 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed:39 MPH 40 MPH 40 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed:45 MPH 45 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
3/28/23

Page 358 of 738 ends

21.B

Page 1278 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Esplanade Avenue - Menlo Avenue
24 Hour Directional Volume Count

HEM065
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 79 13 78
12:15 2 77 6 61
12:30 4 46 4 53
12:45 5 77 15 279 2 54 25 246 40 525
01:00 1 78 2 64
01:15 2 90 3 67
01:30 2 69 4 55
01:45 3 101 8 338 2 69 11 255 19 593
02:00 1 74 6 58
02:15 1 96 0 55
02:30 3 70 5 72
02:45 1 87 6 327 3 62 14 247 20 574
03:00 5 84 5 87
03:15 4 87 5 82
03:30 6 92 2 67
03:45 4 86 19 349 6 82 18 318 37 667
04:00 14 86 6 80
04:15 14 100 7 92
04:30 7 101 4 77
04:45 13 87 48 374 9 79 26 328 74 702
05:00 17 93 4 68
05:15 15 107 15 70
05:30 23 87 9 65
05:45 17 86 72 373 21 61 49 264 121 637
06:00 34 81 23 56
06:15 38 90 15 50
06:30 50 58 23 69
06:45 57 50 179 279 33 51 94 226 273 505
07:00 50 49 50 39
07:15 73 52 60 43
07:30 70 46 60 32
07:45 72 39 265 186 51 51 221 165 486 351
08:00 63 44 60 31
08:15 58 31 51 33
08:30 66 41 50 36
08:45 66 30 253 146 48 27 209 127 462 273
09:00 47 30 50 34
09:15 50 24 44 18
09:30 76 26 42 15
09:45 72 26 245 106 64 18 200 85 445 191
10:00 58 19 44 11
10:15 51 10 41 14
10:30 76 6 51 18
10:45 47 10 232 45 48 7 184 50 416 95
11:00 71 21 51 9
11:15 63 5 61 14
11:30 60 7 37 7
11:45 75 5 269 38 55 3 204 33 473 71
Total 1611 2840 1611 2840 1255 2344 1255 2344 2866 5184 Combined
Total 4451 4451 3599 3599 8050
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 278 - - - 231 - - - - -
P.H.F. 0.952 0.963
PM Peak - - 04:30 - - - 03:45 - - - -
Vol. - - 388 - - - 331 - - - -
P.H.F. 0.907 0.899

Percentag
e 36.2% 63.8% 34.9% 65.1%
ADT/AADT ADT 8,050 AADT 8,050

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21.B

Page 1279 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A74
Lyon Avenue between Menlo and Devonshire

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21.B

Page 1280 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

74 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Menlo Ave To: Devonshire Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 43 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 82%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,762
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.08
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: 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 a ppropriate 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

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21.B

Page 1281 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Menlo 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 2 46 X X 2
45 3 1 45 X X X X 4
44 1 4 44 X X X X X 5 Time
43 2 2 43 X X X X 4 From: 1:35
42 2 6 42 X X X X X X X X 8 *
41 3 2 41 X X X X X 5 * Time
40 7 6 40 X X X X X X X X X X X X X 13 * To: 1:55
39 5 5 39 X X X X X X X X X X 10 P
38 4 4 38 X X X X X X X X 8 A Existing
37 5 3 37 X X X X X X X X 8 C Speed Limit: 40 MPH
36 7 6 36 X X X X X X X X X X X X X 13 E
35 3 2 35 X X X X X 5 *
34 1 2 34 X X X 3 *
33 5 4 33 X X X X X X X X X 9 *
32 0 0 32 0
31 1 0 31 X 1 Northbound Southbound Combined Statistics 30 0 0 30 0 % Over Pace: 12% 8% 16%
29 1 0 29 X 1
28 0 0 28 0 % In Pace: 84% 80% 82%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 4% 12% 2%
25 0 0 25 0
24 0 0 24 0 Average Speed: 38 MPH 39 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42MPH 35 - 44MPH 33 - 42MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:34 MPH 35 MPH 35 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:38 MPH 39 MPH 39 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:42 MPH 44 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
3/28/23

Page 362 of 738 ends

21.B

Page 1282 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Menlo Avenue - Devonshire Avenue
24 Hour Directional Volume Count

HEM066
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 8 91 7 80
12:15 5 91 11 95
12:30 9 87 4 85
12:45 4 85 26 354 5 87 27 347 53 701
01:00 9 77 2 84
01:15 5 71 4 79
01:30 3 80 4 75
01:45 2 73 19 301 4 82 14 320 33 621
02:00 5 81 3 74
02:15 4 98 2 87
02:30 2 88 5 97
02:45 1 91 12 358 1 94 11 352 23 710
03:00 7 99 3 90
03:15 7 86 2 96
03:30 7 100 3 95
03:45 3 87 24 372 3 92 11 373 35 745
04:00 10 99 3 95
04:15 6 67 2 95
04:30 10 97 8 87
04:45 9 88 35 351 7 84 20 361 55 712
05:00 18 102 10 91
05:15 18 91 6 78
05:30 19 77 15 75
05:45 17 66 72 336 26 67 57 311 129 647
06:00 24 62 14 76
06:15 19 64 29 59
06:30 29 69 26 68
06:45 42 60 114 255 38 62 107 265 221 520
07:00 62 52 52 54
07:15 44 61 54 38
07:30 51 47 75 63
07:45 57 33 214 193 81 47 262 202 476 395
08:00 45 41 52 42
08:15 55 44 60 35
08:30 44 41 55 26
08:45 40 27 184 153 66 30 233 133 417 286
09:00 57 36 59 30
09:15 52 30 62 28
09:30 78 31 75 16
09:45 71 24 258 121 86 17 282 91 540 212
10:00 56 16 66 12
10:15 54 14 64 19
10:30 72 5 53 7
10:45 68 13 250 48 65 10 248 48 498 96
11:00 80 12 69 14
11:15 58 7 77 7
11:30 76 7 55 6
11:45 84 7 298 33 73 5 274 32 572 65
Total 1506 2875 1506 2875 1546 2835 1546 2835 3052 5710 Combined
Total 4381 4381 4381 4381 8762
AM Peak - 11:00 - - - 09:30 - - - - -
Vol. - 298 - - - 291 - - - - -
P.H.F. 0.887 0.846
PM Peak - - 04:30 - - - 03:15 - - - -
Vol. - - 378 - - - 378 - - - -
P.H.F. 0.926 0.984

Percentag
e 34.4% 65.6% 35.3% 64.7%
ADT/AADT ADT 8,762 AADT 8,762

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21.B

Page 1283 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A75
Lyon Avenue between Devonshire and Latham

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21.B

Page 1284 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

75 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Devonshire Ave To: Latham Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 34 MPH
50 Percentile 29 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 80%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.13 Miles
Average Daily Traffic: 8,938
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.57
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: 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

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21.B

Page 1285 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
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 0 43 0 From: 1:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 1 37 X 1 Speed Limit: 35 MPH
36 2 2 36 X X X X 4
35 1 4 35 X X X X X 5 *
34 5 1 34 X X X X X X 6 *
33 3 3 33 X X X X X X 6 *
32 2 3 32 X X X X X 5 P
31 2 6 31 X X X X X X X X 8 A Northbound Southbound Combined Statistics 30 5 6 30 X X X X X X X X X X X 11 C % Over Pace: 6% 2% 5% 29 5 4 29 X X X X X X X X X 9 E
28 6 7 28 X X X X X X X X X X X X X 13 * % In Pace: 86% 80% 80% 27 6 4 27 X X X X X X X X X X 10 *
26 5 2 26 X X X X X X X 7 * % Under Pace: 8% 18% 15%
25 4 1 25 X X X X X 5
24 0 3 24 X X X 3 Average Speed: 29 MPH 30 MPH 29 MPH
23 1 2 23 X X X 3
22 2 1 22 X X X 3 Pace Speed: 25 - 34MPH 27 - 36MPH 26 - 35MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 26 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:34 MPH 34 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
3/28/23

Page 366 of 738 ends

21.B

Page 1286 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Devonshire Avenue - Latham Avenue
24 Hour Directional Volume Count

HEM067
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 6 82 5 87
12:15 9 99 9 91
12:30 3 92 4 91
12:45 9 93 27 366 4 98 22 367 49 733
01:00 6 77 5 96
01:15 6 79 5 69
01:30 3 68 9 81
01:45 2 77 17 301 4 84 23 330 40 631
02:00 3 77 6 93
02:15 3 81 2 88
02:30 1 85 7 85
02:45 0 90 7 333 2 95 17 361 24 694
03:00 4 91 3 110
03:15 5 74 2 98
03:30 5 101 4 92
03:45 4 80 18 346 1 88 10 388 28 734
04:00 6 101 6 101
04:15 3 66 4 114
04:30 6 107 7 82
04:45 6 90 21 364 6 92 23 389 44 753
05:00 14 94 15 86
05:15 11 74 10 79
05:30 14 82 9 70
05:45 14 67 53 317 22 81 56 316 109 633
06:00 25 61 15 74
06:15 16 62 32 71
06:30 27 60 27 55
06:45 24 65 92 248 35 77 109 277 201 525
07:00 34 68 52 63
07:15 31 72 59 46
07:30 55 49 47 58
07:45 47 40 167 229 72 59 230 226 397 455
08:00 45 44 64 41
08:15 54 44 52 43
08:30 57 41 62 33
08:45 38 29 194 158 63 31 241 148 435 306
09:00 50 30 61 29
09:15 49 20 78 26
09:30 66 34 70 25
09:45 66 27 231 111 89 16 298 96 529 207
10:00 74 21 84 15
10:15 53 22 76 18
10:30 68 8 74 12
10:45 68 12 263 63 75 12 309 57 572 120
11:00 79 12 78 14
11:15 67 9 92 9
11:30 86 11 64 8
11:45 76 9 308 41 96 9 330 40 638 81
Total 1398 2877 1398 2877 1668 2995 1668 2995 3066 5872 Combined
Total 4275 4275 4663 4663 8938
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 308 - - - 330 - - - - -
P.H.F. 0.895 0.859
PM Peak - - 12:00 - - - 02:45 - - - -
Vol. - - 366 - - - 395 - - - -
P.H.F. 0.924 0.898

Percentag
e 32.7% 67.3% 35.8% 64.2%
ADT/AADT ADT 8,938 AADT 8,938

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21.B

Page 1287 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A76
Lyon Avenue between Latham and Florida

Page 368 of 738 ends

21.B

Page 1288 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

76 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Latham Ave To: Florida Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 29 MPH
50 Percentile 26 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 21-30 MPH
Percent in Pace 88%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.12 Miles
Average Daily Traffic: 9,829
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.10
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: 25 MPH

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

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21.B

Page 1289 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
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: 2:15
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:35
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 1 35 X 1
34 0 1 34 X 1
33 2 0 33 X X 2
32 3 1 32 X X X X 4
31 1 0 31 X 1 Northbound Southbound Combined Statistics 30 2 2 30 X X X X 4 * % Over Pace: 4% 6% 9%
29 3 3 29 X X X X X X 6 *
28 8 5 28 X X X X X X X X X X X X X 13 * % In Pace: 86% 90% 88% 27 5 8 27 X X X X X X X X X X X X X 13 P
26 5 7 26 X X X X X X X X X X X X 12 A % Under Pace: 10% 4% 3% 25 6 5 25 X X X X X X X X X X X 11 C
24 2 6 24 X X X X X X X X 8 E Average Speed: 26 MPH 26 MPH 26 MPH 23 8 4 23 X X X X X X X X X X X X 12 *
22 2 3 22 X X X X X 5 * Pace Speed: 23 - 32MPH 21 - 30MPH 21 - 30MPH 21 2 2 21 X X X X 4 *
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed:23 MPH 23 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:26 MPH 26 MPH 26 MPH 16 0 2 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed:30 MPH 29 MPH 29 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
3/28/23

Page 370 of 738 ends

21.B

Page 1290 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Latham Avenue - Florida Avenue
24 Hour Directional Volume Count

HEM068
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 14 85 9 101
12:15 9 84 4 107
12:30 5 86 7 103
12:45 4 83 32 338 5 100 25 411 57 749
01:00 11 100 8 77
01:15 4 100 4 87
01:30 5 94 7 90
01:45 4 78 24 372 4 100 23 354 47 726
02:00 4 92 4 96
02:15 4 67 4 90
02:30 3 92 8 84
02:45 6 76 17 327 3 103 19 373 36 700
03:00 7 106 5 94
03:15 2 99 4 104
03:30 4 81 2 92
03:45 8 86 21 372 9 102 20 392 41 764
04:00 10 95 8 104
04:15 6 92 8 102
04:30 6 94 6 112
04:45 8 79 30 360 7 110 29 428 59 788
05:00 11 96 12 98
05:15 7 103 21 89
05:30 14 72 12 82
05:45 21 76 53 347 22 90 67 359 120 706
06:00 23 79 25 80
06:15 32 71 26 59
06:30 36 62 27 65
06:45 51 53 142 265 40 63 118 267 260 532
07:00 43 52 45 64
07:15 52 52 54 69
07:30 64 57 74 45
07:45 58 59 217 220 69 51 242 229 459 449
08:00 55 42 75 50
08:15 50 45 77 46
08:30 73 39 79 50
08:45 56 28 234 154 69 36 300 182 534 336
09:00 64 40 85 45
09:15 58 33 77 27
09:30 66 37 77 23
09:45 59 34 247 144 87 27 326 122 573 266
10:00 69 22 83 21
10:15 55 24 74 22
10:30 106 10 93 18
10:45 65 19 295 75 113 10 363 71 658 146
11:00 93 20 99 12
11:15 90 7 110 9
11:30 84 14 77 9
11:45 84 8 351 49 102 5 388 35 739 84
Total 1663 3023 1663 3023 1920 3223 1920 3223 3583 6246 Combined
Total 4686 4686 5143 5143 9829
AM Peak - 10:30 - - - 10:30 - - - - -
Vol. - 354 - - - 415 - - - - -
P.H.F. 0.835 0.918
PM Peak - - 00:45 - - - 04:00 - - - -
Vol. - - 377 - - - 428 - - - -
P.H.F. 0.943 0.955

Percentag
e 35.5% 64.5% 37.3% 62.7%
ADT/AADT ADT 9,829 AADT 9,829

Page 371 of 738 ends

21.B

Page 1291 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A77
Lyon Avenue between Florida and Acacia

Page 372 of 738 ends

21.B

Page 1292 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

77 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Florida Ave To: Acacia Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 40 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 70%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 8,124
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.25
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:

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

Page 373 of 738 ends

21.B

Page 1293 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
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 1 0 46 X 1
45 0 0 45 0
44 0 1 44 X 1 Time
43 4 2 43 X X X X X X 6 From: 2:35
42 1 0 42 X 1
41 3 2 41 X X X X X 5 Time
40 2 1 40 X X X 3 To: 3:00
39 1 0 39 X 1
38 0 1 38 X 1 Existing
37 3 0 37 X X X 3 * Speed Limit: 30 MPH
36 4 4 36 X X X X X X X X 8 *
35 4 3 35 X X X X X X X 7 *
34 2 2 34 X X X X 4 P
33 5 4 33 X X X X X X X X X 9 A
32 3 4 32 X X X X X X X 7 C
31 8 4 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 1 6 30 X X X X X X X 7 * % Over Pace: 24% 14% 19%
29 1 5 29 X X X X X X 6 *
28 5 2 28 X X X X X X X 7 * % In Pace: 72% 72% 70%
27 0 2 27 X X 2
26 1 4 26 X X X X X 5 % Under Pace: 4% 14% 11%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 34 MPH 32 MPH 33 MPH
23 0 1 23 X 1
22 0 2 22 X X 2 Pace Speed: 28 - 37MPH 27 - 36MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:41 MPH 36 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/28/23

Page 374 of 738 ends

21.B

Page 1294 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count

HEM069
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 2 76 2 76
12:15 6 109 7 83
12:30 5 84 8 84
12:45 3 84 16 353 5 84 22 327 38 680
01:00 2 90 3 91
01:15 3 67 1 93
01:30 1 66 5 75
01:45 3 77 9 300 1 88 10 347 19 647
02:00 2 84 4 61
02:15 5 78 2 93
02:30 1 91 7 66
02:45 1 66 9 319 4 82 17 302 26 621
03:00 4 89 0 89
03:15 5 74 0 82
03:30 6 72 3 72
03:45 2 81 17 316 0 79 3 322 20 638
04:00 4 99 1 103
04:15 6 67 1 71
04:30 8 95 4 90
04:45 8 98 26 359 9 93 15 357 41 716
05:00 12 78 9 100
05:15 11 79 3 90
05:30 17 70 8 65
05:45 21 60 61 287 18 75 38 330 99 617
06:00 22 72 8 71
06:15 20 48 23 61
06:30 29 57 21 50
06:45 40 43 111 220 27 53 79 235 190 455
07:00 32 51 30 57
07:15 41 52 41 38
07:30 52 39 30 38
07:45 71 34 196 176 39 49 140 182 336 358
08:00 45 27 35 34
08:15 61 39 45 24
08:30 48 34 40 47
08:45 71 19 225 119 45 38 165 143 390 262
09:00 57 19 47 18
09:15 71 18 56 24
09:30 73 18 49 20
09:45 79 19 280 74 66 9 218 71 498 145
10:00 77 8 60 14
10:15 66 13 84 18
10:30 77 15 60 10
10:45 94 10 314 46 69 11 273 53 587 99
11:00 79 6 66 13
11:15 68 8 65 4
11:30 74 10 65 4
11:45 77 8 298 32 86 9 282 30 580 62
Total 1562 2601 1562 2601 1262 2699 1262 2699 2824 5300 Combined
Total 4163 4163 3961 3961 8124
AM Peak - 10:30 - - - 11:00 - - - - -
Vol. - 318 - - - 282 - - - - -
P.H.F. 0.846 0.820
PM Peak - - 00:15 - - - 04:30 - - - -
Vol. - - 367 - - - 373 - - - -
P.H.F. 0.842 0.933

Percentag
e 37.5% 62.5% 31.9% 68.1%
ADT/AADT ADT 8,124 AADT 8,124

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21.B

Page 1295 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A78
Lyon Avenue between Acacia and Johnston

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21.B

Page 1296 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

78 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Acacia Ave To: Johnston Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 41 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH NB / 25 MPH SB
10 MPH Pace 30-39 MPH
Percent in Pace 68%

Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 6,846
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.89
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 roadwa y 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:

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

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21.B

Page 1297 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia 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 1 0 48 X 1
47 0 1 47 X 1 Date:
46 1 1 46 X X 2
45 1 0 45 X 1
44 0 0 44 0 Time
43 1 2 43 X X X 3 From: 3:00
42 2 3 42 X X X X X 5
41 3 2 41 X X X X X 5 Time
40 2 0 40 X X 2 To: 3:25
39 0 2 39 X X 2 *
38 3 5 38 X X X X X X X X 8 * Existing
37 3 6 37 X X X X X X X X X 9 * Speed Limit: 25 MPH
36 4 6 36 X X X X X X X X X X 10 P
35 3 5 35 X X X X X X X X 8 A
34 4 5 34 X X X X X X X X X 9 C
33 2 2 33 X X X X 4 E
32 4 3 32 X X X X X X X 7 *
31 5 0 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 22% 4% 20%
29 2 0 29 X X 2
28 2 0 28 X X 2 % In Pace: 66% 73% 68%
27 0 3 27 X X X 3
26 0 1 26 X 1 % Under Pace: 12% 22% 12%
25 3 0 25 X X X 3
24 1 0 24 X 1 Average Speed: 35 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 34 - 43MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 32 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 36 MPH 35 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 49 GRAND TOTALS99

