Hemet City Council
November 14, 2023

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

18 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Cornell St
From: Park Ave To: Florida Ave

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 75%

Street Classification: Collector
Length of Street Segment: 0.28 Miles
Average Daily Traffic: 1,541
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th -percentile speed (CVC 22358.6(b); CA -MUTCD Section 2B.13, Standard 12a, Option 1) - Safety of bicyclists and pedestrians, vulnerable pedestrian groups (CVC 627(c)(2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cornell Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Park 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: 3:10
42 0 0 42 0
41 1 0 41 X 1 Time
40 1 0 40 X 1 To: 4:00
39 0 1 39 X 1
38 1 0 38 X 1 Existing
37 4 2 37 X X X X X X 6 Speed Limit: 30 MPH
36 1 1 36 X X 2
35 7 1 35 X X X X X X X X 8 *
34 4 2 34 X X X X X X 6 *
33 3 5 33 X X X X X X X X 8 *
32 6 7 32 X X X X X X X X X X X X X 13 P
31 1 4 31 X X X X X 5 A Northbound Southbound Combined Statistics 30 5 3 30 X X X X X X X X 8 C % Over Pace: 6% 14% 12%
29 1 7 29 X X X X X X X X 8 E
28 4 3 28 X X X X X X X 7 * % In Pace: 72% 84% 75%
27 3 2 27 X X X X X 5 *
26 2 5 26 X X X X X X X 7 * % Under Pace: 22% 2% 13%
25 3 3 25 X X X X X X 6
24 2 3 24 X X X X X 5 Average Speed: 32 MPH 30 MPH 31 MPH 23 1 0 23 X 1
22 0 1 22 X 1 Pace Speed: 28 - 37MPH 24 - 33MPH 26 - 35MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 30 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 33 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

City of Hemet
Cornell Street
B/ Park Avenue - Florida Avenue
24 Hour Directional Volume Count

HEM017
Site Code: 232-23157

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

Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 11 2 13
12:15 2 11 1 16
12:30 3 9 2 14
12:45 2 10 12 41 2 14 7 57 19 98
01:00 1 9 2 17
01:15 0 19 1 15
01:30 2 14 0 11
01:45 0 15 3 57 0 12 3 55 6 112
02:00 2 8 1 10
02:15 0 13 0 14
02:30 2 14 0 14
02:45 0 13 4 48 2 18 3 56 7 104
03:00 0 16 1 16
03:15 4 13 1 9
03:30 2 9 2 9
03:45 2 10 8 48 1 15 5 49 13 97
04:00 3 12 1 13
04:15 2 16 2 13
04:30 3 14 1 16
04:45 5 16 13 58 2 14 6 56 19 114
05:00 5 15 2 20
05:15 7 11 2 8
05:30 4 14 4 19
05:45 11 18 27 58 3 17 11 64 38 122
06:00 11 16 4 12
06:15 5 14 3 13
06:30 8 21 4 9
06:45 9 15 33 66 7 17 18 51 51 117
07:00 21 15 9 15
07:15 12 10 8 10
07:30 12 7 7 12
07:45 16 13 61 45 9 10 33 47 94 92
08:00 16 4 9 7
08:15 17 7 11 10
08:30 11 4 8 8
08:45 11 4 55 19 7 9 35 34 90 53
09:00 4 6 2 2
09:15 8 7 5 6
09:30 13 3 14 5
09:45 7 0 32 16 11 8 32 21 64 37
10:00 14 6 14 2
10:15 12 3 8 5
10:30 9 1 8 1
10:45 14 6 49 16 11 5 41 13 90 29
11:00 10 0 7 5
11:15 15 1 5 0
11:30 6 1 2 2
11:45 9 2 40 4 8 2 22 9 62 13
Total 337 476 337 476 216 512 216 512 553 988
Combined
Total 813 813 728 728 1541
AM Peak - 07:00 - - - 09:30 - - - - -
Vol. - 61 - - - 47 - - - - -
P.H.F. 0.726 0.839
PM Peak - - 05:45 - - - 05:00 - - - -
Vol. - - 69 - - - 64 - - - -
P.H.F. 0.821 0.800

Percentag
e 41.5% 58.5% 29.7% 70.3%
ADT/AADT ADT 1,541 AADT 1,541

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A19
Cypress Street between Kirby and Wimbledon

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

19 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Cypress St
From: Kirby St To: Wimbledon Way