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

Page 378 of 738 ends

21.B

Page 1298 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Acacia Avenue - Johnston Avenue
24 Hour Directional Volume Count

HEM070
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 1 62 2 70
12:15 4 85 5 65
12:30 4 67 7 76
12:45 4 68 13 282 5 68 19 279 32 561
01:00 1 63 5 74
01:15 3 64 4 76
01:30 0 63 3 66
01:45 2 70 6 260 3 68 15 284 21 544
02:00 1 60 3 69
02:15 3 77 2 72
02:30 0 64 2 75
02:45 1 55 5 256 3 75 10 291 15 547
03:00 2 82 1 83
03:15 5 55 1 72
03:30 3 59 2 72
03:45 5 78 15 274 0 71 4 298 19 572
04:00 5 77 3 88
04:15 6 54 2 70
04:30 5 60 2 69
04:45 11 67 27 258 7 84 14 311 41 569
05:00 19 54 8 76
05:15 17 62 4 70
05:30 22 47 9 65
05:45 19 54 77 217 13 66 34 277 111 494
06:00 21 57 8 71
06:15 21 43 19 45
06:30 23 43 18 50
06:45 45 47 110 190 21 60 66 226 176 416
07:00 38 37 33 57
07:15 39 50 32 29
07:30 48 35 36 32
07:45 40 29 165 151 38 37 139 155 304 306
08:00 34 27 29 31
08:15 41 25 40 22
08:30 37 24 39 31
08:45 68 19 180 95 36 30 144 114 324 209
09:00 55 18 35 21
09:15 51 11 46 20
09:30 50 20 58 24
09:45 61 17 217 66 42 4 181 69 398 135
10:00 63 9 57 15
10:15 44 14 61 17
10:30 64 6 54 11
10:45 66 9 237 38 51 8 223 51 460 89
11:00 55 7 54 6
11:15 51 6 61 7
11:30 53 9 62 5
11:45 59 3 218 25 57 8 234 26 452 51
Total 1270 2112 1270 2112 1083 2381 1083 2381 2353 4493 Combined
Total 3382 3382 3464 3464 6846
AM Peak - 10:00 - - - 11:00 - - - - -
Vol. - 237 - - - 234 - - - - -
P.H.F. 0.898 0.944
PM Peak - - 00:15 - - - 04:00 - - - -
Vol. - - 283 - - - 311 - - - -
P.H.F. 0.832 0.884

Percentag
e 37.6% 62.4% 31.3% 68.7%
ADT/AADT ADT 6,846 AADT 6,846

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21.B

Page 1299 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A79
Lyon Avenue between Stetson and Chambers

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21.B

Page 1300 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

79 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Lyon Ave
From: Stetson Ave To: Chambers St

Date of Speed Survey: 3/14/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 71%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 3,421
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.52
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:

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

Page 381 of 738 ends

21.B

Page 1301 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Lyon Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Stetson Avenue - Chambers 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 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: 9:00
52 0 2 52 X X 2
51 2 3 51 X X X X X 5 Time
50 0 0 50 0 To: 9:50
49 3 0 49 X X X 3
48 0 0 48 0 Existing
47 1 2 47 X X X 3 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 3 3 44 X X X X X X 6 *
43 2 1 43 X X X 3 *
42 8 4 42 X X X X X X X X X X X X 12 *
41 3 5 41 X X X X X X X X 8 P Northbound Southbound Combined Statistics 40 2 5 40 X X X X X X X 7 A % Over Pace: 16% 16% 16%
39 1 4 39 X X X X X 5 C
38 7 2 38 X X X X X X X X X 9 E % In Pace: 74% 68% 71%
37 4 4 37 X X X X X X X X 8 *
36 4 1 36 X X X X X 5 * % Under Pace: 10% 16% 13%
35 3 5 35 X X X X X X X X 8 *
34 2 2 34 X X X X 4 Average Speed: 40 MPH 40 MPH 40 MPH 33 0 1 33 X 1
32 1 1 32 X X 2 Pace Speed: 35 - 44MPH 35 - 44MPH 35 - 44MPH 31 2 1 31 X X X 3
30 0 3 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed:35 MPH 34 MPH 35 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:45 MPH 46 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
3/14/23

Page 382 of 738 ends

21.B

Page 1302 of 1658 ends

Page 1 ends

City of Hemet
Lyon Avenue
B/ Stetson Avenue - Chambers Street
24 Hour Directional Volume Count

HEM071
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 29 4 25
12:15 3 40 5 24
12:30 0 28 2 28
12:45 1 32 4 129 0 24 11 101 15 230
01:00 1 35 1 29
01:15 1 29 0 23
01:30 0 26 2 29
01:45 1 31 3 121 2 23 5 104 8 225
02:00 0 22 0 43
02:15 4 39 3 39
02:30 4 86 1 53
02:45 2 42 10 189 1 36 5 171 15 360
03:00 0 41 4 28
03:15 2 33 1 33
03:30 6 40 2 40
03:45 5 25 13 139 1 34 8 135 21 274
04:00 2 30 1 30
04:15 6 30 0 30
04:30 6 31 1 30
04:45 7 21 21 112 1 32 3 122 24 234
05:00 11 27 0 29
05:15 12 22 2 35
05:30 18 28 1 30
05:45 7 27 48 104 3 45 6 139 54 243
06:00 14 29 3 37
06:15 17 21 5 25
06:30 14 22 8 25
06:45 22 24 67 96 6 33 22 120 89 216
07:00 32 13 14 23
07:15 44 10 19 16
07:30 27 13 19 19
07:45 35 12 138 48 18 17 70 75 208 123
08:00 26 3 9 19
08:15 23 9 25 11
08:30 38 9 32 18
08:45 36 6 123 27 27 15 93 63 216 90
09:00 45 5 12 5
09:15 30 5 16 4
09:30 47 3 25 8
09:45 30 5 152 18 34 13 87 30 239 48
10:00 32 8 25 8
10:15 25 6 17 4
10:30 22 0 32 8
10:45 26 3 105 17 24 5 98 25 203 42
11:00 33 2 18 7
11:15 36 6 22 6
11:30 23 5 23 2
11:45 34 2 126 15 21 4 84 19 210 34
Total 810 1015 810 1015 492 1104 492 1104 1302 2119
Combined
Total 1825 1825 1596 1596 3421
AM Peak - 08:45 - - - 09:45 - - - - -
Vol. - 158 - - - 108 - - - - -
P.H.F. 0.840 0.794
PM Peak - - 02:15 - - - 02:00 - - - -
Vol. - - 208 - - - 171 - - - -
P.H.F. 0.605 0.807

Percentag
e 44.4% 55.6% 30.8% 69.2%
ADT/AADT ADT 3,421 AADT 3,421

Page 383 of 738 ends

21.B

Page 1303 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A80
Menlo Avenue between Cawston and Sanderson

Page 384 of 738 ends

21.B

Page 1304 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

80 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: Cawston Ave To: Sanderson Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 46 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 69%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,945
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.24
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)(C); CA -MUTCD Section 2B.13, Option 29A.3 (residential density). Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B).

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 and conditions not readily apparent, 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

Page 385 of 738 ends

21.B

Page 1305 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo 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 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:45
52 0 1 52 X 1
51 2 0 51 X X 2 Time
50 0 2 50 X X 2 To: 3:10
49 0 1 49 X 1
48 2 0 48 X X 2 Existing
47 2 2 47 X X X X 4 Speed Limit: 40 MPH
46 1 3 46 X X X X 4
45 0 0 45 0
44 2 1 44 X X X 3 *
43 3 5 43 X X X X X X X X 8 *
42 2 3 42 X X X X X 5 *
41 7 6 41 X X X X X X X X X X X X X 13 P Eastbound Westbound Combined Statistics 40 5 3 40 X X X X X X X X 8 A % Over Pace: 14% 12% 16%
39 4 7 39 X X X X X X X X X X X 11 C
38 3 2 38 X X X X X 5 E % In Pace: 74% 66% 69%
37 5 3 37 X X X X X X X X 8 *
36 3 0 36 X X X 3 * % Under Pace: 12% 22% 15%
35 3 2 35 X X X X X 5 *
34 0 2 34 X X 2 Average Speed: 40 MPH 40 MPH 40 MPH
33 1 2 33 X X X 3
32 1 2 32 X X X 3 Pace Speed: 35 - 44MPH 37 - 46MPH 35 - 44MPH 31 1 2 31 X X X 3
30 2 0 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed:35 MPH 34 MPH 34 MPH 28 0 1 28 X 1
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: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
3/23/23

Page 386 of 738 ends

21.B

Page 1306 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ Cawston Avenue - Sanderson Avenue
24 Hour Directional Volume Count

HEM072
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 12 3 21
12:15 4 15 5 26
12:30 1 10 1 31
12:45 0 9 5 46 3 25 12 103 17 149
01:00 1 15 3 34
01:15 1 25 1 40
01:30 1 15 2 46
01:45 3 11 6 66 0 34 6 154 12 220
02:00 0 22 0 18
02:15 0 52 4 49
02:30 0 39 2 28
02:45 0 23 0 136 2 23 8 118 8 254
03:00 0 21 3 28
03:15 0 24 0 46
03:30 1 27 1 39
03:45 1 38 2 110 2 51 6 164 8 274
04:00 0 45 6 24
04:15 2 32 9 36
04:30 0 33 6 27
04:45 1 30 3 140 5 38 26 125 29 265
05:00 3 29 8 37
05:15 1 26 10 33
05:30 4 28 5 31
05:45 2 18 10 101 9 24 32 125 42 226
06:00 0 24 10 17
06:15 3 14 8 10
06:30 5 16 17 6
06:45 10 15 18 69 43 14 78 47 96 116
07:00 20 10 98 11
07:15 48 19 64 13
07:30 47 14 45 7
07:45 17 15 132 58 40 10 247 41 379 99
08:00 23 8 35 10
08:15 30 14 32 3
08:30 21 6 39 7
08:45 26 3 100 31 34 7 140 27 240 58
09:00 22 9 19 7
09:15 13 4 28 3
09:30 15 2 15 7
09:45 7 7 57 22 15 12 77 29 134 51
10:00 10 1 14 3
10:15 8 2 19 2
10:30 10 4 16 2
10:45 14 2 42 9 18 2 67 9 109 18
11:00 14 1 12 0
11:15 11 1 24 1
11:30 19 5 19 1
11:45 8 3 52 10 19 3 74 5 126 15
Total 427 798 427 798 773 947 773 947 1200 1745
Combined
Total 1225 1225 1720 1720 2945
AM Peak - 07:15 - - - 06:45 - - - - -
Vol. - 135 - - - 250 - - - - -
P.H.F. 0.703 0.638
PM Peak - - 03:45 - - - 03:00 - - - -
Vol. - - 148 - - - 164 - - - -
P.H.F. 0.822 0.804

Percentag
e 34.9% 65.1% 44.9% 55.1%
ADT/AADT ADT 2,945 AADT 2,945

Page 387 of 738 ends

21.B

Page 1307 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A81
Menlo Avenue between Sanderson and Kirby

Page 388 of 738 ends

21.B

Page 1308 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

81 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: Sanderson Ave To: Kirby St

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 49 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 41-50 MPH
Percent in Pace 66%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,110
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.23
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

Page 389 of 738 ends

21.B

Page 1309 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sanderson Avenue - Kirby 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 0 0 57 0 Date:
56 1 0 56 X 1
55 1 0 55 X 1
54 1 2 54 X X X 3 Time
53 0 0 53 0 From: 2:00
52 2 1 52 X X X 3
51 0 3 51 X X X 3 Time
50 1 2 50 X X X 3 * To: 2:20
49 1 5 49 X X X X X X 6 *
48 3 5 48 X X X X X X X X 8 * Existing
47 5 0 47 X X X X X 5 P Speed Limit: 40 MPH
46 4 3 46 X X X X X X X 7 A
45 4 1 45 X X X X X 5 C
44 5 4 44 X X X X X X X X X 9 E
43 3 4 43 X X X X X X X 7 *
42 4 3 42 X X X X X X X 7 *
41 2 7 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 2 1 40 X X X 3 % Over Pace: 14% 12% 11%
39 3 2 39 X X X X X 5
38 3 3 38 X X X X X X 6 % In Pace: 70% 68% 66%
37 3 1 37 X X X X 4
36 1 2 36 X X X 3 % Under Pace: 16% 20% 23%
35 0 0 35 0
34 1 1 34 X X 2 Average Speed: 44 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 39 - 48MPH 41 - 50MPH 41 - 50MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 39 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:48 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
3/30/23

Page 390 of 738 ends

21.B

Page 1310 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ Sanderson Avenue - Kirby Street
24 Hour Directional Volume Count

HEM073
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 54 7 53
12:15 4 65 4 79
12:30 2 56 3 77
12:45 5 85 16 260 4 83 18 292 34 552
01:00 2 76 0 77
01:15 7 90 6 70
01:30 5 97 5 50
01:45 7 83 21 346 7 68 18 265 39 611
02:00 4 72 5 79
02:15 1 75 10 88
02:30 6 98 6 70
02:45 6 105 17 350 19 83 40 320 57 670
03:00 1 115 24 58
03:15 6 99 13 68
03:30 2 81 17 66
03:45 14 78 23 373 26 74 80 266 103 639
04:00 7 76 35 72
04:15 8 78 34 68
04:30 15 79 23 65
04:45 13 88 43 321 30 53 122 258 165 579
05:00 14 72 34 55
05:15 18 70 31 37
05:30 16 75 29 41
05:45 31 63 79 280 60 44 154 177 233 457
06:00 44 52 73 51
06:15 64 45 99 40
06:30 85 46 62 35
06:45 80 48 273 191 78 27 312 153 585 344
07:00 92 47 75 43
07:15 73 55 85 31
07:30 74 34 67 27
07:45 71 23 310 159 68 27 295 128 605 287
08:00 52 20 49 16
08:15 50 19 53 20
08:30 54 23 46 15
08:45 56 33 212 95 51 13 199 64 411 159
09:00 51 17 53 8
09:15 44 16 66 11
09:30 54 22 59 8
09:45 59 13 208 68 65 3 243 30 451 98
10:00 52 9 55 10
10:15 50 11 58 6
10:30 59 9 60 6
10:45 53 8 214 37 46 8 219 30 433 67
11:00 57 12 75 7
11:15 50 9 68 3
11:30 54 10 52 3
11:45 55 8 216 39 63 5 258 18 474 57
Total 1632 2519 1632 2519 1958 2001 1958 2001 3590 4520 Combined
Total 4151 4151 3959 3959 8110
AM Peak - 06:30 - - - 06:15 - - - - -
Vol. - 330 - - - 314 - - - - -
P.H.F. 0.897 0.793
PM Peak - - 02:30 - - - 02:00 - - - -
Vol. - - 417 - - - 320 - - - -
P.H.F. 0.907 0.909

Percentag
e 39.3% 60.7% 49.5% 50.5%
ADT/AADT ADT 8,110 AADT 8,110

Page 391 of 738 ends

21.B

Page 1311 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A82
Menlo Avenue between Kirby and Lyon

Page 392 of 738 ends

21.B

Page 1312 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

82 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: Kirby St To: Lyon Ave

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 46 MPH
50 Percentile 41 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 77%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 9,219
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.19
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: 45 MPH

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

Page 393 of 738 ends

21.B

Page 1313 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Kirby Street - 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 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 1 0 54 X 1 Time
53 0 1 53 X 1 From: 1:40
52 1 1 52 X X 2
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 2:00
49 0 1 49 X 1
48 3 0 48 X X X 3 Existing
47 4 1 47 X X X X X 5 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 5 4 45 X X X X X X X X X 9 *
44 3 6 44 X X X X X X X X X 9 *
43 3 4 43 X X X X X X X 7 *
42 3 3 42 X X X X X X 6 P
41 2 9 41 X X X X X X X X X X X 11 A Eastbound Westbound Combined Statistics 40 3 1 40 X X X X 4 C % Over Pace: 10% 14% 18%
39 5 7 39 X X X X X X X X X X X X 12 E
38 4 6 38 X X X X X X X X X X 10 * % In Pace: 68% 86% 77% 37 3 1 37 X X X X 4 *
36 3 2 36 X X X X X 5 * % Under Pace: 22% 0% 5%
35 3 0 35 X X X 3
34 1 0 34 X 1 Average Speed: 42 MPH 42 MPH 42 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 38 - 47MPH 36 - 45MPH 36 - 45MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:36 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:47 MPH 45 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
3/30/23

Page 394 of 738 ends

21.B

Page 1314 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ Kirby Street - Lyon Avenue
24 Hour Directional Volume Count

HEM074
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 62 2 80
12:15 5 63 9 76
12:30 6 62 5 57
12:45 4 72 21 259 5 73 21 286 42 545
01:00 2 71 6 70
01:15 5 90 1 85
01:30 5 73 5 78
01:45 4 85 16 319 5 95 17 328 33 647
02:00 4 85 1 94
02:15 2 123 6 89
02:30 6 108 6 60
02:45 5 88 17 404 7 98 20 341 37 745
03:00 7 80 4 95
03:15 4 95 7 90
03:30 5 106 7 93
03:45 6 101 22 382 15 90 33 368 55 750
04:00 1 123 14 96
04:15 3 110 14 84
04:30 3 99 15 77
04:45 11 84 18 416 29 99 72 356 90 772
05:00 6 89 30 84
05:15 6 80 32 94
05:30 14 82 25 74
05:45 19 95 45 346 28 64 115 316 160 662
06:00 14 81 35 62
06:15 21 64 27 55
06:30 22 69 28 48
06:45 37 62 94 276 58 62 148 227 242 503
07:00 53 55 92 55
07:15 77 46 109 49
07:30 98 57 78 49
07:45 87 54 315 212 70 39 349 192 664 404
08:00 77 47 95 52
08:15 96 53 91 33
08:30 75 37 86 28
08:45 93 26 341 163 67 26 339 139 680 302
09:00 60 31 51 21
09:15 53 24 68 14
09:30 58 24 53 17
09:45 72 27 243 106 66 20 238 72 481 178
10:00 68 20 62 14
10:15 51 10 78 10
10:30 63 26 56 11
10:45 65 13 247 69 68 4 264 39 511 108
11:00 74 11 59 9
11:15 54 14 70 7
11:30 76 5 66 6
11:45 62 11 266 41 74 10 269 32 535 73
Total 1645 2993 1645 2993 1885 2696 1885 2696 3530 5689 Combined
Total 4638 4638 4581 4581 9219
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 358 - - - 352 - - - - -
P.H.F. 0.913 0.807
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 440 - - - 376 - - - -
P.H.F. 0.894 0.959

Percentag
e 35.5% 64.5% 41.1% 58.9%
ADT/AADT ADT 9,219 AADT 9,219

Page 395 of 738 ends

21.B

Page 1315 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A83
Menlo Avenue between Lyon and Palm

Page 396 of 738 ends

21.B

Page 1316 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

83 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: Lyon Ave To: Palm Ave

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 46 MPH
50 Percentile 41 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 76%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 9,004
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.41
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: 45 MPH

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

Page 397 of 738 ends

21.B

Page 1317 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo 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 1 53 X 1 From: 1:20
52 1 0 52 X 1
51 1 0 51 X 1 Time
50 0 0 50 0 To: 1:40
49 1 0 49 X 1
48 4 2 48 X X X X X X 6 Existing
47 0 5 47 X X X X X 5 * Speed Limit: 40 MPH
46 2 3 46 X X X X X 5 *
45 0 2 45 X X 2 *
44 3 3 44 X X X X X X 6 P
43 5 2 43 X X X X X X X 7 A
42 4 4 42 X X X X X X X X 8 C
41 8 7 41 X X X X X X X X X X X X X X X 15 E Eastbound Westbound Combined Statistics 40 5 7 40 X X X X X X X X X X X X 12 * % Over Pace: 18% 6% 10% 39 5 4 39 X X X X X X X X X 9 *
38 3 4 38 X X X X X X X 7 * % In Pace: 78% 82% 76%
37 3 1 37 X X X X 4
36 1 0 36 X 1 % Under Pace: 4% 12% 14%
35 2 0 35 X X 2
34 0 3 34 X X X 3 Average Speed: 41 MPH 42 MPH 41 MPH
33 1 1 33 X X 2
32 0 1 32 X 1 Pace Speed: 35 - 44MPH 38 - 47MPH 38 - 47MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:37 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:46 MPH 47 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
3/30/23

Page 398 of 738 ends

21.B

Page 1318 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ Lyon Avenue - Palm Avenue
24 Hour Directional Volume Count

HEM075
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 57 1 93
12:15 4 74 8 68
12:30 7 73 7 62
12:45 3 81 20 285 4 65 20 288 40 573
01:00 4 76 4 56
01:15 2 84 2 80
01:30 4 101 5 67
01:45 3 96 13 357 2 85 13 288 26 645
02:00 4 84 2 77
02:15 2 126 6 69
02:30 4 99 6 65
02:45 6 89 16 398 9 87 23 298 39 696
03:00 6 85 4 83
03:15 3 102 8 84
03:30 5 92 10 81
03:45 4 103 18 382 11 71 33 319 51 701
04:00 3 127 15 90
04:15 4 114 9 73
04:30 3 93 13 73
04:45 10 102 20 436 24 87 61 323 81 759
05:00 8 87 29 82
05:15 7 86 24 76
05:30 14 84 25 71
05:45 20 100 49 357 24 64 102 293 151 650
06:00 24 87 33 50
06:15 17 83 28 57
06:30 28 69 28 41
06:45 29 66 98 305 58 52 147 200 245 505
07:00 44 60 85 46
07:15 78 55 87 58
07:30 82 58 56 40
07:45 83 55 287 228 59 38 287 182 574 410
08:00 71 44 88 47
08:15 92 56 76 34
08:30 72 37 78 38
08:45 80 36 315 173 68 26 310 145 625 318
09:00 63 29 51 23
09:15 60 29 65 17
09:30 58 23 50 18
09:45 86 28 267 109 61 19 227 77 494 186
10:00 59 18 59 17
10:15 69 15 77 13
10:30 66 22 52 8
10:45 70 8 264 63 61 5 249 43 513 106
11:00 73 20 65 8
11:15 57 11 67 10
11:30 81 9 51 6
11:45 69 8 280 48 70 11 253 35 533 83
Total 1647 3141 1647 3141 1725 2491 1725 2491 3372 5632 Combined
Total 4788 4788 4216 4216 9004
AM Peak - 07:30 - - - 08:00 - - - - -
Vol. - 328 - - - 310 - - - - -
P.H.F. 0.891 0.881
PM Peak - - 03:45 - - - 02:45 - - - -
Vol. - - 437 - - - 335 - - - -
P.H.F. 0.860 0.963

Percentag
e 34.4% 65.6% 40.9% 59.1%
ADT/AADT ADT 9,004 AADT 9,004

Page 399 of 738 ends

21.B

Page 1319 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A84
Menlo Avenue between Palm and State

Page 400 of 738 ends

21.B

Page 1320 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

84 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: Palm Ave To: State St

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 44 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 76%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,131
Total Accidents: 13
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.92
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 and conditions not readily apparent, 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

Page 401 of 738 ends

21.B

Page 1321 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Palm Avenue - State 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 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: 1:00
52 0 1 52 X 1
51 1 0 51 X 1 Time
50 0 0 50 0 To: 1:20
49 0 1 49 X 1
48 0 3 48 X X X 3 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 1 45 X X 2
44 4 3 44 X X X X X X X 7 *
43 5 3 43 X X X X X X X X 8 *
42 6 3 42 X X X X X X X X X 9 *
41 6 8 41 X X X X X X X X X X X X X X 14 P Eastbound Westbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 A % Over Pace: 6% 10% 10% 39 1 3 39 X X X X 4 C
38 3 7 38 X X X X X X X X X X 10 E % In Pace: 78% 74% 76% 37 3 4 37 X X X X X X X 7 *
36 2 0 36 X X 2 * % Under Pace: 16% 16% 14%
35 3 2 35 X X X X X 5 *
34 2 1 34 X X X 3 Average Speed: 39 MPH 40 MPH 40 MPH
33 3 4 33 X X X X X X X 7
32 1 0 32 X 1 Pace Speed: 35 - 44MPH 37 - 46MPH 35 - 44MPH 31 0 1 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed:34 MPH 35 MPH 35 MPH 28 1 0 28 X 1
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:43 MPH 44 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

Page 402 of 738 ends

21.B

Page 1322 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count

HEM076
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 59 7 83
12:15 8 55 10 70
12:30 8 63 6 62
12:45 1 68 26 245 4 62 27 277 53 522
01:00 4 58 4 62
01:15 1 68 4 66
01:30 4 81 5 66
01:45 3 93 12 300 2 80 15 274 27 574
02:00 3 72 3 65
02:15 2 89 2 77
02:30 2 79 5 73
02:45 5 76 12 316 4 80 14 295 26 611
03:00 7 76 4 67
03:15 5 73 6 80
03:30 1 81 8 77
03:45 8 95 21 325 5 68 23 292 44 617
04:00 3 93 11 91
04:15 4 80 8 78
04:30 2 81 9 65
04:45 9 74 18 328 11 90 39 324 57 652
05:00 9 73 19 96
05:15 4 58 13 62
05:30 15 72 17 76
05:45 18 85 46 288 18 60 67 294 113 582
06:00 29 66 26 65
06:15 22 84 23 58
06:30 29 53 19 55
06:45 38 49 118 252 51 52 119 230 237 482
07:00 51 57 63 46
07:15 72 56 60 60
07:30 71 43 65 44
07:45 76 46 270 202 57 46 245 196 515 398
08:00 65 38 83 44
08:15 67 54 55 43
08:30 65 28 68 34
08:45 62 30 259 150 54 25 260 146 519 296
09:00 57 21 48 26
09:15 58 20 59 19
09:30 54 22 46 19
09:45 80 29 249 92 54 16 207 80 456 172
10:00 50 15 50 15
10:15 60 16 64 13
10:30 60 17 57 10
10:45 66 9 236 57 70 13 241 51 477 108
11:00 71 17 66 7
11:15 52 11 61 9
11:30 70 8 61 13
11:45 65 14 258 50 61 7 249 36 507 86
Total 1525 2605 1525 2605 1506 2495 1506 2495 3031 5100 Combined
Total 4130 4130 4001 4001 8131
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 284 - - - 265 - - - - -
P.H.F. 0.934 0.798
PM Peak - - 03:30 - - - 04:15 - - - -
Vol. - - 349 - - - 329 - - - -
P.H.F. 0.918 0.857

Percentag
e 36.9% 63.1% 37.6% 62.4%
ADT/AADT ADT 8,131 AADT 8,131

Page 403 of 738 ends

21.B

Page 1323 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A85
Menlo Avenue between State and Santa Fe

Page 404 of 738 ends

21.B

Page 1324 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

85 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: State St To: Santa Fe St

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 36 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 75%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 11,526
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.95
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: 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

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21.B

Page 1325 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - Santa Fe 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 0 44 0 Time
43 1 0 43 X 1 From: 3:40
42 0 0 42 0
41 0 2 41 X X 2 Time
40 0 1 40 X 1 To: 4:00
39 1 2 39 X X X 3
38 2 1 38 X X X 3 Existing
37 2 1 37 X X X 3 Speed Limit: 35 MPH
36 2 5 36 X X X X X X X 7 *
35 3 2 35 X X X X X 5 *
34 4 6 34 X X X X X X X X X X 10 *
33 1 3 33 X X X X 4 P
32 11 5 32 X X X X X X X X X X X X X X X X 16 A
31 3 5 31 X X X X X X X X 8 C Eastbound Westbound Combined Statistics 30 4 1 30 X X X X X 5 E % Over Pace: 12% 14% 13%
29 5 4 29 X X X X X X X X X 9 *
28 3 2 28 X X X X X 5 * % In Pace: 78% 72% 75%
27 3 3 27 X X X X X X 6 *
26 1 2 26 X X X 3 % Under Pace: 10% 14% 12%
25 1 3 25 X X X X 4
24 2 1 24 X X X 3 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
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 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

Page 406 of 738 ends

21.B

Page 1326 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ State Street - Santa Fe Street
24 Hour Directional Volume Count

HEM077
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 20 106 8 89
12:15 9 129 11 90
12:30 13 97 8 90
12:45 8 84 50 416 5 81 32 350 82 766
01:00 3 103 6 82
01:15 7 97 7 94
01:30 8 94 4 97
01:45 9 104 27 398 5 74 22 347 49 745
02:00 1 108 6 92
02:15 8 92 2 85
02:30 6 104 8 102
02:45 9 99 24 403 5 116 21 395 45 798
03:00 4 115 9 98
03:15 5 120 10 107
03:30 2 123 12 110
03:45 4 120 15 478 13 99 44 414 59 892
04:00 11 140 18 104
04:15 2 122 13 100
04:30 5 117 16 105
04:45 3 106 21 485 23 84 70 393 91 878
05:00 12 141 33 99
05:15 8 104 23 88
05:30 19 113 36 70
05:45 21 126 60 484 40 78 132 335 192 819
06:00 24 102 48 105
06:15 23 103 39 77
06:30 37 93 49 62
06:45 58 97 142 395 83 55 219 299 361 694
07:00 82 81 86 75
07:15 76 82 81 77
07:30 83 76 97 63
07:45 87 61 328 300 113 56 377 271 705 571
08:00 75 65 88 63
08:15 71 54 74 53
08:30 68 49 73 50
08:45 86 61 300 229 68 51 303 217 603 446
09:00 68 43 85 46
09:15 85 46 74 42
09:30 80 36 88 35
09:45 89 40 322 165 96 36 343 159 665 324
10:00 96 31 79 32
10:15 73 24 76 32
10:30 85 32 79 18
10:45 84 26 338 113 82 22 316 104 654 217
11:00 83 23 94 21
11:15 95 16 97 17
11:30 107 12 92 9
11:45 105 11 390 62 85 3 368 50 758 112
Total 2017 3928 2017 3928 2247 3334 2247 3334 4264 7262 Combined
Total 5945 5945 5581 5581 11526
AM Peak - 11:00 - - - 07:15 - - - - -
Vol. - 390 - - - 379 - - - - -
P.H.F. 0.911 0.838
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 505 - - - 431 - - - -
P.H.F. 0.902 0.929

Percentag
e 33.9% 66.1% 40.3% 59.7%
ADT/AADT ADT 11,526 AADT 11,526

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21.B

Page 1327 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A86
Menlo Avenue between Santa Fe and San Jacinto

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21.B

Page 1328 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

86 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: Santa Fe St To: San Jacinto St

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 39 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 78%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 10,196
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.07
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

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

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21.B

Page 1329 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Santa Fe 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 1 47 X 1 Date:
46 0 1 46 X 1
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 1 43 X X 2 From: 12:40
42 0 1 42 X 1
41 3 3 41 X X X X X X 6 Time
40 0 3 40 X X X 3 To: 1:00
39 3 1 39 X X X X 4
38 3 1 38 X X X X 4 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 6 8 36 X X X X X X X X X X X X X X 14 *
35 5 3 35 X X X X X X X X 8 P
34 6 3 34 X X X X X X X X X 9 A
33 3 2 33 X X X X X 5 C
32 5 4 32 X X X X X X X X X 9 E
31 9 4 31 X X X X X X X X X X X X X 13 * Eastbound Westbound Combined Statistics 30 0 4 30 X X X X 4 * % Over Pace: 8% 24% 19%
29 3 2 29 X X X X X 5 *
28 1 0 28 X 1 % In Pace: 84% 72% 78%
27 0 1 27 X 1
26 0 1 26 X 1 % Under Pace: 8% 4% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40MPH 29 - 38MPH 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:34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:38 MPH 41 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
3/30/23

Page 410 of 738 ends

21.B

Page 1330 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ Santa Fe Street - San Jacinto Street
24 Hour Directional Volume Count

HEM078
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 89 7 86
12:15 10 84 6 85
12:30 4 101 4 89
12:45 0 60 23 334 6 84 23 344 46 678
01:00 7 83 3 77
01:15 2 88 7 62
01:30 8 95 4 80
01:45 6 121 23 387 5 64 19 283 42 670
02:00 4 97 2 77
02:15 1 93 6 99
02:30 6 134 4 96
02:45 4 116 15 440 3 88 15 360 30 800
03:00 3 123 4 82
03:15 4 104 3 86
03:30 2 103 6 88
03:45 5 132 14 462 4 109 17 365 31 827
04:00 3 125 7 102
04:15 6 105 6 112
04:30 2 111 16 97
04:45 6 104 17 445 22 107 51 418 68 863
05:00 8 137 16 100
05:15 9 83 11 67
05:30 16 95 18 84
05:45 21 105 54 420 30 98 75 349 129 769
06:00 23 87 21 76
06:15 23 105 12 74
06:30 32 78 23 64
06:45 55 70 133 340 48 79 104 293 237 633
07:00 71 61 79 81
07:15 97 77 73 70
07:30 80 71 76 57
07:45 82 64 330 273 97 63 325 271 655 544
08:00 93 53 88 52
08:15 100 48 63 58
08:30 79 42 69 42
08:45 76 54 348 197 77 32 297 184 645 381
09:00 64 35 69 37
09:15 72 25 60 34
09:30 72 28 59 30
09:45 65 24 273 112 57 19 245 120 518 232
10:00 68 27 57 26
10:15 65 25 78 21
10:30 63 15 65 17
10:45 85 14 281 81 74 16 274 80 555 161
11:00 92 12 80 12
11:15 84 12 56 14
11:30 79 12 58 15
11:45 76 6 331 42 64 10 258 51 589 93
Total 1842 3533 1842 3533 1703 3118 1703 3118 3545 6651 Combined
Total 5375 5375 4821 4821 10196
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 355 - - - 334 - - - - -
P.H.F. 0.888 0.861
PM Peak - - 02:30 - - - 03:45 - - - -
Vol. - - 477 - - - 420 - - - -
P.H.F. 0.890 0.938

Percentag
e 34.3% 65.7% 35.3% 64.7%
ADT/AADT ADT 10,196 AADT 10,196

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21.B

Page 1331 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A87
Menlo Avenue between San Jacinto and Park

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21.B

Page 1332 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

87 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Menlo Ave
From: San Jacinto St To: Park Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 42 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 34-43 MPH
Percent in Pace 72%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.48 Miles
Average Daily Traffic: 8,735
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.74
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:

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

Page 413 of 738 ends

21.B

Page 1333 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: San Jacinto Street - Park 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: 3:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 0 50 0 To: 3:35
49 0 1 49 X 1
48 0 2 48 X X 2 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 1 0 46 X 1
45 1 0 45 X 1
44 0 2 44 X X 2
43 1 1 43 X X 2 *
42 1 4 42 X X X X X 5 *
41 3 3 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 2 6 40 X X X X X X X X 8 P % Over Pace: 18% 14% 9%
39 3 2 39 X X X X X 5 A
38 3 6 38 X X X X X X X X X 9 C % In Pace: 74% 74% 72%
37 8 2 37 X X X X X X X X X X 10 E
36 1 5 36 X X X X X X 6 * % Under Pace: 8% 12% 19%
35 6 5 35 X X X X X X X X X X X 11 *
34 7 3 34 X X X X X X X X X X 10 * Average Speed: 36 MPH 39 MPH 37 MPH 33 1 0 33 X 1
32 2 2 32 X X X X 4 Pace Speed: 30 - 39MPH 34 - 43MPH 34 - 43MPH 31 2 3 31 X X X X X 5
30 4 0 30 X X X X 4
29 1 1 29 X X 2 15th Percentile / Critical Speed:30 MPH 34 MPH 32 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:35 MPH 38 MPH 37 MPH 26 2 0 26 X X 2
25 0 0 25 0 85th Percentile / Critical Speed:40 MPH 43 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
3/8/23

Page 414 of 738 ends

21.B

Page 1334 of 1658 ends

Page 1 ends

City of Hemet
Menlo Avenue
B/ San Jacinto Street - Park Avenue
24 Hour Directional Volume Count

HEM079
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/26/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 84 5 63
12:15 2 64 4 71
12:30 6 64 1 66
12:45 3 77 18 289 4 68 14 268 32 557
01:00 2 55 6 61
01:15 0 73 4 70
01:30 3 59 8 50
01:45 3 62 8 249 4 66 22 247 30 496
02:00 2 74 2 77
02:15 0 68 8 63
02:30 3 84 2 86
02:45 5 92 10 318 1 64 13 290 23 608
03:00 4 78 3 63
03:15 2 89 6 63
03:30 4 92 2 82
03:45 2 96 12 355 9 83 20 291 32 646
04:00 3 85 10 63
04:15 8 75 10 86
04:30 2 102 13 64
04:45 1 104 14 366 19 80 52 293 66 659
05:00 5 114 22 75
05:15 8 107 20 73
05:30 10 93 25 49
05:45 16 95 39 409 44 71 111 268 150 677
06:00 15 86 33 100
06:15 20 76 32 72
06:30 24 65 37 67
06:45 34 69 93 296 66 72 168 311 261 607
07:00 43 63 68 86
07:15 69 65 78 81
07:30 69 64 88 57
07:45 82 54 263 246 111 41 345 265 608 511
08:00 74 38 74 77
08:15 54 48 57 62
08:30 56 51 64 50
08:45 66 39 250 176 70 50 265 239 515 415
09:00 39 34 67 40
09:15 65 35 58 39
09:30 53 29 60 24
09:45 54 31 211 129 76 22 261 125 472 254
10:00 47 33 46 34
10:15 58 28 43 32
10:30 52 19 50 19
10:45 57 8 214 88 61 14 200 99 414 187
11:00 47 16 54 10
11:15 54 10 58 10
11:30 45 11 63 9
11:45 58 6 204 43 49 15 224 44 428 87
Total 1336 2964 1336 2964 1695 2740 1695 2740 3031 5704 Combined
Total 4300 4300 4435 4435 8735
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 294 - - - 351 - - - - -
P.H.F. 0.896 0.791
PM Peak - - 04:30 - - - 03:30 - - - -
Vol. - - 427 - - - 314 - - - -
P.H.F. 0.936 0.913

Percentag
e 31.1% 68.9% 38.2% 61.8%
ADT/AADT ADT 8,735 AADT 8,735

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21.B

Page 1335 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A88
Meridian Street between Washington and Park

Page 416 of 738 ends

21.B

Page 1336 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

88 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Meridian St
From: Washington Ave To: Park Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 51 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 66%

Street Classification: Collector
Length of Street Segment: 0.59 Miles
Average Daily Traffic: 3,603
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)(B); CA -MUTCD Section 2B.13, Option 29A.3 (residential density).