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 36 MPH
50 Percentile 28 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 24-33 MPH
Percent in Pace 62%

Street Classification: Local
Length of Street Segment: 0.41 miles
Average Daily Traffic: 1,036
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)(C); CA -MUTCD Section 2B.13, Option 29A.3 (residential density).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Cypress Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Kirby Street - Wimbledon 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: 1:20
42 0 0 42 0
41 1 1 41 X X 2 Time
40 0 3 40 X X X 3 To: 3:35
39 2 1 39 X X X 3
38 0 1 38 X 1 Existing
37 0 2 37 X X 2 Speed Limit: 30 MPH
36 1 4 36 X X X X X 5
35 2 2 35 X X X X 4
34 2 0 34 X X 2
33 2 1 33 X X X 3 *
32 1 3 32 X X X X 4 *
31 3 4 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 4 3 30 X X X X X X X 7 P % Over Pace: 20% 28% 22%
29 3 1 29 X X X X 4 A
28 5 3 28 X X X X X X X X 8 C % In Pace: 64% 62% 62%
27 5 4 27 X X X X X X X X X 9 E
26 1 3 26 X X X X 4 * % Under Pace: 16% 10% 16%
25 5 2 25 X X X X X X X 7 *
24 2 7 24 X X X X X X X X X 9 * Average Speed: 28 MPH 30 MPH 29 MPH 23 3 0 23 X X X 3
22 1 0 22 X 1 Pace Speed: 23 - 32MPH 24 - 33MPH 24 - 33MPH 21 3 2 21 X X X X X 5
20 1 1 20 X X 2
19 0 1 19 X 1 15th Percentile / Critical Speed:22 MPH 24 MPH 23 MPH 18 1 1 18 X X 2
17 1 0 17 X 1 50th Percentile / Critical Speed:28 MPH 29 MPH 28 MPH 16 1 0 16 X 1
15 0 0 15 0 85th Percentile / Critical Speed:34 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

21.B

City of Hemet
Cypress Street
B/ Kirby Street - Wimbledon Way
24 Hour Directional Volume Count

HEM018
Site Code: 232-23157

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

Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 4 1 9
12:15 0 6 3 8
12:30 2 7 0 8
12:45 0 7 3 24 0 10 4 35 7 59
01:00 0 6 0 6
01:15 2 15 1 12
01:30 0 8 1 10
01:45 0 3 2 32 0 11 2 39 4 71
02:00 0 10 0 8
02:15 1 13 0 12
02:30 0 12 0 10
02:45 0 13 1 48 1 13 1 43 2 91
03:00 1 7 0 11
03:15 0 7 0 17
03:30 2 14 2 14
03:45 0 6 3 34 0 13 2 55 5 89
04:00 0 9 0 16
04:15 1 5 0 11
04:30 1 6 1 13
04:45 3 11 5 31 2 10 3 50 8 81
05:00 1 8 1 16
05:15 0 11 0 19
05:30 3 10 0 19
05:45 5 8 9 37 3 9 4 63 13 100
06:00 4 5 2 13
06:15 3 10 0 11
06:30 4 13 3 7
06:45 4 11 15 39 4 17 9 48 24 87
07:00 13 9 2 11
07:15 10 10 5 10
07:30 6 6 4 7
07:45 9 8 38 33 7 3 18 31 56 64
08:00 6 0 11 3
08:15 8 2 7 6
08:30 5 3 9 7
08:45 12 3 31 8 7 5 34 21 65 29
09:00 5 3 6 7
09:15 6 1 5 1
09:30 3 1 8 3
09:45 5 3 19 8 4 4 23 15 42 23
10:00 4 3 4 0
10:15 3 0 2 3
10:30 5 1 5 2
10:45 10 0 22 4 4 0 15 5 37 9
11:00 7 0 9 2
11:15 6 0 7 4
11:30 7 1 10 2
11:45 4 1 24 2 9 1 35 9 59 11
Total 172 300 172 300 150 414 150 414 322 714
Combined
Total 472 472 564 564 1036
AM Peak - 07:00 - - - 11:00 - - - - -
Vol. - 38 - - - 35 - - - - -
P.H.F. 0.731 0.795
PM Peak - - 02:00 - - - 04:45 - - - -
Vol. - - 48 - - - 64 - - - -
P.H.F. 0.923 0.842