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 and conditions not readily apparent, 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

Page 417 of 738 ends

21.B

Page 1337 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Meridian Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Washington Avenue - Park 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 1 56 X 1
55 1 0 55 X 1
54 0 1 54 X 1 Time
53 1 1 53 X X 2 From: 1:25
52 3 1 52 X X X X 4
51 2 4 51 X X X X X X 6 Time
50 1 0 50 X 1 To: 1:55
49 0 2 49 X X 2
48 0 3 48 X X X 3 Existing
47 2 3 47 X X X X X 5 * Speed Limit: 35 MPH
46 1 2 46 X X X 3 *
45 2 3 45 X X X X X 5 *
44 4 3 44 X X X X X X X 7 P
43 5 2 43 X X X X X X X 7 A
42 8 3 42 X X X X X X X X X X X 11 C
41 4 4 41 X X X X X X X X 8 E Northbound Southbound Combined Statistics 40 1 4 40 X X X X X 5 * % Over Pace: 16% 22% 22%
39 6 3 39 X X X X X X X X X 9 *
38 3 3 38 X X X X X X 6 * % In Pace: 72% 60% 66%
37 1 0 37 X 1
36 1 1 36 X X 2 % Under Pace: 12% 18% 12%
35 2 4 35 X X X X X X 6
34 0 1 34 X 1 Average Speed: 43 MPH 44 MPH 43 MPH
33 2 0 33 X X 2
32 0 0 32 0 Pace Speed: 38 - 47MPH 39 - 48MPH 38 - 47MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:42 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 51 MPH 51 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

Page 418 of 738 ends

21.B

Page 1338 of 1658 ends

Page 1 ends

City of Hemet
Meridian Street
B/ Washington Avenue - Park Avenue
24 Hour Directional Volume Count

HEM080
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 3 22 3 25
12:15 9 26 3 18
12:30 5 28 6 21
12:45 8 21 25 97 2 20 14 84 39 181
01:00 2 38 1 18
01:15 2 26 2 16
01:30 4 26 2 19
01:45 2 22 10 112 2 16 7 69 17 181
02:00 2 31 1 25
02:15 8 17 3 28
02:30 1 33 1 34
02:45 1 35 12 116 1 35 6 122 18 238
03:00 6 27 6 41
03:15 3 30 2 44
03:30 4 37 3 49
03:45 0 40 13 134 5 33 16 167 29 301
04:00 10 34 2 34
04:15 7 40 2 26
04:30 5 37 3 29
04:45 15 31 37 142 4 47 11 136 48 278
05:00 17 29 6 39
05:15 20 33 9 31
05:30 25 28 6 31
05:45 20 29 82 119 10 33 31 134 113 253
06:00 21 33 5 22
06:15 27 38 7 20
06:30 34 31 8 32
06:45 30 28 112 130 23 21 43 95 155 225
07:00 24 25 14 22
07:15 32 27 29 29
07:30 38 21 28 18
07:45 46 27 140 100 23 29 94 98 234 198
08:00 27 26 27 17
08:15 28 20 35 17
08:30 21 17 26 16
08:45 20 16 96 79 22 11 110 61 206 140
09:00 21 15 17 13
09:15 27 15 33 14
09:30 36 12 20 14
09:45 30 13 114 55 14 7 84 48 198 103
10:00 30 5 15 20
10:15 16 19 10 11
10:30 26 8 18 9
10:45 20 10 92 42 19 8 62 48 154 90
11:00 15 5 12 13
11:15 30 6 13 10
11:30 22 4 20 4
11:45 24 3 91 18 18 5 63 32 154 50
Total 824 1144 824 1144 541 1094 541 1094 1365 2238
Combined
Total 1968 1968 1635 1635 3603
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 143 - - - 113 - - - - -
P.H.F. 0.777 0.807
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 151 - - - 169 - - - -
P.H.F. 0.944 0.862

Percentag
e 41.9% 58.1% 33.1% 66.9%
ADT/AADT ADT 3,603 AADT 3,603

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21.B

Page 1339 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A89
Millie Drive between Eaton and Fruitvale

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21.B

Page 1340 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

89 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Millie Dr
From: Eaton Ave To: Fruitvale Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 31 MPH
50 Percentile 26 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 22-31 MPH
Percent in Pace 80%

Street Classification: Local
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 754
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 4.84
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 and conditions not readily apparent, 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

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21.B

Page 1341 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Millie Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Eaton Avenue - Fruitvale 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 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:45
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 1 1 36 X X 2
35 3 0 35 X X X 3
34 1 0 34 X 1
33 1 0 33 X 1
32 3 2 32 X X X X X 5
31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 18% 6% 12%
29 2 4 29 X X X X X X 6 *
28 7 4 28 X X X X X X X X X X X 11 P % In Pace: 78% 82% 80% 27 4 5 27 X X X X X X X X X 9 A
26 3 4 26 X X X X X X X 7 C % Under Pace: 4% 12% 8%
25 6 6 25 X X X X X X X X X X X X 12 E
24 2 5 24 X X X X X X X 7 * Average Speed: 28 MPH 26 MPH 27 MPH 23 4 3 23 X X X X X X X 7 *
22 4 5 22 X X X X X X X X X 9 * Pace Speed: 22 - 31MPH 22 - 31MPH 22 - 31MPH 21 2 2 21 X X X X 4
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:23 MPH 22 MPH 22 MPH 18 0 2 18 X X 2
17 0 1 17 X 1 50th Percentile / Critical Speed:27 MPH 25 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:32 MPH 30 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
3/23/23

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21.B

Page 1342 of 1658 ends

Page 1 ends

City of Hemet
Millie Drive
B/ Eaton Avenue - Fruitvale Avenue
24 Hour Directional Volume Count

HEM081
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 6 1 3
12:15 1 7 0 4
12:30 1 1 0 4
12:45 0 5 2 19 0 9 1 20 3 39
01:00 0 4 0 4
01:15 1 9 0 7
01:30 2 5 0 7
01:45 0 2 3 20 0 6 0 24 3 44
02:00 1 3 2 10
02:15 0 44 1 7
02:30 0 7 0 7
02:45 1 4 2 58 1 3 4 27 6 85
03:00 0 1 1 7
03:15 2 6 1 5
03:30 3 11 0 8
03:45 1 11 6 29 1 11 3 31 9 60
04:00 1 10 0 6
04:15 0 7 1 5
04:30 1 5 0 3
04:45 0 5 2 27 1 3 2 17 4 44
05:00 1 6 1 6
05:15 2 3 4 8
05:30 4 8 2 5
05:45 1 5 8 22 2 7 9 26 17 48
06:00 3 6 3 7
06:15 1 8 0 6
06:30 2 1 3 6
06:45 0 6 6 21 2 3 8 22 14 43
07:00 24 0 6 4
07:15 31 5 21 5
07:30 29 4 9 4
07:45 4 5 88 14 3 1 39 14 127 28
08:00 3 3 5 6
08:15 7 5 3 4
08:30 7 3 6 2
08:45 4 8 21 19 3 7 17 19 38 38
09:00 1 2 1 2
09:15 4 4 1 3
09:30 1 0 2 1
09:45 1 0 7 6 4 1 8 7 15 13
10:00 2 0 6 0
10:15 6 3 1 1
10:30 3 1 5 4
10:45 3 1 14 5 2 1 14 6 28 11
11:00 5 1 5 1
11:15 7 0 4 1
11:30 2 0 8 0
11:45 0 1 14 2 2 0 19 2 33 4
Total 173 242 173 242 124 215 124 215 297 457
Combined
Total 415 415 339 339 754
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 88 - - - 39 - - - - -
P.H.F. 0.710 0.464
PM Peak - - 02:00 - - - 03:00 - - - -
Vol. - - 58 - - - 31 - - - -
P.H.F. 0.330 0.705

Percentag
e 41.7% 58.3% 36.6% 63.4%
ADT/AADT ADT 754 AADT 754

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21.B

Page 1343 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A90
Mustang Way between Warren and Fisher

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21.B

Page 1344 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

90 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Mustang Way
From: Warren Rd To: Fisher St

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 44 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 33-42 MPH
Percent in Pace 74%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 5,171
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.35
California Statewide Accidents Rate (MVM): 1.07
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 a ppropriate 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

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21.B

Page 1345 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mustang Way
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Warren Road - Fisher 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 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: 10:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 11:05
49 2 0 49 X X 2
48 2 1 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: N/P MPH
46 1 1 46 X X 2
45 0 4 45 X X X X 4
44 3 1 44 X X X X 4
43 2 1 43 X X X 3
42 5 6 42 X X X X X X X X X X X 11 *
41 4 5 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 7 2 40 X X X X X X X X X 9 * % Over Pace: 20% 16% 19% 39 2 5 39 X X X X X X X 7 P
38 1 7 38 X X X X X X X X 8 A % In Pace: 70% 78% 74%
37 4 0 37 X X X X 4 C
36 3 5 36 X X X X X X X X 8 E % Under Pace: 10% 6% 7%
35 3 4 35 X X X X X X X 7 *
34 3 4 34 X X X X X X X 7 * Average Speed: 39 MPH 39 MPH 39 MPH 33 3 1 33 X X X X 4 *
32 1 1 32 X X 2 Pace Speed: 33 - 42MPH 34 - 43MPH 33 - 42MPH 31 0 0 31 0
30 1 1 30 X X 2
29 2 0 29 X X 2 15th Percentile / Critical Speed:33 MPH 35 MPH 34 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile / Critical Speed:40 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:44 MPH 44 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

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21.B

Page 1346 of 1658 ends

Page 1 ends

City of Hemet
Mustang Way
B/ Warren Road - Fisher Street
24 Hour Directional Volume Count

HEM082
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 7 35 0 33
12:15 6 40 3 29
12:30 4 43 2 31
12:45 2 33 19 151 6 27 11 120 30 271
01:00 4 25 0 33
01:15 5 50 0 34
01:30 3 35 2 45
01:45 5 45 17 155 2 37 4 149 21 304
02:00 7 34 2 40
02:15 2 48 2 46
02:30 1 39 7 44
02:45 1 55 11 176 4 45 15 175 26 351
03:00 2 51 8 43
03:15 4 61 11 40
03:30 3 61 13 44
03:45 3 69 12 242 16 42 48 169 60 411
04:00 5 62 25 32
04:15 6 52 32 33
04:30 3 64 38 49
04:45 0 55 14 233 25 27 120 141 134 374
05:00 5 62 32 36
05:15 8 63 40 37
05:30 4 77 36 29
05:45 9 61 26 263 31 53 139 155 165 418
06:00 7 56 23 23
06:15 8 50 32 27
06:30 18 48 69 24
06:45 20 45 53 199 56 22 180 96 233 295
07:00 24 45 78 11
07:15 35 38 75 17
07:30 35 43 66 18
07:45 36 32 130 158 56 20 275 66 405 224
08:00 46 42 58 13
08:15 26 33 40 16
08:30 30 29 56 16
08:45 37 34 139 138 42 7 196 52 335 190
09:00 19 30 47 6
09:15 26 16 30 11
09:30 20 25 39 7
09:45 22 21 87 92 33 7 149 31 236 123
10:00 17 21 39 11
10:15 9 12 32 5
10:30 17 16 24 7
10:45 19 7 62 56 26 8 121 31 183 87
11:00 22 14 34 11
11:15 29 14 20 3
11:30 30 10 25 5
11:45 31 13 112 51 28 6 107 25 219 76
Total 682 1914 682 1914 1365 1210 1365 1210 2047 3124
Combined
Total 2596 2596 2575 2575 5171
AM Peak - 07:15 - - - 06:30 - - - - -
Vol. - 152 - - - 278 - - - - -
P.H.F. 0.826 0.891
PM Peak - - 05:00 - - - 02:15 - - - -
Vol. - - 263 - - - 178 - - - -
P.H.F. 0.854 0.967

Percentag
e 26.3% 73.7% 53.0% 47.0%
ADT/AADT ADT 5,171 AADT 5,171

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21.B

Page 1347 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A91
Mustang Way between Fisher and Cawston

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21.B

Page 1348 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

91 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Mustang Way
From: Fisher St To: Cawston Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 46 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 68%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,866
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.42
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 speed and conditions not readily apparent , 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

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21.B

Page 1349 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mustang Way
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fisher Street - Cawston 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: 11:05
52 0 0 52 0
51 1 2 51 X X X 3 Time
50 0 2 50 X X 2 To: 12:00
49 1 1 49 X X 2
48 1 1 48 X X 2 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 1 4 46 X X X X X 5
45 1 4 45 X X X X X 5 *
44 5 6 44 X X X X X X X X X X X 11 *
43 2 3 43 X X X X X 5 *
42 3 2 42 X X X X X 5 P
41 5 2 41 X X X X X X X 7 A Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 C % Over Pace: 12% 12% 16%
39 4 6 39 X X X X X X X X X X 10 E
38 3 5 38 X X X X X X X X 8 * % In Pace: 68% 72% 68%
37 3 2 37 X X X X X 5 *
36 5 2 36 X X X X X X X 7 * % Under Pace: 20% 16% 16%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 39 MPH 41 MPH 40 MPH
33 2 2 33 X X X X 4
32 3 2 32 X X X X X 5 Pace Speed: 36 - 45MPH 37 - 46MPH 36 - 45MPH 31 2 1 31 X X X 3
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed:33 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
3/23/23

Page 430 of 738 ends

21.B

Page 1350 of 1658 ends

Page 1 ends

City of Hemet
Mustang Way
B/ Fisher Street - Cawston Avenue
24 Hour Directional Volume Count

HEM083
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 18 1 12
12:15 7 20 2 19
12:30 1 32 2 22
12:45 3 17 14 87 6 20 11 73 25 160
01:00 6 26 0 21
01:15 3 41 1 32
01:30 2 34 2 25
01:45 2 51 13 152 3 14 6 92 19 244
02:00 1 41 1 20
02:15 1 55 0 43
02:30 0 36 3 37
02:45 2 49 4 181 2 32 6 132 10 313
03:00 3 60 4 28
03:15 2 46 5 23
03:30 2 58 4 42
03:45 3 63 10 227 7 43 20 136 30 363
04:00 3 48 13 36
04:15 3 43 13 31
04:30 2 49 13 30
04:45 0 53 8 193 10 27 49 124 57 317
05:00 4 56 18 30
05:15 3 69 14 27
05:30 1 83 12 30
05:45 9 49 17 257 12 42 56 129 73 386
06:00 5 43 5 16
06:15 9 32 15 25
06:30 16 34 34 14
06:45 18 26 48 135 28 19 82 74 130 209
07:00 27 30 39 14
07:15 35 34 45 13
07:30 34 28 33 15
07:45 28 24 124 116 32 18 149 60 273 176
08:00 48 32 39 16
08:15 42 33 31 17
08:30 31 20 29 17
08:45 25 18 146 103 31 7 130 57 276 160
09:00 17 17 28 4
09:15 23 22 20 14
09:30 10 20 21 7
09:45 13 7 63 66 22 3 91 28 154 94
10:00 14 16 22 9
10:15 7 13 17 6
10:30 15 13 16 12
10:45 13 7 49 49 17 6 72 33 121 82
11:00 20 9 19 7
11:15 17 6 15 4
11:30 20 3 15 1
11:45 21 13 78 31 20 4 69 16 147 47
Total 574 1597 574 1597 741 954 741 954 1315 2551
Combined
Total 2171 2171 1695 1695 3866
AM Peak - 07:30 - - - 07:00 - - - - -
Vol. - 152 - - - 149 - - - - -
P.H.F. 0.792 0.828
PM Peak - - 04:45 - - - 03:30 - - - -
Vol. - - 261 - - - 152 - - - -
P.H.F. 0.786 0.884

Percentag
e 26.4% 73.6% 43.7% 56.3%
ADT/AADT ADT 3,866 AADT 3,866

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21.B

Page 1351 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A92
Mustang Way between Cawston and Sanderson

Page 432 of 738 ends

21.B

Page 1352 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

92 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Mustang Way
From: Cawston Ave To: Sanderson Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 45 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 34-43 MPH
Percent in Pace 71%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.59 Miles
Average Daily Traffic: 3,775
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.05
California Statewide Accidents Rate (MVM): 1.05
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 speed, 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

Page 433 of 738 ends

21.B

Page 1353 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mustang Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cawston Avenue - Sanderson Avenue
52 0 0 52 0
51 0 0 51 0
50 1 0 50 X 1 Weather: Clear
49 1 1 49 X X 2
48 2 1 48 X X X 3
47 2 1 47 X X X 3 Date:
46 2 3 46 X X X X X 5
45 1 2 45 X X X 3
44 1 1 44 X X 2 Time
43 0 4 43 X X X X 4 * From: 12:00
42 3 3 42 X X X X X X 6 *
41 3 3 41 X X X X X X 6 * Time
40 4 1 40 X X X X X 5 P To: 12:50
39 6 6 39 X X X X X X X X X X X X 12 A
38 1 6 38 X X X X X X X 7 C Existing
37 4 5 37 X X X X X X X X X 9 E Speed Limit: 35 MPH
36 3 6 36 X X X X X X X X X 9 *
35 6 2 35 X X X X X X X X 8 *
34 3 2 34 X X X X X 5 *
33 1 1 33 X X 2
32 3 1 32 X X X X 4
31 1 1 31 X X 2 Eastbound Westbound Combined Statistics 30 0 0 30 0 % Over Pace: 20% 18% 19%
29 1 0 29 X 1
28 1 0 28 X 1 % In Pace: 68% 76% 71%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 12% 6% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 39 MPH 39 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42MPH 34 - 43MPH 34 - 43MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:34 MPH 36 MPH 34 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:39 MPH 39 MPH 39 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:46 MPH 45 MPH 45 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
3/23/23

Page 434 of 738 ends

21.B

Page 1354 of 1658 ends

Page 1 ends

City of Hemet
Mustang Way
B/ Cawston Avenue - Sanderson Avenue
24 Hour Directional Volume Count

HEM084
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 18 4 18
12:15 5 18 7 14
12:30 2 29 4 9
12:45 2 17 12 82 6 29 21 70 33 152
01:00 3 24 2 22
01:15 3 39 0 23
01:30 1 24 1 15
01:45 1 24 8 111 4 18 7 78 15 189
02:00 1 29 2 25
02:15 0 58 0 26
02:30 0 28 1 24
02:45 2 49 3 164 1 23 4 98 7 262
03:00 3 51 2 24
03:15 0 73 2 19
03:30 1 68 1 106
03:45 5 47 9 239 2 69 7 218 16 457
04:00 3 38 2 53
04:15 5 32 4 25
04:30 3 24 1 26
04:45 2 40 13 134 0 24 7 128 20 262
05:00 5 42 6 26
05:15 3 41 9 29
05:30 4 46 3 34
05:45 5 27 17 156 5 34 23 123 40 279
06:00 6 27 9 10
06:15 9 33 9 25
06:30 15 19 17 28
06:45 25 18 55 97 16 13 51 76 106 173
07:00 33 13 28 12
07:15 60 18 43 10
07:30 52 13 24 18
07:45 46 15 191 59 24 17 119 57 310 116
08:00 120 16 42 9
08:15 198 16 65 14
08:30 75 13 54 19
08:45 36 15 429 60 33 8 194 50 623 110
09:00 29 9 28 4
09:15 29 13 22 13
09:30 14 9 18 9
09:45 18 9 90 40 21 14 89 40 179 80
10:00 17 8 18 3
10:15 8 8 10 7
10:30 21 9 10 12
10:45 12 8 58 33 15 12 53 34 111 67
11:00 21 3 13 4
11:15 17 5 15 4
11:30 21 5 12 4
11:45 22 6 81 19 13 3 53 15 134 34
Total 966 1194 966 1194 628 987 628 987 1594 2181
Combined
Total 2160 2160 1615 1615 3775
AM Peak - 07:45 - - - 08:00 - - - - -
Vol. - 439 - - - 194 - - - - -
P.H.F. 0.554 0.746
PM Peak - - 02:45 - - - 03:30 - - - -
Vol. - - 241 - - - 253 - - - -
P.H.F. 0.825 0.597

Percentag
e 44.7% 55.3% 38.9% 61.1%
ADT/AADT ADT 3,775 AADT 3,775

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21.B

Page 1355 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A93
Oakland Avenue between Lyon and State

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21.B

Page 1356 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
93 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Oakland Ave
From: Lyon Ave To: State St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 43 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 63%
S
treet Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 4,049
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.80
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 roadwa y 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:

A
PPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ E
stablishment of new speed zone
A
PPROVED: DATE: October 25, 2023

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21.B

Page 1357 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakland Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - State Street
52 0 0 52 0
51 0 0 51 0
50 0 1 50 X 1 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 1 2 47 X X X 3 Date:
46 2 2 46 X X X X 4
45 3 0 45 X X X 3
44 3 0 44 X X X 3 Time
43 1 1 43 X X 2 From: 3:00
42 2 1 42 X X X 3
41 6 2 41 X X X X X X X X 8 Time
40 0 1 40 X 1 To: 3:25
39 1 6 39 X X X X X X X 7 *
38 4 6 38 X X X X X X X X X X 10 * Existing
37 2 1 37 X X X 3 * Speed Limit: 30 MPH
36 4 2 36 X X X X X X 6 P
35 1 2 35 X X X 3 A
34 5 4 34 X X X X X X X X X 9 C
33 3 2 33 X X X X X 5 E
32 1 3 32 X X X X 4 *
31 6 5 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 38% 20% 28%
29 2 0 29 X X 2
28 1 3 28 X X X X 4 % In Pace: 60% 68% 63%
27 0 3 27 X X X 3
26 0 0 26 0 % Under Pace: 2% 12% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 30 - 39MPH 30 - 39MPH 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:36 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:44 MPH 41 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

Page 438 of 738 ends

21.B

Page 1358 of 1658 ends

Page 1 ends

City of Hemet
Oakland Avenue
B/ Lyon Avenue - State Street
24 Hour Directional Volume Count

HEM085
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/19/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 39 6 39
12:15 4 29 1 49
12:30 2 34 2 40
12:45 2 35 10 137 1 36 10 164 20 301
01:00 2 29 1 41
01:15 2 30 3 50
01:30 3 37 1 42
01:45 2 35 9 131 3 42 8 175 17 306
02:00 6 29 4 43
02:15 0 40 3 50
02:30 0 41 3 45
02:45 0 32 6 142 2 48 12 186 18 328
03:00 4 30 0 48
03:15 1 39 4 53
03:30 0 33 1 51
03:45 2 44 7 146 2 48 7 200 14 346
04:00 3 33 3 57
04:15 1 41 4 47
04:30 3 38 3 48
04:45 4 28 11 140 7 35 17 187 28 327
05:00 4 25 3 50
05:15 2 22 6 50
05:30 9 25 4 38
05:45 5 33 20 105 5 38 18 176 38 281
06:00 12 23 7 31
06:15 7 18 11 35
06:30 14 26 13 27
06:45 19 26 52 93 13 22 44 115 96 208
07:00 27 24 14 17
07:15 34 21 25 28
07:30 20 20 26 21
07:45 39 19 120 84 19 24 84 90 204 174
08:00 35 10 23 23
08:15 27 28 38 20
08:30 23 14 25 16
08:45 24 15 109 67 24 10 110 69 219 136
09:00 25 13 23 6
09:15 26 11 32 12
09:30 31 14 35 18
09:45 28 17 110 55 40 8 130 44 240 99
10:00 27 11 47 11
10:15 23 13 34 9
10:30 26 7 31 7
10:45 40 6 116 37 57 8 169 35 285 72
11:00 23 2 25 5
11:15 26 3 44 5
11:30 43 3 29 5
11:45 33 4 125 12 41 1 139 16 264 28
Total 695 1149 695 1149 748 1457 748 1457 1443 2606
Combined
Total 1844 1844 2205 2205 4049
AM Peak - 10:45 - - - 10:00 - - - - -
Vol. - 132 - - - 169 - - - - -
P.H.F. 0.767 0.741
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 156 - - - 209 - - - -
P.H.F. 0.886 0.917

Percentag
e 37.7% 62.3% 33.9% 66.1%
ADT/AADT ADT 4,049 AADT 4,049

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21.B

Page 1359 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A94
Oakland Avenue between State to San Jacinto

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21.B

Page 1360 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

94 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Oakland Ave
From: State St To: San Jacinto St

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 77%

Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 5,850
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.04
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) 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 and conditions not readily apparent, 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

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21.B

Page 1361 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakland Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Jacinto Street - Park 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 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 12:50
42 0 1 42 X 1
41 3 2 41 X X X X X 5 Time
40 1 1 40 X X 2 To: 1:25
39 0 3 39 X X X 3
38 1 0 38 X 1 Existing
37 3 10 37 X X X X X X X X X X X X X 13 * Speed Limit: 35 MPH 36 6 6 36 X X X X X X X X X X X X 12 *
35 4 6 35 X X X X X X X X X X 10 *
34 6 7 34 X X X X X X X X X X X X X 13 P
33 6 3 33 X X X X X X X X X 9 A
32 2 0 32 X X 2 C
31 5 4 31 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 30 5 1 30 X X X X X X 6 * % Over Pace: 10% 8% 14%
29 1 2 29 X X X 3 *
28 1 1 28 X X 2 * % In Pace: 78% 80% 79%
27 2 0 27 X X 2
26 2 0 26 X X 2 % Under Pace: 12% 12% 7%
25 0 2 25 X X 2
24 1 0 24 X 1 Average Speed: 33 MPH 35 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38MPH 31 - 40MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 31 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 35 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 39 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
3/8/23

Page 442 of 738 ends

21.B

Page 1362 of 1658 ends

Page 1 ends

City of Hemet
Oakland Avenue
B/ State Street - San Jacinto Street
24 Hour Directional Volume Count

HEM086
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/19/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 54 3 87
12:15 6 46 1 62
12:30 2 51 1 49
12:45 2 56 14 207 1 60 6 258 20 465
01:00 5 65 2 39
01:15 4 48 3 54
01:30 2 52 4 47
01:45 5 49 16 214 0 52 9 192 25 406
02:00 4 54 3 63
02:15 1 44 4 57
02:30 1 47 3 70
02:45 1 60 7 205 1 64 11 254 18 459
03:00 2 49 0 62
03:15 4 52 1 64
03:30 1 58 1 73
03:45 5 67 12 226 0 64 2 263 14 489
04:00 2 67 4 79
04:15 0 63 2 54
04:30 2 59 4 58
04:45 1 52 5 241 10 52 20 243 25 484
05:00 2 73 5 81
05:15 3 37 6 55
05:30 7 41 6 65
05:45 15 51 27 202 17 43 34 244 61 446
06:00 16 34 16 37
06:15 13 33 22 38
06:30 14 28 23 29
06:45 27 46 70 141 34 32 95 136 165 277
07:00 48 35 46 24
07:15 63 27 60 30
07:30 49 29 50 26
07:45 60 23 220 114 38 28 194 108 414 222
08:00 42 15 41 20
08:15 33 34 42 20
08:30 40 20 43 31
08:45 44 23 159 92 48 15 174 86 333 178
09:00 33 28 33 17
09:15 34 17 38 15
09:30 35 19 51 17
09:45 48 21 150 85 40 6 162 55 312 140
10:00 37 16 63 12
10:15 37 16 38 11
10:30 29 5 38 13
10:45 48 10 151 47 55 5 194 41 345 88
11:00 40 7 59 11
11:15 52 8 69 11
11:30 46 6 33 3
11:45 62 3 200 24 51 3 212 28 412 52
Total 1031 1798 1031 1798 1113 1908 1113 1908 2144 3706 Combined
Total 2829 2829 3021 3021 5850
AM Peak - 07:00 - - - 10:30 - - - - -
Vol. - 220 - - - 221 - - - - -
P.H.F. 0.873 0.801
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 256 - - - 280 - - - -
P.H.F. 0.955 0.886

Percentag
e 36.4% 63.6% 36.8% 63.2%
ADT/AADT ADT 5,850 AADT 5,850

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21.B

Page 1363 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A95
Oakland Avenue between San Jacinto and Park

Page 444 of 738 ends

21.B

Page 1364 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

95 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Oakland Ave
From: San Jacinto St To: Park Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 37 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 79%

Street Classification: Collector
Length of Street Segment: 0.72 Miles
Average Daily Traffic: 3,528
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020

0.36 0.36
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: 35 MPH

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

Page 445 of 738 ends

21.B

Page 1365 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakland 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 1 0 45 X 1
44 1 0 44 X 1 Time
43 0 0 43 0 From: 12:30
42 1 0 42 X 1
41 2 1 41 X X X 3 Time
40 0 1 40 X 1 To: 12:50
39 3 1 39 X X X X 4
38 1 1 38 X X 2 Existing
37 1 3 37 X X X X 4 * Speed Limit: 30 MPH
36 5 2 36 X X X X X X X 7 *
35 1 4 35 X X X X X 5 *
34 1 6 34 X X X X X X X 7 P
33 5 3 33 X X X X X X X X 8 A
32 6 7 32 X X X X X X X X X X X X X 13 C
31 4 4 31 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 30 8 1 30 X X X X X X X X X 9 * % Over Pace: 18% 6% 13% 29 3 6 29 X X X X X X X X X 9 *
28 6 1 28 X X X X X X X 7 * % In Pace: 80% 74% 77%
27 0 2 27 X X 2
26 1 2 26 X X X 3 % Under Pace: 2% 20% 10%
25 0 2 25 X X 2
24 0 1 24 X 1 Average Speed: 33 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 28 - 37MPH 29 - 38MPH 28 - 37MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 MPH 36 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
3/8/23

Page 446 of 738 ends

21.B

Page 1366 of 1658 ends

Page 1 ends

City of Hemet
Oakland Avenue
B/ San Jacinto Street - Park Avenue
24 Hour Directional Volume Count

HEM087
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 37 1 42
12:15 2 37 3 59
12:30 3 24 3 27
12:45 2 22 8 120 0 32 7 160 15 280
01:00 2 26 1 21
01:15 4 19 4 42
01:30 1 20 1 25
01:45 2 31 9 96 1 23 7 111 16 207
02:00 5 15 1 25
02:15 0 26 1 37
02:30 1 34 2 49
02:45 1 45 7 120 1 38 5 149 12 269
03:00 0 30 1 45
03:15 1 26 2 36
03:30 2 33 2 39
03:45 1 43 4 132 0 43 5 163 9 295
04:00 0 36 6 47
04:15 2 37 1 45
04:30 1 37 4 48
04:45 3 24 6 134 3 35 14 175 20 309
05:00 2 41 4 35
05:15 0 41 11 41
05:30 5 50 7 41
05:45 7 33 14 165 14 31 36 148 50 313
06:00 14 24 7 22
06:15 3 22 11 29
06:30 9 28 21 21
06:45 17 27 43 101 17 25 56 97 99 198
07:00 21 27 43 27
07:15 26 26 64 18
07:30 27 14 32 17
07:45 16 18 90 85 56 10 195 72 285 157
08:00 21 20 28 11
08:15 11 14 39 15
08:30 15 17 35 16
08:45 16 8 63 59 24 11 126 53 189 112
09:00 16 9 26 12
09:15 18 13 24 7
09:30 19 6 29 6
09:45 17 2 70 30 23 7 102 32 172 62
10:00 23 8 21 6
10:15 19 6 25 7
10:30 18 7 22 2
10:45 10 5 70 26 23 5 91 20 161 46
11:00 25 7 31 2
11:15 21 7 36 2
11:30 24 2 34 1
11:45 27 4 97 20 29 0 130 5 227 25
Total 481 1088 481 1088 774 1185 774 1185 1255 2273
Combined
Total 1569 1569 1959 1959 3528
AM Peak - 11:00 - - - 07:00 - - - - -
Vol. - 97 - - - 195 - - - - -
P.H.F. 0.898 0.762
PM Peak - - 05:00 - - - 03:45 - - - -
Vol. - - 165 - - - 183 - - - -
P.H.F. 0.825 0.953

Percentag
e 30.7% 69.3% 39.5% 60.5%
ADT/AADT ADT 3,528 AADT 3,528

Page 447 of 738 ends

21.B

Page 1367 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A96
Palm Avenue between Esplanade and Oakland

Page 448 of 738 ends

21.B

Page 1368 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

96 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Esplanade Abe To: Oakland Ave

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 48 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 71%

Street Classification: Secondary (Undivided)
Length of Street Segment: 1.25 Miles
Average Daily Traffic: 5,900
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.24
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 g
eneral 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:

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

Page 449 of 738 ends

21.B

Page 1369 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Esplanade 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 1 57 X 1 Date:
56 0 2 56 X X 2
55 0 2 55 X X 2
54 2 0 54 X X 2 Time
53 0 0 53 0 From: 11:25
52 1 1 52 X X 2
51 0 0 51 0 Time
50 3 2 50 X X X X X 5 To: 11:50
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 3 2 46 X X X X X 5 *
45 5 3 45 X X X X X X X X 8 *
44 8 4 44 X X X X X X X X X X X X 12 *
43 4 5 43 X X X X X X X X X 9 P
42 7 3 42 X X X X X X X X X X 10 A
41 2 3 41 X X X X X 5 C Northbound Southbound Combined Statistics 40 3 5 40 X X X X X X X X 8 E % Over Pace: 12% 22% 19%
39 3 2 39 X X X X X 5 *
38 1 1 38 X X 2 * % In Pace: 76% 66% 71%
37 2 5 37 X X X X X X X 7 *
36 1 1 36 X X 2 % Under Pace: 12% 12% 10%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 43 MPH 43 MPH
33 3 1 33 X X X X 4
32 0 0 32 0 Pace Speed: 38 - 47MPH 37 - 46MPH 37 - 46MPH 31 0 3 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:43 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:47 MPH 50 MPH 48 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
3/28/23

Page 450 of 738 ends

21.B

Page 1370 of 1658 ends

Page 1 ends

City of Hemet
Palm Avenue
B/ Esplanade Avenue - Oakland Avenue
24 Hour Directional Volume Count

HEM088
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 57 1 56
12:15 4 47 3 52
12:30 2 50 3 42
12:45 3 43 12 197 2 38 9 188 21 385
01:00 6 43 2 42
01:15 1 41 0 34
01:30 4 54 1 39
01:45 1 61 12 199 1 41 4 156 16 355
02:00 1 61 0 41
02:15 1 53 1 57
02:30 3 80 2 65
02:45 4 59 9 253 3 62 6 225 15 478
03:00 7 63 0 47
03:15 3 51 3 39
03:30 2 70 1 61
03:45 6 99 18 283 0 50 4 197 22 480
04:00 6 72 1 91
04:15 5 59 2 50
04:30 12 55 3 51
04:45 12 71 35 257 5 39 11 231 46 488
05:00 6 71 5 47
05:15 14 82 7 56
05:30 18 57 3 31
05:45 19 52 57 262 11 43 26 177 83 439
06:00 19 55 9 43
06:15 21 47 11 52
06:30 30 45 12 37
06:45 33 44 103 191 36 36 68 168 171 359
07:00 51 47 31 47
07:15 45 44 27 30
07:30 84 34 56 25
07:45 114 28 294 153 57 27 171 129 465 282
08:00 65 33 82 42
08:15 65 27 62 29
08:30 44 21 48 26
08:45 40 29 214 110 44 32 236 129 450 239
09:00 30 22 24 24
09:15 31 23 28 21
09:30 34 15 25 18
09:45 38 19 133 79 26 16 103 79 236 158
10:00 27 16 31 10
10:15 36 7 22 13
10:30 42 9 23 6
10:45 33 10 138 42 37 21 113 50 251 92
11:00 35 5 24 6
11:15 33 3 30 9
11:30 55 6 41 8
11:45 69 7 192 21 33 5 128 28 320 49
Total 1217 2047 1217 2047 879 1757 879 1757 2096 3804
Combined
Total 3264 3264 2636 2636 5900
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 328 - - - 257 - - - - -
P.H.F. 0.719 0.784
PM Peak - - 03:30 - - - 03:30 - - - -
Vol. - - 300 - - - 252 - - - -
P.H.F. 0.758 0.692

Percentag
e 37.3% 62.7% 33.3% 66.7%
ADT/AADT ADT 5,900 AADT 5,900

Page 451 of 738 ends

21.B

Page 1371 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A97
Palm Avenue between Oakland and Florida

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21.B

Page 1372 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

97 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Oakland Ave To: Florida Ave

Date of Speed Survey: 7/6/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 28-37 MPH
Percent in Pace 79%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 5,909
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.93
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: 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 speed, 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

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21.B

Page 1373 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Oakland 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 1 44 X 1 Time
43 0 1 43 X 1 From: 11:30
42 0 0 42 0
41 2 3 41 X X X X X 5 Time
40 0 2 40 X X 2 To: 11:55
39 1 2 39 X X X 3
38 3 0 38 X X X 3 Existing
37 3 0 37 X X X 3 * Speed Limit: N / PMPH
36 3 1 36 X X X X 4 *
35 4 3 35 X X X X X X X 7 *
34 4 4 34 X X X X X X X X 8 P
33 4 5 33 X X X X X X X X X 9 A
32 4 6 32 X X X X X X X X X X 10 C
31 4 3 31 X X X X X X X 7 E Northbound Southbound Combined Statistics 30 11 7 30 X X X X X X X X X X X X X X X X X X 18 * % Over Pace: 6% 18% 15% 29 2 7 29 X X X X X X X X X 9 *
28 1 3 28 X X X X 4 * % In Pace: 84% 78% 79%
27 0 0 27 0
26 0 1 26 X 1 % Under Pace: 10% 4% 6%
25 0 0 25 0
24 2 1 24 X X X 3 Average Speed: 32 MPH 33 MPH 33 MPH
23 0 0 23 0
22 2 0 22 X X 2 Pace Speed: 29 - 38MPH 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 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 39 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
7/6/23

Page 454 of 738 ends

21.B

Page 1374 of 1658 ends

Page 1 ends

City of Hemet
Palm Avenue
B/ Oakland Avenue - Florida Avenue
24 Hour Directional Volume Count

HEM089
Site Code: 232-23157B

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 7/6/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 31 5 44
12:15 2 22 5 33
12:30 3 21 3 45
12:45 7 23 18 97 3 56 16 178 34 275
01:00 2 34 2 52
01:15 6 40 3 41
01:30 5 41 1 57
01:45 1 51 14 166 5 67 11 217 25 383
02:00 3 45 2 64
02:15 1 60 4 77
02:30 1 57 3 63
02:45 3 84 8 246 0 66 9 270 17 516
03:00 3 85 5 63
03:15 4 77 2 65
03:30 1 68 3 84
03:45 2 49 10 279 4 92 14 304 24 583
04:00 2 71 4 79
04:15 5 60 5 67
04:30 5 57 7 68
04:45 6 57 18 245 9 57 25 271 43 516
05:00 5 58 11 47
05:15 5 59 6 58
05:30 10 48 4 51
05:45 8 53 28 218 8 54 29 210 57 428
06:00 12 48 15 51
06:15 19 44 12 40
06:30 20 36 25 41
06:45 25 44 76 172 17 38 69 170 145 342
07:00 18 50 25 48
07:15 24 37 37 46
07:30 35 39 18 40
07:45 36 37 113 163 33 41 113 175 226 338
08:00 34 36 37 30
08:15 28 39 42 24
08:30 43 22 41 28
08:45 28 32 133 129 41 27 161 109 294 238
09:00 42 28 54 21
09:15 44 19 39 20
09:30 39 21 43 12
09:45 38 21 163 89 41 23 177 76 340 165
10:00 49 11 39 12
10:15 42 15 40 15
10:30 42 11 43 6
10:45 55 14 188 51 55 11 177 44 365 95
11:00 36 8 44 15
11:15 57 10 53 8
11:30 43 6 41 14
11:45 44 5 180 29 72 4 210 41 390 70
Total 949 1884 949 1884 1011 2065 1011 2065 1960 3949
Combined
Total 2833 2833 3076 3076 5909
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 191 - - - 210 - - - - -
P.H.F. 0.838 0.729
PM Peak - - 02:45 - - - 03:30 - - - -
Vol. - - 314 - - - 322 - - - -
P.H.F. 0.924 0.875