Percentag
e 36.4% 63.6% 26.6% 73.4%
ADT/AADT ADT 1,036 AADT 1,036

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A20
Devonshire Avenue between California and Warren

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

20 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Devonshire Ave
From: California Ave To: Warren Rd

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 50 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 42-51 MPH
Percent in Pace 69%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.81 Mile
Average Daily Traffic: 9,529
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.35
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: 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 speeds, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: California Avenue - Warren Road
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 1 55 X 1
54 0 0 54 0 Time
53 1 1 53 X X 2 From: 9:00
52 3 3 52 X X X X X X 6
51 2 2 51 X X X X 4 * Time
50 5 2 50 X X X X X X X 7 * To: 9:20
49 3 4 49 X X X X X X X 7 *
48 4 7 48 X X X X X X X X X X X 11 P Existing
47 2 5 47 X X X X X X X 7 A Speed Limit: 45 MPH
46 3 6 46 X X X X X X X X X 9 C
45 3 2 45 X X X X X 5 E
44 4 6 44 X X X X X X X X X X 10 *
43 1 1 43 X X 2 *
42 4 3 42 X X X X X X X 7 *
41 3 1 41 X X X X 4 Eastbound Westbound Combined Statistics 40 1 0 40 X 1 % Over Pace: 12% 2% 9%
39 2 2 39 X X X X 4
38 4 0 38 X X X X 4 % In Pace: 64% 76% 69%
37 1 0 37 X 1
36 1 2 36 X X X 3 % Under Pace: 24% 22% 22%
35 2 0 35 X X 2
34 0 1 34 X 1 Average Speed: 44 MPH 46 MPH 45 MPH
33 1 1 33 X X 2
32 0 0 32 0 Pace Speed: 41 - 50MPH 44 - 53MPH 42 - 51MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 42 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 47 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

City of Hemet
Devonshire Avenue
B/ California Avenue - Warren Road
24 Hour Directional Volume Count

HEM019
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 2 64 6 66
12:15 3 72 13 70
12:30 4 70 3 62
12:45 1 57 10 263 5 55 27 253 37 516
01:00 2 76 3 78
01:15 4 67 7 93
01:30 3 103 4 82
01:45 7 115 16 361 4 58 18 311 34 672
02:00 1 119 4 93
02:15 3 138 5 92
02:30 1 145 6 77
02:45 3 166 8 568 1 94 16 356 24 924
03:00 6 162 10 78
03:15 3 167 17 79
03:30 3 99 13 76
03:45 7 75 19 503 16 95 56 328 75 831
04:00 9 64 29 113
04:15 5 69 31 119
04:30 4 93 40 112
04:45 7 74 25 300 27 97 127 441 152 741
05:00 18 80 32 114
05:15 26 68 48 112
05:30 23 79 53 102
05:45 25 79 92 306 56 99 189 427 281 733
06:00 40 72 61 67
06:15 41 53 79 92
06:30 51 54 87 57
06:45 58 49 190 228 64 46 291 262 481 490
07:00 74 27 95 54
07:15 68 41 90 31
07:30 74 36 103 38
07:45 60 38 276 142 83 24 371 147 647 289
08:00 73 29 77 35
08:15 71 37 87 32
08:30 61 31 79 26
08:45 66 26 271 123 69 22 312 115 583 238
09:00 53 28 60 35
09:15 50 19 66 23
09:30 54 13 64 17
09:45 62 23 219 83 53 15 243 90 462 173
10:00 47 25 49 20
10:15 47 17 50 16
10:30 49 11 67 16
10:45 60 10 203 63 59 18 225 70 428 133
11:00 54 16 71 7
11:15 61 8 73 17
11:30 70 8 66 9
11:45 50 5 235 37 67 3 277 36 512 73
Total 1564 2977 1564 2977 2152 2836 2152 2836 3716 5813 Combined
Total 4541 4541 4988 4988 9529
AM Peak - 07:30 - - - 07:00 - - - - -
Vol. - 278 - - - 371 - - - - -
P.H.F. 0.939 0.900
PM Peak - - 02:30 - - - 04:15 - - - -
Vol. - - 640 - - - 442 - - - -
P.H.F. 0.958 0.929

Percentag
e 34.4% 65.6% 43.1% 56.9%
ADT/AADT ADT 9,529 AADT 9,529

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A21
Devonshire Avenue between Warren and Old Warren

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

21 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Devonshire Ave
From: Warren Rd To: Old Warren Rd

Date of Speed Survey: 6/14/2023
Critical Speed (85th) 48 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 73%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.19 Miles
Average Daily Traffic: 7,041
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.68
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding 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 appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE
: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Warren Road - Old Warren Road
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 1 55 X 1
54 0 3 54 X X X 3 Time
53 0 1 53 X 1 From: 9:00
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 3 50 X X X 3 To: 9:25
49 0 3 49 X X X 3
48 1 4 48 X X X X X 5 Existing
47 2 5 47 X X X X X X X 7 * Speed Limit: 35 MPH
46 4 2 46 X X X X X X 6 *
45 4 4 45 X X X X X X X X 8 *
44 4 5 44 X X X X X X X X X 9 P
43 1 4 43 X X X X X 5 A
42 5 1 42 X X X X X X 6 C
41 4 1 41 X X X X X 5 E Eastbound Westbound Combined Statistics 40 11 2 40 X X X X X X X X X X X X X 13 * % Over Pace: 2% 12% 17% 39 4 2 39 X X X X X X 6 *
38 5 3 38 X X X X X X X X 8 * % In Pace: 88% 64% 73%
37 0 0 37 0
36 2 2 36 X X X X 4 % Under Pace: 10% 24% 10%
35 2 3 35 X X X X X 5
34 0 0 34 0 Average Speed: 41 MPH 45 MPH 43 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 38 - 47MPH 41 - 50MPH 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:40 MPH 45 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:45 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/14/23

21.B

City of Hemet
Devonshire Avenue
B/ Warren Road - Old Warren Road
24 Hour Directional Volume Count

HEM143
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/14/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 58 5 48
12:15 5 48 1 66
12:30 3 54 4 65
12:45 6 54 14 214 6 71 16 250 30 464
01:00 4 60 6 69
01:15 6 54 5 84
01:30 3 51 3 63
01:45 3 41 16 206 7 78 21 294 37 500
02:00 1 59 9 74
02:15 1 52 5 66
02:30 3 59 9 66
02:45 0 58 5 228 7 74 30 280 35 508
03:00 3 56 9 63
03:15 2 63 3 75
03:30 2 56 8 68
03:45 4 56 11 231 12 76 32 282 43 513
04:00 6 82 23 60
04:15 4 65 26 82
04:30 4 55 13 71
04:45 9 60 23 262 22 64 84 277 107 539
05:00 10 58 34 76
05:15 5 65 44 75
05:30 9 63 33 59
05:45 11 35 35 221 38 54 149 264 184 485
06:00 12 52 39 64
06:15 22 58 45 64
06:30 18 41 51 62
06:45 28 42 80 193 46 47 181 237 261 430
07:00 33 36 63 36
07:15 20 41 80 64
07:30 41 43 52 39
07:45 31 35 125 155 48 40 243 179 368 334
08:00 47 33 57 48
08:15 30 27 58 33
08:30 40 25 36 29
08:45 32 27 149 112 58 34 209 144 358 256
09:00 45 17 54 32
09:15 38 17 47 24
09:30 51 22 52 29
09:45 50 18 184 74 50 19 203 104 387 178
10:00 32 23 63 19
10:15 46 12 44 15
10:30 53 14 66 14
10:45 51 13 182 62 54 14 227 62 409 124
11:00 54 11 40 8
11:15 42 8 71 14
11:30 48 10 47 8
11:45 46 10 190 39 62 12 220 42 410 81
Total 1014 1997 1014 1997 1615 2415 1615 2415 2629 4412 Combined
Total 3011 3011 4030 4030 7041
AM Peak - 10:15 - - - 07:00 - - - - -
Vol. - 204 - - - 243 - - - - -
P.H.F. 0.944 0.759
PM Peak - - 04:00 - - - 01:15 - - - -
Vol. - - 262 - - - 299 - - - -
P.H.F. 0.799 0.890

Percentag
e 33.7% 66.3% 40.1% 59.9%
ADT/AADT ADT 7,041 AADT 7,041

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A22
Devonshire Avenue between Old Warren and Cawston

21.B

CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY

22 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street:  Devonshire Ave
From:  Old Warren Rd  To:  Cawston Ave

Date of Speed Survey:  6/14/2023
Critical Speed (85th)   52 MPH
50 Percentile  47 MPH
Existing Posted Speed Limit  40 MPH
10 MPH Pace  42‐51 MPH
Percent in Pace  69%