Percentag
e 33.5% 66.5% 32.9% 67.1%
ADT/AADT ADT 5,909 AADT 5,909

Page 455 of 738 ends

21.B

Page 1375 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A98
Palm Avenue between Florida and Whittier

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21.B

Page 1376 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

98 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Florida Ave To: Whittier Ave

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 36 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 79%

Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 8,606
Total Accidents: 14
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.97
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: 35 MPH

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

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21.B

Page 1377 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida 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 1 0 44 X 1 Time
43 0 0 43 0 From: 10:30
42 0 0 42 0
41 0 0 41 0 Time
40 1 2 40 X X X 3 To: 10:50
39 1 3 39 X X X X 4
38 2 0 38 X X 2 Existing
37 1 4 37 X X X X X 5 Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 *
35 3 1 35 X X X X 4 *
34 2 5 34 X X X X X X X 7 *
33 2 8 33 X X X X X X X X X X 10 P
32 5 5 32 X X X X X X X X X X 10 A
31 8 1 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 E % Over Pace: 12% 10% 15% 29 7 8 29 X X X X X X X X X X X X X X X 15 *
28 1 2 28 X X X 3 * % In Pace: 80% 80% 79%
27 4 3 27 X X X X X X X 7 *
26 2 2 26 X X X X 4 % Under Pace: 8% 10% 6%
25 0 0 25 0
24 1 0 24 X 1 Average Speed: 31 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36MPH 28 - 37MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 37 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
3/30/23

Page 458 of 738 ends

21.B

Page 1378 of 1658 ends

Page 1 ends

City of Hemet
Palm Avenue
B/ Florida Avenue - Whittier Avenue
24 Hour Directional Volume Count

HEM089
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 69 5 76
12:15 6 64 9 77
12:30 5 54 4 82
12:45 1 77 15 264 4 82 22 317 37 581
01:00 5 56 6 97
01:15 1 87 3 61
01:30 2 86 2 77
01:45 2 55 10 284 4 86 15 321 25 605
02:00 3 81 6 99
02:15 0 95 2 98
02:30 2 99 1 100
02:45 2 67 7 342 4 123 13 420 20 762
03:00 5 93 2 83
03:15 6 89 4 83
03:30 9 109 1 82
03:45 7 70 27 361 6 95 13 343 40 704
04:00 12 106 4 109
04:15 7 82 6 87
04:30 15 68 0 109
04:45 17 58 51 314 4 82 14 387 65 701
05:00 14 82 5 67
05:15 14 68 12 75
05:30 21 70 7 85
05:45 24 53 73 273 14 90 38 317 111 590
06:00 21 58 13 63
06:15 31 49 27 85
06:30 36 62 32 60
06:45 44 48 132 217 62 54 134 262 266 479
07:00 54 44 41 69
07:15 80 37 63 46
07:30 107 32 88 39
07:45 74 48 315 161 82 50 274 204 589 365
08:00 84 42 59 52
08:15 67 37 71 45
08:30 65 29 46 39
08:45 78 34 294 142 73 41 249 177 543 319
09:00 59 23 52 38
09:15 61 18 49 38
09:30 62 17 54 27
09:45 72 18 254 76 64 25 219 128 473 204
10:00 54 14 70 23
10:15 67 9 43 16
10:30 54 12 57 19
10:45 66 10 241 45 54 18 224 76 465 121
11:00 48 4 53 14
11:15 49 5 60 13
11:30 67 6 64 11
11:45 78 4 242 19 57 8 234 46 476 65
Total 1661 2498 1661 2498 1449 2998 1449 2998 3110 5496 Combined
Total 4159 4159 4447 4447 8606
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 345 - - - 300 - - - - -
P.H.F. 0.806 0.852
PM Peak - - 03:15 - - - 02:00 - - - -
Vol. - - 374 - - - 420 - - - -
P.H.F. 0.858 0.854

Percentag
e 39.9% 60.1% 32.6% 67.4%
ADT/AADT ADT 8,606 AADT 8,606

Page 459 of 738 ends

21.B

Page 1379 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A99
Palm Avenue between Whittier and Stetson

Page 460 of 738 ends

21.B

Page 1380 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

99 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Whittier Ave To: Stetson Ave

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 38 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 70%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 4,833
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.52
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:

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

Page 461 of 738 ends

21.B

Page 1381 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Whittier 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 1 45 X 1
44 1 0 44 X 1 Time
43 0 0 43 0 From: 3:25
42 0 0 42 0
41 2 3 41 X X X X X 5 Time
40 1 0 40 X 1 To: 3:55
39 3 1 39 X X X X 4
38 2 2 38 X X X X 4 * Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 30 MPH
36 6 4 36 X X X X X X X X X X 10 *
35 6 5 35 X X X X X X X X X X X 11 P
34 1 3 34 X X X X 4 A
33 1 5 33 X X X X X X 6 C
32 3 4 32 X X X X X X X 7 E
31 3 6 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 * % Over Pace: 8% 10% 12%
29 2 3 29 X X X X X 5 *
28 2 2 28 X X X X 4 % In Pace: 66% 76% 70%
27 2 2 27 X X X X 4
26 4 0 26 X X X X 4 % Under Pace: 26% 14% 18%
25 1 1 25 X X 2
24 0 1 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 1 23 X 1
22 1 0 22 X 1 Pace Speed: 30 - 39MPH 29 - 38MPH 29 - 38MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 29 MPH 28 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:38 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
3/30/23

Page 462 of 738 ends

21.B

Page 1382 of 1658 ends

Page 1 ends

City of Hemet
Palm Avenue
B/ Whittier Avenue - Stetson Avenue
24 Hour Directional Volume Count

HEM090
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 38 1 40
12:15 4 35 4 40
12:30 0 28 4 42
12:45 0 44 5 145 5 41 14 163 19 308
01:00 1 34 1 48
01:15 3 47 1 43
01:30 1 45 1 50
01:45 1 30 6 156 1 46 4 187 10 343
02:00 1 43 2 46
02:15 0 52 1 47
02:30 0 64 1 59
02:45 2 42 3 201 2 70 6 222 9 423
03:00 2 38 2 55
03:15 1 35 2 66
03:30 1 42 1 64
03:45 3 47 7 162 5 60 10 245 17 407
04:00 1 66 2 74
04:15 1 49 4 58
04:30 5 55 2 64
04:45 6 39 13 209 2 49 10 245 23 454
05:00 5 52 4 35
05:15 7 35 14 49
05:30 9 34 4 39
05:45 11 35 32 156 14 45 36 168 68 324
06:00 13 37 10 48
06:15 15 27 11 38
06:30 13 29 8 33
06:45 27 37 68 130 18 30 47 149 115 279
07:00 27 27 28 28
07:15 31 25 29 35
07:30 56 26 45 27
07:45 45 21 159 99 45 22 147 112 306 211
08:00 50 20 39 27
08:15 35 19 39 19
08:30 45 16 40 22
08:45 45 18 175 73 52 20 170 88 345 161
09:00 35 11 33 14
09:15 40 7 30 16
09:30 26 9 35 12
09:45 33 12 134 39 38 13 136 55 270 94
10:00 21 14 53 14
10:15 26 9 23 7
10:30 39 7 33 5
10:45 35 5 121 35 42 8 151 34 272 69
11:00 36 2 47 7
11:15 23 2 26 5
11:30 36 2 38 5
11:45 38 3 133 9 31 5 142 22 275 31
Total 856 1414 856 1414 873 1690 873 1690 1729 3104
Combined
Total 2270 2270 2563 2563 4833
AM Peak - 07:30 - - - 08:00 - - - - -
Vol. - 186 - - - 170 - - - - -
P.H.F. 0.830 0.817
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 217 - - - 264 - - - -
P.H.F. 0.822 0.892

Percentag
e 37.7% 62.3% 34.1% 65.9%
ADT/AADT ADT 4,833 AADT 4,833

Page 463 of 738 ends

21.B

Page 1383 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A100
Park Avenue between North City Limit (W) and Dartmouth

Page 464 of 738 ends

21.B

Page 1384 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

100
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Park Ave
From: North City Limit (W) To: Darthmouth St

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 47 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 67%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.23 Miles
Average Daily Traffic: 9,653
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.42
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:

APPR
OVALS :
☒ 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

Page 465 of 738 ends

21.B

Page 1385 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Park Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: North City Limit - Dartmouth 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 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 1 1 54 X X 2 Time
53 0 1 53 X 1 From: 11:50
52 0 2 52 X X 2
51 0 2 51 X X 2 Time
50 1 1 50 X X 2 To: 12:10
49 2 0 49 X X 2
48 0 2 48 X X 2 Existing
47 3 6 47 X X X X X X X X X 9 * Speed Limit: 40 MPH
46 1 1 46 X X 2 *
45 1 3 45 X X X X 4 *
44 5 8 44 X X X X X X X X X X X X X 13 P
43 4 4 43 X X X X X X X X 8 A
42 6 3 42 X X X X X X X X X 9 C
41 3 4 41 X X X X X X X 7 E Eastbound Westbound Combined Statistics 40 5 3 40 X X X X X X X X 8 * % Over Pace: 16% 14% 13%
39 2 2 39 X X X X 4 *
38 1 2 38 X X X 3 * % In Pace: 68% 72% 67%
37 5 3 37 X X X X X X X X 8
36 2 0 36 X X 2 % Under Pace: 16% 14% 20%
35 1 0 35 X 1
34 3 2 34 X X X X X 5 Average Speed: 41 MPH 44 MPH 42 MPH 33 1 0 33 X 1
32 1 0 32 X 1 Pace Speed: 36 - 45MPH 39 - 48MPH 38 - 47MPH 31 0 0 31 0
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed:35 MPH 39 MPH 37 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:41 MPH 44 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:46 MPH 48 MPH 47 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
3/8/23

Page 466 of 738 ends

21.B

Page 1386 of 1658 ends

Page 1 ends

City of Hemet
Park Avenue
B/ Dartmouth Street - North City Limit to the West
24 Hour Directional Volume Count

HEM091
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/19/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 85 5 77
12:15 8 88 3 87
12:30 7 49 5 50
12:45 5 72 27 294 5 65 18 279 45 573
01:00 6 77 4 63
01:15 7 70 2 68
01:30 5 83 6 70
01:45 2 69 20 299 1 59 13 260 33 559
02:00 5 69 4 67
02:15 3 84 4 85
02:30 4 97 5 84
02:45 8 115 20 365 5 83 18 319 38 684
03:00 6 116 6 82
03:15 5 100 11 66
03:30 2 100 4 91
03:45 3 103 16 419 11 96 32 335 48 754
04:00 9 100 14 80
04:15 8 116 20 76
04:30 2 122 22 94
04:45 8 123 27 461 31 98 87 348 114 809
05:00 2 107 29 72
05:15 4 113 24 76
05:30 14 110 28 79
05:45 18 111 38 441 43 67 124 294 162 735
06:00 23 61 39 83
06:15 13 94 33 58
06:30 22 91 46 77
06:45 42 80 100 326 51 57 169 275 269 601
07:00 54 73 90 55
07:15 67 82 77 67
07:30 59 65 98 50
07:45 89 62 269 282 113 48 378 220 647 502
08:00 73 75 87 44
08:15 85 59 82 51
08:30 70 55 86 29
08:45 72 54 300 243 74 37 329 161 629 404
09:00 60 41 61 33
09:15 61 42 52 33
09:30 62 43 64 30
09:45 62 33 245 159 67 31 244 127 489 286
10:00 61 26 55 33
10:15 62 28 57 19
10:30 49 19 55 16
10:45 60 32 232 105 58 16 225 84 457 189
11:00 64 26 50 13
11:15 59 22 75 9
11:30 65 17 67 9
11:45 62 15 250 80 65 8 257 39 507 119
Total 1544 3474 1544 3474 1894 2741 1894 2741 3438 6215 Combined
Total 5018 5018 4635 4635 9653
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 317 - - - 380 - - - - -
P.H.F. 0.890 0.841
PM Peak - - 04:15 - - - 04:00 - - - -
Vol. - - 468 - - - 348 - - - -
P.H.F. 0.951 0.888

Percentag
e 30.8% 69.2% 40.9% 59.1%
ADT/AADT ADT 9,653 AADT 9,653

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A101
Park Avenue between Dartmouth and North City Limit (E)

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

101
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Park Ave
From: Darthmouth St To: North City Limit (E)

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 43 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 34-43 MPH
Percent in Pace 78%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.84 Miles
Average Daily Traffic: 7,864
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.83
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

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

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21.B

Page 1389 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Park Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Dartmouth Street - North City Limit 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 1 49 X 1
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 2 2 45 X X X X 4
44 0 4 44 X X X X 4
43 3 2 43 X X X X X 5 *
42 1 1 42 X X 2 *
41 5 6 41 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 40 8 8 40 X X X X X X X X X X X X X X X X 16 P % Over Pace: 10% 22% 13% 39 9 0 39 X X X X X X X X X 9 A
38 2 6 38 X X X X X X X X 8 C % In Pace: 86% 74% 78%
37 7 3 37 X X X X X X X X X X 10 E
36 2 2 36 X X X X 4 * % Under Pace: 4% 4% 9%
35 2 2 35 X X X X 4 *
34 4 5 34 X X X X X X X X X 9 * Average Speed: 39 MPH 39 MPH 39 MPH 33 1 3 33 X X X X 4
32 1 2 32 X X X 3 Pace Speed: 34 - 43MPH 32 - 41MPH 34 - 43MPH 31 0 2 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:35 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:39 MPH 38 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:43 MPH 44 MPH 43 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

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21.B

Page 1390 of 1658 ends

Page 1 ends

City of Hemet
Park Avenue
B/ Dartmouth Street - North City Limit to the East
24 Hour Directional Volume Count

HEM092
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 9 94 3 57
12:15 7 66 3 66
12:30 5 62 8 48
12:45 4 56 25 278 4 37 18 208 43 486
01:00 0 61 3 41
01:15 7 50 6 53
01:30 2 54 2 57
01:45 3 63 12 228 3 68 14 219 26 447
02:00 1 84 4 68
02:15 4 77 2 84
02:30 4 83 3 55
02:45 2 70 11 314 4 68 13 275 24 589
03:00 7 68 3 75
03:15 11 55 4 85
03:30 9 90 5 88
03:45 10 104 37 317 7 66 19 314 56 631
04:00 6 96 7 65
04:15 13 77 7 65
04:30 12 84 9 65
04:45 12 81 43 338 7 62 30 257 73 595
05:00 18 91 16 64
05:15 31 69 17 62
05:30 28 90 28 61
05:45 23 64 100 314 21 75 82 262 182 576
06:00 35 65 21 58
06:15 24 62 23 76
06:30 31 57 39 50
06:45 47 69 137 253 47 54 130 238 267 491
07:00 57 62 67 71
07:15 67 51 74 49
07:30 63 47 78 44
07:45 37 48 224 208 79 47 298 211 522 419
08:00 56 45 82 41
08:15 49 40 83 25
08:30 52 39 66 38
08:45 48 41 205 165 73 29 304 133 509 298
09:00 47 28 67 20
09:15 47 21 61 22
09:30 66 20 58 18
09:45 79 15 239 84 53 16 239 76 478 160
10:00 41 22 55 23
10:15 31 13 48 19
10:30 45 13 35 13
10:45 47 19 164 67 63 17 201 72 365 139
11:00 58 10 49 11
11:15 45 8 62 11
11:30 43 8 51 10
11:45 65 7 211 33 44 6 206 38 417 71
Total 1408 2599 1408 2599 1554 2303 1554 2303 2962 4902 Combined
Total 4007 4007 3857 3857 7864
AM Peak - 09:00 - - - 07:30 - - - - -
Vol. - 239 - - - 322 - - - - -
P.H.F. 0.756 0.970
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 367 - - - 316 - - - -
P.H.F. 0.882 0.898

Percentag
e 35.1% 64.9% 40.3% 59.7%
ADT/AADT ADT 7,864 AADT 7,864

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A102
Rexford Drive between Dusty Hill and Mustang

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

102
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Rexford Dr
From: Dusty Hill Rd To: Mustang Way

Date of Speed Survey: 3/14/2023
Critical Speed (85th) 28 MPH
50 Percentile 25 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 21-30 MPH
Percent in Pace 76%

Street Classification: Local
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 803
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.22
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: 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

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21.B

Page 1393 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Rexford Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Dusty Hill Road - Mustang Way
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: 9:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 1 0 36 X 1
35 1 0 35 X 1
34 0 0 34 0
33 0 1 33 X 1
32 2 0 32 X X 2
31 4 0 31 X X X X 4 Northbound Southbound Combined Statistics 30 2 0 30 X X 2 * % Over Pace: 8% 4% 9%
29 1 1 29 X X 2 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 72% 88% 76%
27 10 4 27 X X X X X X X X X X X X X X 14 P
26 2 8 26 X X X X X X X X X X 10 A % Under Pace: 20% 8% 15% 25 6 7 25 X X X X X X X X X X X X X 13 C
24 2 6 24 X X X X X X X X 8 E Average Speed: 25 MPH 24 MPH 25 MPH 23 1 5 23 X X X X X X 6 *
22 4 3 22 X X X X X X X 7 * Pace Speed: 22 - 31MPH 19 - 28MPH 21 - 30MPH 21 2 4 21 X X X X X X 6 *
20 1 1 20 X X 2
19 0 2 19 X X 2 15th Percentile / Critical Speed:20 MPH 21 MPH 20 MPH 18 3 3 18 X X X X X X 6
17 0 1 17 X 1 50th Percentile / Critical Speed:26 MPH 24 MPH 25 MPH 16 0 0 16 0
15 4 0 15 X X X X 4 85th Percentile / Critical Speed:31 MPH 27 MPH 28 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
3/14/23

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21.B

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Page 1 ends

City of Hemet
Rexford Drive
B/ Dusty Hill Road - Mustang Way
24 Hour Directional Volume Count

HEM093
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 0 4 0 7
12:15 0 1 0 5
12:30 0 2 0 4
12:45 0 6 0 13 0 4 0 20 0 33
01:00 2 4 2 4
01:15 0 5 0 8
01:30 0 9 0 3
01:45 0 12 2 30 1 0 3 15 5 45
02:00 1 17 0 4
02:15 0 9 1 24
02:30 0 4 0 5
02:45 0 5 1 35 1 7 2 40 3 75
03:00 1 9 2 6
03:15 0 7 0 6
03:30 1 31 0 14
03:45 0 13 2 60 0 6 2 32 4 92
04:00 2 7 0 9
04:15 2 7 2 8
04:30 2 7 1 1
04:45 2 6 8 27 2 7 5 25 13 52
05:00 3 8 1 6
05:15 0 5 3 5
05:30 4 9 0 4
05:45 0 4 7 26 3 3 7 18 14 44
06:00 0 7 1 3
06:15 1 3 3 4
06:30 1 6 5 3
06:45 8 6 10 22 4 5 13 15 23 37
07:00 21 6 11 4
07:15 27 3 24 2
07:30 8 2 6 3
07:45 4 2 60 13 10 2 51 11 111 24
08:00 10 6 16 1
08:15 23 0 23 1
08:30 9 4 7 2
08:45 5 2 47 12 5 5 51 9 98 21
09:00 2 4 1 4
09:15 0 3 2 0
09:30 4 2 2 1
09:45 4 1 10 10 2 0 7 5 17 15
10:00 7 0 3 6
10:15 4 1 3 1
10:30 4 2 3 0
10:45 3 1 18 4 3 1 12 8 30 12
11:00 3 0 3 0
11:15 0 0 5 1
11:30 5 1 2 2
11:45 7 1 15 2 5 0 15 3 30 5
Total 180 254 180 254 168 201 168 201 348 455
Combined
Total 434 434 369 369 803
AM Peak - 06:45 - - - 07:15 - - - - -
Vol. - 64 - - - 56 - - - - -
P.H.F. 0.593 0.583
PM Peak - - 03:00 - - - 02:15 - - - -
Vol. - - 60 - - - 42 - - - -
P.H.F. 0.484 0.438