Street Classification:  Secondary (Undivided)
Length of Street Segment:  1.00 Miles
Average Daily Traffic:  10,108
Total Accidents:  10
Evaluation Period:  January 1, 2018 – December 31, 2020 Accident Rate (MVM):  1.51
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: 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 condition 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Old Warren Road - Cawston Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 2 59 X X 2
58 0 1 58 X 1
57 1 0 57 X 1 Date:
56 1 0 56 X 1
55 1 2 55 X X X 3
54 2 3 54 X X X X X 5 Time
53 1 0 53 X 1 From: 9:30
52 0 2 52 X X 2
51 2 3 51 X X X X X 5 * Time
50 2 6 50 X X X X X X X X 8 * To: 9:50
49 5 4 49 X X X X X X X X X 9 *
48 3 3 48 X X X X X X 6 P Existing
47 3 5 47 X X X X X X X X 8 A Speed Limit: 40 MPH
46 2 3 46 X X X X X 5 C
45 3 4 45 X X X X X X X 7 E
44 4 3 44 X X X X X X X 7 *
43 4 5 43 X X X X X X X X X 9 *
42 4 1 42 X X X X X 5 *
41 2 1 41 X X X 3 Eastbound Westbound Combined Statistics 40 4 1 40 X X X X X 5 % Over Pace: 20% 16% 16%
39 1 0 39 X 1
38 2 0 38 X X 2 % In Pace: 68% 76% 69%
37 2 1 37 X X X 3
36 1 0 36 X 1 % Under Pace: 12% 8% 15%
35 0 0 35 0
34 0 0 34 0 Average Speed: 45 MPH 48 MPH 47 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49MPH 43 - 52MPH 42 - 51MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:40 MPH 43 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:45 MPH 48 MPH 47 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:51 MPH 54 MPH 52 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/14/23

21.B

City of Hemet
Devonshire Avenue
B/ Old Warren Road - Cawston Avenue
24 Hour Directional Volume Count

HEM144
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/14/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 76 6 70
12:15 4 82 3 94
12:30 10 78 7 96
12:45 10 80 30 316 6 102 22 362 52 678
01:00 5 84 7 86
01:15 8 91 8 107
01:30 6 77 4 90
01:45 2 74 21 326 7 116 26 399 47 725
02:00 3 72 8 111
02:15 4 80 4 97
02:30 3 89 12 95
02:45 1 81 11 322 10 95 34 398 45 720
03:00 4 78 11 106
03:15 4 105 6 105
03:30 4 104 6 87
03:45 7 88 19 375 16 106 39 404 58 779
04:00 7 110 32 97
04:15 2 104 33 109
04:30 6 87 17 100
04:45 9 99 24 400 29 84 111 390 135 790
05:00 17 96 47 106
05:15 5 93 52 102
05:30 8 108 47 97
05:45 19 79 49 376 42 72 188 377 237 753
06:00 14 88 53 75
06:15 23 75 57 95
06:30 22 77 72 79
06:45 32 76 91 316 60 67 242 316 333 632
07:00 48 51 91 53
07:15 33 72 99 73
07:30 42 67 81 54
07:45 30 54 153 244 80 51 351 231 504 475
08:00 46 64 81 58
08:15 50 52 78 44
08:30 54 52 65 44
08:45 50 41 200 209 84 43 308 189 508 398
09:00 53 35 78 37
09:15 52 30 74 22
09:30 71 30 71 28
09:45 76 24 252 119 61 28 284 115 536 234
10:00 60 40 79 33
10:15 58 30 60 18
10:30 74 29 72 19
10:45 71 26 263 125 75 16 286 86 549 211
11:00 68 20 63 12
11:15 66 16 98 16
11:30 70 14 75 13
11:45 68 15 272 65 80 15 316 56 588 121
Total 1385 3193 1385 3193 2207 3323 2207 3323 3592 6516 Combined
Total 4578 4578 5530 5530 10108
AM Peak - 10:30 - - - 07:00 - - - - -
Vol. - 279 - - - 351 - - - - -
P.H.F. 0.943 0.886
PM Peak - - 03:15 - - - 01:15 - - - -
Vol. - - 407 - - - 424 - - - -
P.H.F. 0.925 0.914

Percentag
e 30.3% 69.7% 39.9% 60.1%
ADT/AADT ADT 10,108 AADT 10,108

21.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A23
Devonshire Avenue between Cawston and Sanderson