Percentag
e 41.5% 58.5% 45.5% 54.5%
ADT/AADT ADT 803 AADT 803

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A103
San Jacinto Street between Florida and Acacia

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

103
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: San Jacinto 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 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 73%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 11,995
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.04
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 grou ps - 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 and conditions not readily available, 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

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21.B

Page 1397 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: San Jacinto 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 1 46 X 1
45 0 0 45 0
44 1 0 44 X 1 Time
43 0 0 43 0 From: 10:10
42 1 1 42 X X 2
41 0 1 41 X 1 Time
40 1 2 40 X X X 3 To: 10:30
39 4 0 39 X X X X 4
38 2 1 38 X X X 3 * Existing
37 0 4 37 X X X X 4 * Speed Limit: 30 MPH
36 7 2 36 X X X X X X X X X 9 *
35 2 3 35 X X X X X 5 P
34 5 5 34 X X X X X X X X X X 10 A
33 7 3 33 X X X X X X X X X X 10 C
32 2 4 32 X X X X X X 6 E
31 3 8 31 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 30 5 2 30 X X X X X X X 7 * % Over Pace: 6% 12% 12%
29 4 4 29 X X X X X X X X 8 *
28 0 2 28 X X 2 % In Pace: 74% 74% 73%
27 1 4 27 X X X X X 5
26 3 1 26 X X X X 4 % Under Pace: 20% 14% 15%
25 0 0 25 0
24 0 2 24 X X 2 Average Speed: 33 MPH 33 MPH 33 MPH
23 1 0 23 X 1
22 1 0 22 X 1 Pace Speed: 30 - 39MPH 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 28 MPH 28 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:38 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

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21.B

Page 1398 of 1658 ends

Page 1 ends

City of Hemet
San Jacinto Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count

HEM094
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 10 113 12 110
12:15 15 116 13 95
12:30 8 108 9 91
12:45 12 120 45 457 10 81 44 377 89 834
01:00 11 106 12 83
01:15 9 104 7 76
01:30 9 105 8 83
01:45 6 110 35 425 7 76 34 318 69 743
02:00 4 105 6 90
02:15 6 74 9 82
02:30 5 79 6 62
02:45 4 121 19 379 6 107 27 341 46 720
03:00 7 114 5 105
03:15 14 125 1 104
03:30 10 108 3 82
03:45 6 128 37 475 6 82 15 373 52 848
04:00 14 114 15 90
04:15 16 111 9 92
04:30 26 111 12 90
04:45 21 126 77 462 15 93 51 365 128 827
05:00 32 112 11 119
05:15 32 124 18 94
05:30 33 111 15 113
05:45 53 96 150 443 25 85 69 411 219 854
06:00 34 100 33 90
06:15 37 110 36 89
06:30 49 90 32 100
06:45 78 103 198 403 48 89 149 368 347 771
07:00 86 96 59 90
07:15 89 96 73 83
07:30 105 91 112 73
07:45 121 91 401 374 81 73 325 319 726 693
08:00 112 82 93 69
08:15 82 84 89 65
08:30 97 76 113 66
08:45 91 52 382 294 140 50 435 250 817 544
09:00 102 55 94 47
09:15 94 45 73 57
09:30 79 41 79 33
09:45 90 50 365 191 41 29 287 166 652 357
10:00 87 50 59 29
10:15 78 36 69 21
10:30 101 34 58 21
10:45 77 16 343 136 58 17 244 88 587 224
11:00 103 21 65 29
11:15 89 19 78 26
11:30 87 16 78 25
11:45 101 13 380 69 79 19 300 99 680 168
Total 2432 4108 2432 4108 1980 3475 1980 3475 4412 7583 Combined
Total 6540 6540 5455 5455 11995
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 427 - - - 436 - - - - -
P.H.F. 0.882 0.779
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 475 - - - 419 - - - -
P.H.F. 0.928 0.880

Percentag
e 37.2% 62.8% 36.3% 63.7%
ADT/AADT ADT 11,995 AADT 11,995

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A104
San Jacinto Street between Acacia and Stetson

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21.B

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CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

104
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: San Jacinto St
From: Acacia Ave To: Stetson Ave

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 41 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 76%

Street Classification: Secondary (Undivided)
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 7,726
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.83
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 measured critical speeds and conditions not readily apparent, 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

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21.B

Page 1401 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: San Jacinto 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 1 0 49 X 1
48 2 0 48 X X 2
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 2 45 X X 2
44 1 0 44 X 1 Time
43 0 1 43 X 1 From: 9:50
42 3 1 42 X X X X 4
41 4 6 41 X X X X X X X X X X 10 * Time
40 4 1 40 X X X X X 5 * To: 10:10
39 4 1 39 X X X X X 5 *
38 5 0 38 X X X X X 5 P Existing
37 3 4 37 X X X X X X X 7 A Speed Limit: 30 MPH
36 4 6 36 X X X X X X X X X X 10 C
35 2 2 35 X X X X 4 E
34 5 7 34 X X X X X X X X X X X X 12 *
33 5 5 33 X X X X X X X X X X 10 *
32 2 6 32 X X X X X X X X 8 *
31 0 2 31 X X 2 Northbound Southbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 8% 10% 12%
29 4 1 29 X X X X X 5
28 0 2 28 X X 2 % In Pace: 78% 76% 76%
27 1 0 27 X 1
26 0 1 26 X 1 % Under Pace: 14% 14% 12%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42MPH 32 - 41MPH 32 - 41MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:33 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:37 MPH 34 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
3/30/23

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21.B

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Page 1 ends

City of Hemet
Sanderson Avenue
B/ Acacia Avenue - Stetson Avenue
24 Hour Directional Volume Count

HEM100
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 35 239 37 218
12:15 31 261 27 264
12:30 30 206 27 238
12:45 24 268 120 974 21 235 112 955 232 1929
01:00 23 231 26 261
01:15 23 260 27 265
01:30 23 224 22 232
01:45 18 274 87 989 22 255 97 1013 184 2002
02:00 19 230 15 237
02:15 15 262 17 275
02:30 9 269 21 267
02:45 22 282 65 1043 45 271 98 1050 163 2093
03:00 28 249 32 296
03:15 15 274 29 302
03:30 32 286 33 281
03:45 41 297 116 1106 41 284 135 1163 251 2269
04:00 51 259 73 299
04:15 54 246 70 278
04:30 69 229 87 277
04:45 83 269 257 1003 64 298 294 1152 551 2155
05:00 89 265 87 265
05:15 99 257 107 283
05:30 118 257 117 253
05:45 123 228 429 1007 134 257 445 1058 874 2065
06:00 147 243 121 245
06:15 147 217 146 251
06:30 166 204 131 246
06:45 182 198 642 862 176 225 574 967 1216 1829
07:00 221 204 186 196
07:15 200 186 206 185
07:30 222 175 204 199
07:45 216 160 859 725 214 167 810 747 1669 1472
08:00 252 163 246 177
08:15 219 127 224 137
08:30 295 126 171 166
08:45 234 148 1000 564 203 133 844 613 1844 1177
09:00 215 110 218 125
09:15 193 123 192 114
09:30 225 94 194 126
09:45 257 90 890 417 189 95 793 460 1683 877
10:00 209 76 216 87
10:15 212 87 231 83
10:30 212 73 230 60
10:45 236 62 869 298 207 55 884 285 1753 583
11:00 242 57 213 67
11:15 258 37 213 53
11:30 260 26 233 42
11:45 262 38 1022 158 216 38 875 200 1897 358
Total 6356 9146 6356 9146 5961 9663 5961 9663 12317 18809 Combined
Total 15502 15502 15624 15624 31126
AM Peak - 11:00 - - - 07:30 - - - - -
Vol. - 1022 - - - 888 - - - - -
P.H.F. 0.866 0.902
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 1116 - - - 1166 - - - -
P.H.F. 0.939 0.965

Percentag
e 41.0% 59.0% 38.2% 61.8%
ADT/AADT ADT 31,126 AADT 31,126

Page 483 of 738 ends

21.B

Page 1403 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A105
Sanderson Avenue between Esplanade and Menlo

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21.B

Page 1404 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

105
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Esplanade Ave To: Menlo Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 50 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 41-50 MPH
Percent in Pace 69%

Street Classification: Major
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 28,032
Total Accidents: 24
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.78
California Statewide Accidents Rate (MVM): 1.07
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: 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 existing posted speed, 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

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21.B

Page 1405 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Esplanade 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 1 0 57 X 1 Date:
56 1 1 56 X X 2
55 2 1 55 X X X 3
54 1 1 54 X X 2 Time
53 1 1 53 X X 2 From: 1:55
52 0 2 52 X X 2
51 1 1 51 X X 2 Time
50 3 2 50 X X X X X 5 * To: 2:15
49 2 1 49 X X X 3 *
48 2 3 48 X X X X X 5 * Existing
47 5 3 47 X X X X X X X X 8 P Speed Limit: 45 MPH
46 3 4 46 X X X X X X X 7 A
45 2 3 45 X X X X X 5 C
44 2 6 44 X X X X X X X X 8 E
43 6 5 43 X X X X X X X X X X X 11 *
42 8 3 42 X X X X X X X X X X X 11 *
41 2 4 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 1 1 40 X X 2 % Over Pace: 14% 14% 14%
39 1 2 39 X X X 3
38 2 2 38 X X X X 4 % In Pace: 70% 68% 69%
37 1 2 37 X X X 3
36 1 2 36 X X X 3 % Under Pace: 16% 18% 17%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 45 MPH 45 MPH 45 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 41 - 50MPH 41 - 50MPH 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 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 44 MPH 44 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

Page 486 of 738 ends

21.B

Page 1406 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Esplanade Avenue - Menlo Avenue
24 Hour Directional Volume Count

HEM096
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 4/27/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 53 191 41 168
12:15 48 170 38 176
12:30 28 197 44 178
12:45 49 211 178 769 34 197 157 719 335 1488
01:00 31 198 41 171
01:15 28 203 40 201
01:30 24 220 30 208
01:45 16 163 99 784 29 216 140 796 239 1580
02:00 22 194 21 229
02:15 9 249 36 245
02:30 26 228 19 230
02:45 25 218 82 889 27 235 103 939 185 1828
03:00 33 190 31 217
03:15 42 241 26 224
03:30 38 228 34 263
03:45 63 265 176 924 53 315 144 1019 320 1943
04:00 59 238 55 312
04:15 68 226 69 254
04:30 74 203 66 258
04:45 89 193 290 860 90 225 280 1049 570 1909
05:00 124 205 99 222
05:15 147 217 108 237
05:30 138 183 119 221
05:45 186 192 595 797 95 207 421 887 1016 1684
06:00 187 195 101 214
06:15 182 203 131 219
06:30 191 181 135 201
06:45 160 186 720 765 194 207 561 841 1281 1606
07:00 185 186 172 164
07:15 232 186 192 193
07:30 210 186 162 150
07:45 187 149 814 707 175 156 701 663 1515 1370
08:00 160 177 185 189
08:15 210 188 196 168
08:30 164 177 203 146
08:45 179 142 713 684 191 120 775 623 1488 1307
09:00 199 144 150 126
09:15 169 164 157 103
09:30 182 131 176 126
09:45 187 134 737 573 185 90 668 445 1405 1018
10:00 181 100 184 90
10:15 138 108 167 93
10:30 156 99 155 63
10:45 173 86 648 393 172 72 678 318 1326 711
11:00 155 83 140 80
11:15 211 60 165 72
11:30 178 63 197 56
11:45 182 44 726 250 188 34 690 242 1416 492
Total 5778 8395 5778 8395 5318 8541 5318 8541 11096 16936 Combined
Total 14173 14173 13859 13859 28032
AM Peak - 07:00 - - - 08:00 - - - - -
Vol. - 814 - - - 775 - - - - -
P.H.F. 0.877 0.954
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 972 - - - 1144 - - - -
P.H.F. 0.917 0.908

Percentag
e 40.8% 59.2% 38.4% 61.6%
ADT/AADT ADT 28,032 AADT 28,032

Page 487 of 738 ends

21.B

Page 1407 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A106
Sanderson Avenue between Menlo and Devonshire

Page 488 of 738 ends

21.B

Page 1408 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

106
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Menlo Ave To: Devonshire Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 50 MPH
50 Percentile 45 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 40-49 MPH
Percent in Pace 77%

Street Classification: Major
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 29,166
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.69
California Statewide Accidents Rate (MVM): 1.05
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: 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 existing posted speed, 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

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21.B

Page 1409 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Menlo 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 1 0 56 X 1
55 0 0 55 0
54 1 1 54 X X 2 Time
53 1 0 53 X 1 From: 1:35
52 2 2 52 X X X X 4
51 2 2 51 X X X X 4 Time
50 2 1 50 X X X 3 To: 1:55
49 3 1 49 X X X X 4 *
48 4 3 48 X X X X X X X 7 * Existing
47 4 4 47 X X X X X X X X 8 * Speed Limit: 45 MPH
46 5 3 46 X X X X X X X X 8 P
45 5 4 45 X X X X X X X X X 9 A
44 5 7 44 X X X X X X X X X X X X 12 C
43 1 3 43 X X X X 4 E
42 4 6 42 X X X X X X X X X X 10 *
41 3 6 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 3 3 40 X X X X X X 6 * % Over Pace: 18% 12% 15%
39 1 1 39 X X 2
38 1 1 38 X X 2 % In Pace: 74% 80% 77%
37 1 0 37 X 1
36 1 0 36 X 1 % Under Pace: 8% 8% 8%
35 0 0 35 0
34 0 2 34 X X 2 Average Speed: 46 MPH 44 MPH 45 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49MPH 40 - 49MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:41 MPH 41 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 44 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 48 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

Page 490 of 738 ends

21.B

Page 1410 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Menlo Avenue - Devonshire Avenue
24 Hour Directional Volume Count

HEM097
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 29 214 37 229
12:15 39 195 45 245
12:30 37 229 49 190
12:45 32 220 137 858 33 199 164 863 301 1721
01:00 17 208 23 222
01:15 23 229 27 182
01:30 21 208 35 235
01:45 14 246 75 891 22 181 107 820 182 1711
02:00 21 223 21 233
02:15 21 231 14 228
02:30 23 237 21 227
02:45 24 203 89 894 25 250 81 938 170 1832
03:00 31 252 22 220
03:15 33 222 33 256
03:30 38 240 42 252
03:45 36 235 138 949 48 271 145 999 283 1948
04:00 60 265 61 288
04:15 66 241 90 251
04:30 63 244 98 276
04:45 86 224 275 974 87 238 336 1053 611 2027
05:00 108 219 103 253
05:15 130 248 131 235
05:30 163 210 111 210
05:45 170 223 571 900 126 247 471 945 1042 1845
06:00 190 213 147 223
06:15 154 210 163 228
06:30 193 186 152 208
06:45 180 164 717 773 156 196 618 855 1335 1628
07:00 221 186 198 163
07:15 217 209 224 179
07:30 185 174 237 156
07:45 188 183 811 752 217 174 876 672 1687 1424
08:00 164 193 205 141
08:15 185 182 201 149
08:30 200 139 231 136
08:45 186 167 735 681 214 121 851 547 1586 1228
09:00 174 139 172 109
09:15 173 121 191 88
09:30 198 122 175 103
09:45 202 122 747 504 191 90 729 390 1476 894
10:00 185 108 197 99
10:15 209 93 185 89
10:30 186 98 177 58
10:45 199 85 779 384 194 56 753 302 1532 686
11:00 189 85 183 71
11:15 191 48 205 56
11:30 210 42 187 47
11:45 216 44 806 219 197 46 772 220 1578 439
Total 5880 8779 5880 8779 5903 8604 5903 8604 11783 17383 Combined
Total 14659 14659 14507 14507 29166
AM Peak - 06:30 - - - 07:15 - - - - -
Vol. - 811 - - - 883 - - - - -
P.H.F. 0.917 0.931
PM Peak - - 03:45 - - - 03:45 - - - -
Vol. - - 985 - - - 1086 - - - -
P.H.F. 0.929 0.943

Percentag
e 40.1% 59.9% 40.7% 59.3%
ADT/AADT ADT 29,166 AADT 29,166

Page 491 of 738 ends

21.B

Page 1411 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A107
Sanderson Avenue between Devonshire and Florida

Page 492 of 738 ends

21.B

Page 1412 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

107
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Devonshire Ave To: Florida Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 37 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 75%

Street Classification: Major
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 30,634
Total Accidents: 12
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.45
California Statewide Accidents Rate (MVM): 1.07
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: 35 MPH

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

Page 493 of 738 ends

21.B

Page 1413 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
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 1 43 X 1 From: 1:15
42 0 1 42 X 1
41 0 2 41 X X 2 Time
40 0 0 40 0 To: 1:35
39 0 2 39 X X 2
38 1 3 38 X X X X 4 Existing
37 4 3 37 X X X X X X X 7 Speed Limit: 30 MPH
36 1 3 36 X X X X 4
35 3 2 35 X X X X X 5 *
34 3 1 34 X X X X 4 *
33 3 0 33 X X X 3 *
32 5 4 32 X X X X X X X X X 9 P
31 5 5 31 X X X X X X X X X X 10 A Northbound Southbound Combined Statistics 30 7 6 30 X X X X X X X X X X X X X 13 C % Over Pace: 12% 12% 21% 29 5 4 29 X X X X X X X X X 9 E
28 7 3 28 X X X X X X X X X X 10 * % In Pace: 88% 62% 75% 27 2 2 27 X X X X 4 *
26 4 4 26 X X X X X X X X 8 * % Under Pace: 0% 26% 4%
25 0 1 25 X 1
24 0 1 24 X 1 Average Speed: 31 MPH 32 MPH 31 MPH
23 0 1 23 X 1
22 0 1 22 X 1 Pace Speed: 26 - 35MPH 29 - 38MPH 26 - 35MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 26 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 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
3/23/23