21.B

CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
23 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street:  Devonshire Ave
From:  Cawston Ave  To:  Sanderson Ave
Date of Speed Survey:  10/27/2023
Critical Speed (85th)   49 MPH
50 Percentile  43 MPH
Existing Posted Speed Limit  40 MPH
10 MPH Pace  40‐49 MPH
Percent in Pace  72%
St
reet Classification:  Secondary (Undivided)
Length of Street Segment:  0.51 Miles
Average Daily Traffic:  9,965
Total Accidents:  12
Evaluation Period:  January 1, 2018 – December 31, 2020 Accident Rate (MVM):  2.16
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: 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 alo ng  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:    November 6, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire 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 1 0 57 X 1 Date:
56 1 0 56 X 1
55 2 0 55 X X 2
54 1 1 54 X X 2 Time
53 1 1 53 X X 2 From: 2:10
52 0 1 52 X 1
51 1 1 51 X X 2 Time
50 1 2 50 X X X 3 To: 2:40
49 1 4 49 X X X X X 5 *
48 0 1 48 X 1 * Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 40 MPH
46 4 2 46 X X X X X X 6 P
45 2 2 45 X X X X 4 A
44 7 6 44 X X X X X X X X X X X X X 13 C
43 3 4 43 X X X X X X X 7 E
42 3 7 42 X X X X X X X X X X 10 *
41 6 6 41 X X X X X X X X X X X X 12 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 * % Over Pace: 18% 12% 14%
39 2 1 39 X X X 3
38 2 1 38 X X X 3 % In Pace: 72% 78% 72%
37 1 0 37 X 1
36 2 0 36 X X 2 % Under Pace: 10% 10% 14%
35 1 3 35 X X X X 4
34 1 0 34 X 1 Average Speed: 44 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 38 - 47MPH 40 - 49MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 40 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 49 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
10/27/23

21.B

City of Hemet
Devonshire Avenue
B/ Cawston Avenue - Sanderson Avenue
72 Hour Directional Volume Count

HEMDECASA
Site Code: 232-231047

Counts Unlimited, Inc.

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

Start 11/2/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 71 9 75
12:15 9 75 13 84
12:30 3 76 3 81
12:45 6 73 28 295 13 85 38 325 66 620
01:00 8 78 5 96
01:15 6 86 10 72
01:30 5 87 5 90
01:45 1 90 20 341 7 88 27 346 47 687
02:00 6 82 4 100
02:15 3 85 3 86
02:30 5 97 6 93
02:45 6 79 20 343 7 92 20 371 40 714
03:00 6 78 13 96
03:15 5 94 11 92
03:30 4 80 14 108
03:45 11 96 26 348 14 124 52 420 78 768
04:00 3 104 17 130
04:15 5 98 9 99
04:30 7 89 19 116
04:45 15 81 30 372 15 116 60 461 90 833
05:00 26 91 26 117
05:15 18 95 29 107
05:30 21 115 39 98
05:45 16 78 81 379 31 83 125 405 206 784
06:00 26 67 41 82
06:15 20 114 40 84
06:30 31 76 40 64
06:45 42 55 119 312 47 67 168 297 287 609
07:00 39 49 56 72
07:15 58 63 91 67
07:30 68 54 80 65
07:45 74 50 239 216 75 60 302 264 541 480
08:00 82 37 72 51
08:15 71 45 77 42
08:30 78 29 70 52
08:45 78 38 309 149 64 45 283 190 592 339
09:00 44 28 61 41
09:15 59 30 75 31
09:30 73 16 53 39
09:45 80 20 256 94 61 27 250 138 506 232
10:00 62 16 78 23
10:15 71 11 76 19
10:30 54 15 65 15
10:45 72 18 259 60 67 22 286 79 545 139
11:00 69 13 55 15
11:15 78 13 78 12
11:30 71 12 83 11
11:45 65 14 283 52 70 10 286 48 569 100
Total 1670 2961 1670 2961 1897 3344 1897 3344 3567 6305 Combined
Total 4631 4631 5241 5241 9872
AM Peak - 08:00 - - - 07:15 - - - - -
Vol. - 309 - - - 318 - - - - -
P.H.F. 0.942 0.874
PM Peak - - 03:45 - - - 03:45 - - - -
Vol. - - 387 - - - 469 - - - -
P.H.F. 0.930 0.902

Percentag
e 36.1% 63.9% 36.2% 63.8%
ADT/AADT ADT 9,965 AADT 9,965

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A24
Devonshire Avenue between Sanderson and Kirby

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

24 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 40 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 88%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 12,904
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.13
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).