Page 494 of 738 ends

21.B

Page 1414 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count

HEM098
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 42 245 31 218
12:15 33 242 33 250
12:30 44 229 40 209
12:45 28 258 147 974 20 256 124 933 271 1907
01:00 24 256 28 215
01:15 27 228 23 254
01:30 28 251 23 248
01:45 30 270 109 1005 25 224 99 941 208 1946
02:00 20 232 19 212
02:15 17 248 25 249
02:30 18 244 26 269
02:45 26 288 81 1012 55 259 125 989 206 2001
03:00 33 268 39 243
03:15 27 246 30 240
03:30 29 261 41 219
03:45 47 258 136 1033 45 292 155 994 291 2027
04:00 64 283 72 276
04:15 45 243 73 261
04:30 79 263 90 235
04:45 72 245 260 1034 74 236 309 1008 569 2042
05:00 89 285 90 273
05:15 111 246 114 277
05:30 123 223 116 238
05:45 134 265 457 1019 128 259 448 1047 905 2066
06:00 142 221 132 266
06:15 155 243 135 233
06:30 150 229 141 244
06:45 173 203 620 896 158 226 566 969 1186 1865
07:00 178 201 176 205
07:15 207 214 206 192
07:30 192 192 222 173
07:45 201 196 778 803 193 164 797 734 1575 1537
08:00 219 192 215 170
08:15 189 175 182 154
08:30 207 175 218 145
08:45 217 181 832 723 200 137 815 606 1647 1329
09:00 178 168 234 115
09:15 194 140 189 123
09:30 186 145 178 106
09:45 212 128 770 581 212 83 813 427 1583 1008
10:00 173 99 208 81
10:15 203 111 234 95
10:30 191 85 213 70
10:45 198 65 765 360 215 57 870 303 1635 663
11:00 208 63 194 54
11:15 222 56 227 56
11:30 248 44 210 37
11:45 238 54 916 217 214 42 845 189 1761 406
Total 5871 9657 5871 9657 5966 9140 5966 9140 11837 18797 Combined
Total 15528 15528 15106 15106 30634
AM Peak - 11:00 - - - 10:00 - - - - -
Vol. - 916 - - - 870 - - - - -
P.H.F. 0.923 0.929
PM Peak - - 02:45 - - - 03:45 - - - -
Vol. - - 1063 - - - 1064 - - - -
P.H.F. 0.923 0.911

Percentag
e 37.8% 62.2% 39.5% 60.5%
ADT/AADT ADT 30,634 AADT 30,634

Page 495 of 738 ends

21.B

Page 1415 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A108
Sanderson Avenue between Florida and Acacia

Page 496 of 738 ends

21.B

Page 1416 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

108
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Florida Ave To: Acacia Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 36 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 69%

Street Classification: Major
Length of Street Segment: 0.24 Miles
Average Daily Traffic: 20,632
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.85
California Statewide Accidents Rate (MVM): 1.07
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: 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 approp riate 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

Page 497 of 738 ends

21.B

Page 1417 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
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 1 0 44 X 1 Time
43 0 0 43 0 From: 12:55
42 0 0 42 0
41 1 2 41 X X X 3 Time
40 3 2 40 X X X X X 5 To: 1:15
39 0 0 39 0
38 0 1 38 X 1 Existing
37 1 3 37 X X X X 4 Speed Limit: 30 MPH
36 2 5 36 X X X X X X X 7 *
35 4 2 35 X X X X X X 6 *
34 0 3 34 X X X 3 *
33 3 2 33 X X X X X 5 P
32 4 4 32 X X X X X X X X 8 A
31 3 4 31 X X X X X X X 7 C Northbound Southbound Combined Statistics 30 8 5 30 X X X X X X X X X X X X X 13 E % Over Pace: 24% 10% 14% 29 4 3 29 X X X X X X X 7 *
28 3 4 28 X X X X X X X 7 * % In Pace: 72% 70% 69%
27 3 3 27 X X X X X X 6 *
26 3 4 26 X X X X X X X 7 % Under Pace: 4% 20% 17%
25 1 3 25 X X X X 4
24 4 0 24 X X X X 4 Average Speed: 31 MPH 32 MPH 31 MPH 23 2 0 23 X X 2
22 0 0 22 0 Pace Speed: 24 - 33MPH 28 - 37MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 27 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:30 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 37 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
3/23/23

Page 498 of 738 ends

21.B

Page 1418 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count

HEM099
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 138 35 235
12:15 6 132 25 258
12:30 6 115 35 194
12:45 0 142 16 527 21 258 116 945 132 1472
01:00 0 115 27 223
01:15 5 115 28 262
01:30 0 134 25 240
01:45 1 121 6 485 21 237 101 962 107 1447
02:00 3 117 18 218
02:15 0 117 23 254
02:30 8 124 15 241
02:45 8 114 19 472 50 273 106 986 125 1458
03:00 14 120 36 265
03:15 8 128 24 256
03:30 8 97 39 265
03:45 9 103 39 448 44 261 143 1047 182 1495
04:00 13 117 75 235
04:15 8 95 66 278
04:30 17 89 84 246
04:45 14 102 52 403 62 252 287 1011 339 1414
05:00 6 115 76 271
05:15 8 92 102 240
05:30 9 95 116 247
05:45 21 102 44 404 128 252 422 1010 466 1414
06:00 16 97 110 213
06:15 17 104 130 225
06:30 16 101 139 217
06:45 16 83 65 385 157 188 536 843 601 1228
07:00 16 106 157 217
07:15 12 57 177 173
07:30 52 72 185 179
07:45 64 60 144 295 185 141 704 710 848 1005
08:00 71 63 195 192
08:15 75 48 169 142
08:30 83 61 182 159
08:45 97 52 326 224 186 126 732 619 1058 843
09:00 84 47 190 124
09:15 95 43 192 123
09:30 100 40 178 117
09:45 116 20 395 150 214 83 774 447 1169 597
10:00 101 36 192 85
10:15 95 29 219 93
10:30 102 24 221 52
10:45 113 21 411 110 210 51 842 281 1253 391
11:00 118 12 200 69
11:15 130 9 239 55
11:30 104 7 234 45
11:45 107 8 459 36 212 39 885 208 1344 244
Total 1976 3939 1976 3939 5648 9069 5648 9069 7624 13008 Combined
Total 5915 5915 14717 14717 20632
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 465 - - - 885 - - - - -
P.H.F. 0.894 0.926
PM Peak - - 12:00 - - - 02:45 - - - -
Vol. - - 527 - - - 1059 - - - -
P.H.F. 0.928 0.970

Percentag
e 33.4% 66.6% 38.4% 61.6%
ADT/AADT ADT 20,632 AADT 20,632

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21.B

Page 1419 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A109
Sanderson Avenue between Acacia and Stetson

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21.B

Page 1420 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

109
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Acacia Ave To: Stetson Ave

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 50 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 39-48 MPH
Percent in Pace 70%

Street Classification: Major
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 31,126
Total Accidents: 34
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.00
California Statewide Accidents Rate (MVM): 1.05
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: 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 existing posted speed, it is appr opriate 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

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21.B

Page 1421 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Acacia Avenue - Stetson 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 2 53 X X 2 From: 10:10
52 2 2 52 X X X X 4
51 5 1 51 X X X X X X 6 Time
50 1 2 50 X X X 3 To: 10:30
49 2 0 49 X X 2
48 1 4 48 X X X X X 5 * Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 45 MPH
46 3 4 46 X X X X X X X 7 *
45 8 3 45 X X X X X X X X X X X 11 P
44 4 3 44 X X X X X X X 7 A
43 4 1 43 X X X X X 5 C
42 4 7 42 X X X X X X X X X X X 11 E
41 5 3 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 1 1 40 X X 2 * % Over Pace: 4% 18% 19%
39 2 6 39 X X X X X X X X 8 *
38 1 2 38 X X X 3 % In Pace: 70% 70% 70%
37 0 2 37 X X 2
36 2 0 36 X X 2 % Under Pace: 26% 12% 11%
35 1 1 35 X X 2
34 0 1 34 X 1 Average Speed: 44 MPH 44 MPH 44 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 42 - 51MPH 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 44 MPH 44 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

Page 502 of 738 ends

21.B

Page 1422 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Acacia Avenue - Stetson Avenue
24 Hour Directional Volume Count

HEM100
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Percentag
e 41.0% 59.0% 38.2% 61.8%
ADT/AADT ADT 31,126 AADT 31,126

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21.B

Page 1423 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A110
Sanderson Avenue between Stetson and Mustang

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21.B

Page 1424 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

110
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Stetson Ave To: Mustang Way

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 51 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 45
10 MPH Pace 38-47 MPH
Percent in Pace 69%

Street Classification: Major
Length of Street Segment: 0.59 Miles
Average Daily Traffic: 25,525
Total Accidents: 28
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.69
California Statewide Accidents Rate (MVM): 1.07
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: 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

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21.B

Page 1425 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
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 1 58 X 1
57 0 1 57 X 1 Date:
56 0 0 56 0
55 0 0 55 0
54 2 1 54 X X X 3 Time
53 0 2 53 X X 2 From: 3:10
52 2 0 52 X X 2
51 5 4 51 X X X X X X X X X 9 Time
50 0 2 50 X X 2 To: 3:30
49 1 3 49 X X X X 4
48 1 1 48 X X 2 Existing
47 2 2 47 X X X X 4 * Speed Limit: 45 MPH
46 0 7 46 X X X X X X X 7 *
45 2 3 45 X X X X X 5 *
44 3 5 44 X X X X X X X X 8 P
43 6 5 43 X X X X X X X X X X X 11 A
42 7 3 42 X X X X X X X X X X 10 C
41 5 0 41 X X X X X 5 E Northbound Southbound Combined Statistics 40 2 3 40 X X X X X 5 * % Over Pace: 22% 10% 26%
39 5 1 39 X X X X X X 6 *
38 4 4 38 X X X X X X X X 8 * % In Pace: 72% 70% 69%
37 1 1 37 X X 2
36 0 0 36 0 % Under Pace: 6% 20% 5%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 45 MPH 44 MPH
33 2 0 33 X X 2
32 0 0 32 0 Pace Speed: 38 - 47MPH 42 - 51MPH 38 - 47MPH 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:42 MPH 45 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:51 MPH 51 MPH 51 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
3/23/23

Page 506 of 738 ends

21.B

Page 1426 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Stetson Avenue - Mustang Way
24 Hour Directional Volume Count

HEM101
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 178 29 177
12:15 39 167 21 175
12:30 22 157 25 183
12:45 20 202 107 704 13 156 88 691 195 1395
01:00 18 151 19 158
01:15 15 165 16 180
01:30 20 191 19 173
01:45 18 167 71 674 22 177 76 688 147 1362
02:00 18 189 15 176
02:15 10 169 14 185
02:30 12 215 28 198
02:45 13 213 53 786 23 225 80 784 133 1570
03:00 16 210 35 244
03:15 9 230 37 276
03:30 13 324 39 214
03:45 27 245 65 1009 60 231 171 965 236 1974
04:00 22 195 90 228
04:15 30 205 116 239
04:30 32 215 131 243
04:45 57 252 141 867 107 244 444 954 585 1821
05:00 64 235 112 235
05:15 76 218 152 229
05:30 101 226 142 197
05:45 96 199 337 878 141 211 547 872 884 1750
06:00 94 204 146 203
06:15 105 200 198 189
06:30 137 160 169 162
06:45 156 155 492 719 171 135 684 689 1176 1408
07:00 202 162 228 152
07:15 185 131 237 124
07:30 208 139 226 137
07:45 224 143 819 575 195 108 886 521 1705 1096
08:00 239 132 267 103
08:15 316 108 312 89
08:30 333 119 177 103
08:45 191 127 1079 486 156 81 912 376 1991 862
09:00 163 87 136 79
09:15 146 99 195 75
09:30 152 73 170 73
09:45 199 84 660 343 152 57 653 284 1313 627
10:00 164 61 173 57
10:15 129 58 189 60
10:30 138 53 169 46
10:45 174 62 605 234 148 41 679 204 1284 438
11:00 136 54 165 56
11:15 184 51 145 39
11:30 163 42 159 27
11:45 166 28 649 175 133 25 602 147 1251 322
Total 5078 7450 5078 7450 5822 7175 5822 7175 10900 14625 Combined
Total 12528 12528 12997 12997 25525
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 1112 - - - 1000 - - - - -
P.H.F. 0.835 0.801
PM Peak - - 03:00 - - - 03:00 - - - -
Vol. - - 1009 - - - 965 - - - -
P.H.F. 0.779 0.874

Percentag
e 40.5% 59.5% 44.8% 55.2%
ADT/AADT ADT 25,525 AADT 25,525

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21.B

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Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A111
Sanderson Avenue between Mustang and Domenigoni

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21.B

Page 1428 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

111
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Mustang Way To: Domenigoni Pkwy

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 51 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 45
10 MPH Pace 41-50 MPH
Percent in Pace 66%

Street Classification: Major
Length of Street Segment: 0.49 Miles
Average Daily Traffic: 23,329
Total Accidents: 13
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.03
California Statewide Accidents Rate (MVM): 1.07
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: 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 existing posted speed, 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

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21.B

Page 1429 of 1658 ends

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mustang Way - Domenigoni Parkway
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 3 1 56 X X X X 4
55 1 1 55 X X 2
54 2 1 54 X X X 3 Time
53 2 1 53 X X X 3 From: 3:30
52 2 1 52 X X X 3
51 3 3 51 X X X X X X 6 Time
50 4 3 50 X X X X X X X 7 * To: 3:50
49 4 4 49 X X X X X X X X 8 *
48 4 2 48 X X X X X X 6 * Existing
47 4 2 47 X X X X X X 6 P Speed Limit: 45 MPH
46 4 3 46 X X X X X X X 7 A
45 3 2 45 X X X X X 5 C
44 6 2 44 X X X X X X X X 8 E
43 4 3 43 X X X X X X X 7 *
42 1 4 42 X X X X X 5 *
41 2 5 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 0 3 40 X X X 3 % Over Pace: 16% 16% 21%
39 1 3 39 X X X X 4
38 0 0 38 0 % In Pace: 76% 60% 66%
37 0 2 37 X X 2
36 0 2 36 X X 2 % Under Pace: 8% 24% 13%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 48 MPH 45 MPH 46 MPH
33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 43 - 52MPH 41 - 50MPH 41 - 50MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:43 MPH 39 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:47 MPH 44 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:53 MPH 51 MPH 51 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
3/23/23

Page 510 of 738 ends

21.B

Page 1430 of 1658 ends

Page 1 ends

City of Hemet
Sanderson Avenue
B/ Mustang Way - Domenigoni Parkway
24 Hour Directional Volume Count

HEM102
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 141 27 159
12:15 40 155 15 168
12:30 26 135 20 165
12:45 20 178 112 609 8 142 70 634 182 1243
01:00 21 142 13 133
01:15 13 135 15 179
01:30 18 173 16 161
01:45 18 155 70 605 19 165 63 638 133 1243
02:00 18 164 10 167
02:15 10 151 14 176
02:30 12 184 25 185
02:45 10 211 50 710 23 189 72 717 122 1427
03:00 15 212 34 190
03:15 10 193 39 222
03:30 13 256 36 271
03:45 25 207 63 868 66 221 175 904 238 1772
04:00 20 217 89 218
04:15 28 185 120 219
04:30 28 203 142 214
04:45 57 198 133 803 114 226 465 877 598 1680
05:00 58 204 123 216
05:15 73 219 155 213
05:30 92 204 157 170
05:45 95 189 318 816 140 187 575 786 893 1602
06:00 84 171 143 174
06:15 99 186 213 152
06:30 129 158 162 155
06:45 156 140 468 655 175 117 693 598 1161 1253
07:00 197 164 209 125
07:15 177 135 231 91
07:30 177 118 211 111
07:45 214 135 765 552 172 99 823 426 1588 978
08:00 210 126 227 81
08:15 270 102 255 75
08:30 241 115 191 81
08:45 173 128 894 471 158 69 831 306 1725 777
09:00 159 87 126 59
09:15 131 89 182 62
09:30 145 82 152 52
09:45 169 73 604 331 145 51 605 224 1209 555
10:00 139 65 149 46
10:15 112 60 174 48
10:30 115 48 152 40
10:45 156 58 522 231 144 35 619 169 1141 400
11:00 121 51 144 54
11:15 163 50 130 32
11:30 144 40 140 19
11:45 147 25 575 166 123 26 537 131 1112 297
Total 4574 6817 4574 6817 5528 6410 5528 6410 10102 13227 Combined
Total 11391 11391 11938 11938 23329
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 935 - - - 865 - - - - -
P.H.F. 0.866 0.848
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 873 - - - 932 - - - -
P.H.F. 0.853 0.860

Percentag
e 40.2% 59.8% 46.3% 53.7%
ADT/AADT ADT 23,329 AADT 23,329

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21.B

Page 1431 of 1658 ends

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A112
Santa Fe Street between North City Limit and Oakland

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21.B

Page 1432 of 1658 ends

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

112
Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Sante Fe St
From: NCL To: Oakland Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 36 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 35
10 MPH Pace 27-36 MPH
Percent in Pace 71%

Street Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 2,614
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.05
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: 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

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21.B

Page 1433 of 1658 ends

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: North City Limit - 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 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 1 0 43 X 1 From: 10:00
42 0 1 42 X 1
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 10:30
39 0 1 39 X 1
38 3 0 38 X X X 3 Existing
37 1 1 37 X X 2 Speed Limit: 35 MPH
36 5 2 36 X X X X X X X 7 *
35 2 2 35 X X X X 4 *
34 6 3 34 X X X X X X X X X 9 *
33 3 5 33 X X X X X X X X 8 P
32 1 4 32 X X X X X 5 A
31 7 11 31 X X X X X X X X X X X X X X X X X X 18 C Northbound Southbound Combined Statistics 30 2 2 30 X X X X 4 E % Over Pace: 6% 14% 14%
29 3 3 29 X X X X X X 6 *
28 2 4 28 X X X X X X 6 * % In Pace: 66% 76% 71%
27 2 2 27 X X X X 4 *
26 5 2 26 X X X X X X X 7 % Under Pace: 28% 10% 15%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
22 2 1 22 X X X 3 Pace Speed: 29 - 38MPH 27 - 36MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed:26 MPH 28 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 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
3/8/23

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21.B

Page 1434 of 1658 ends

Page 1 ends

City of Hemet
Santa Fe Street
B/ North City Limits - Oakland Avenue
24 Hour Directional Volume Count

HEM103
Site Code: 232-23157

Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]

Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 29 0 30
12:15 2 17 2 23
12:30 0 14 1 25
12:45 1 20 5 80 4 22 7 100 12 180
01:00 4 25 1 27
01:15 1 21 1 25
01:30 0 15 1 20
01:45 0 25 5 86 0 30 3 102 8 188
02:00 0 11 3 26
02:15 0 25 1 17
02:30 0 27 0 21
02:45 1 28 1 91 1 32 5 96 6 187
03:00 1 18 5 26
03:15 2 23 3 28
03:30 0 28 1 38
03:45 1 26 4 95 1 28 10 120 14 215
04:00 1 39 3 25
04:15 2 34 0 28
04:30 3 30 3 23
04:45 4 29 10 132 2 30 8 106 18 238
05:00 5 32 3 34
05:15 1 22 3 21
05:30 5 40 3 28
05:45 7 21 18 115 8 24 17 107 35 222
06:00 4 25 7 13
06:15 6 15 7 17
06:30 5 15 15 18
06:45 12 10 27 65 21 16 50 64 77 129
07:00 16 26 26 20
07:15 33 12 37 14
07:30 32 19 29 9
07:45 20 11 101 68 30 17 122 60 223 128
08:00 17 19 22 11
08:15 16 1 22 10
08:30 19 5 29 17
08:45 20 9 72 34 14 6 87 44 159 78
09:00 15 5 16 8
09:15 18 3 15 9
09:30 12 5 13 7
09:45 18 5 63 18 16 4 60 28 123 46
10:00 11 1 17 3
10:15 13 3 24 6
10:30 23 2 13 2
10:45 12 5 59 11 23 3 77 14 136 25
11:00 15 1 16 6
11:15 26 4 12 3
11:30 11 1 22 1
11:45 25 2 77 8 20 2 70 12 147 20
Total 442 803 442 803 516 853 516 853 958 1656
Combined
Total 1245 1245 1369 1369 2614
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 102 - - - 122 - - - - -
P.H.F. 0.773 0.824
PM Peak - - 04:00 - - - 02:45 - - - -
Vol. - - 132 - - - 124 - - - -
P.H.F. 0.846 0.816

Percentag
e 35.5% 64.5% 37.7% 62.3%
ADT/AADT ADT 2,614 AADT 2,614

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Hemet City CouncilNovember 14, 2023

Hemet City Council
November 14, 2023