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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire 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 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:30
49 0 0 49 0
48 0 0 48 0 Existing
47 1 2 47 X X X 3 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 0 0 44 0
43 2 0 43 X X 2
42 0 0 42 0
41 4 2 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 3 3 40 X X X X X X 6 * % Over Pace: 10% 6% 8%
39 3 3 39 X X X X X X 6 *
38 5 7 38 X X X X X X X X X X X X 12 P % In Pace: 86% 90% 88% 37 5 5 37 X X X X X X X X X X 10 A
36 4 11 36 X X X X X X X X X X X X X X X 15 C % Under Pace: 4% 4% 4% 35 3 3 35 X X X X X X 6 E
34 3 4 34 X X X X X X X 7 * Average Speed: 37 MPH 37 MPH 37 MPH 33 4 4 33 X X X X X X X X 8 *
32 9 3 32 X X X X X X X X X X X X 12 * Pace Speed: 32 - 41MPH 32 - 41MPH 32 - 41MPH 31 0 0 31 0
30 1 2 30 X X X 3
29 1 0 29 X 1 15th Percentile / Critical Speed:32 MPH 33 MPH 32 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:41 MPH 40 MPH 40 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
3/2/23

21.B

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

HEM021
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 15 79 9 134
12:15 11 75 7 145
12:30 9 94 7 126
12:45 7 93 42 341 5 130 28 535 70 876
01:00 11 91 8 116
01:15 8 107 7 141
01:30 5 87 4 128
01:45 6 118 30 403 2 103 21 488 51 891
02:00 2 94 7 112
02:15 9 108 3 139
02:30 4 112 5 146
02:45 4 117 19 431 4 131 19 528 38 959
03:00 6 83 7 164
03:15 5 107 6 137
03:30 2 100 7 141
03:45 5 122 18 412 17 158 37 600 55 1012
04:00 6 168 14 141
04:15 5 111 26 165
04:30 7 97 26 145
04:45 6 97 24 473 28 137 94 588 118 1061
05:00 8 93 40 153
05:15 8 96 35 153
05:30 16 109 43 132
05:45 22 118 54 416 46 132 164 570 218 986
06:00 21 86 46 119
06:15 28 81 46 109
06:30 28 106 42 110
06:45 38 70 115 343 43 94 177 432 292 775
07:00 50 85 77 80
07:15 48 93 77 74
07:30 80 97 86 63
07:45 75 98 253 373 99 88 339 305 592 678
08:00 64 89 95 81
08:15 90 77 110 52
08:30 94 63 79 49
08:45 81 76 329 305 102 54 386 236 715 541
09:00 96 70 85 46
09:15 83 55 93 30
09:30 90 61 82 32
09:45 81 52 350 238 90 30 350 138 700 376
10:00 70 30 110 25
10:15 83 50 115 18
10:30 102 43 87 25
10:45 97 31 352 154 100 9 412 77 764 231
11:00 68 33 84 19
11:15 89 23 121 14
11:30 94 10 96 8
11:45 95 14 346 80 132 5 433 46 779 126
Total 1932 3969 1932 3969 2460 4543 2460 4543 4392 8512 Combined
Total 5901 5901 7003 7003 12904
AM Peak - 08:15 - - - 11:00 - - - - -
Vol. - 361 - - - 433 - - - - -
P.H.F. 0.940 0.820
PM Peak - - 03:30 - - - 03:45 - - - -
Vol. - - 501 - - - 609 - - - -
P.H.F. 0.746 0.923

Percentag
e 32.7% 67.3% 35.1% 64.9%
ADT/AADT ADT 12,904 AADT 12,904

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A25
Devonshire Avenue between Kirby and Lyon

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

25 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 42 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 74%

Street Classification: Express Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 9,977
Total Accidents: 13
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.38
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and 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 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire 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 0 0 54 0 Time
53 0 0 53 0 From: 12:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:55
49 0 0 49 0
48 1 2 48 X X X 3 Existing
47 2 2 47 X X X X 4 Speed Limit: 30 MPH
46 2 2 46 X X X X 4
45 0 1 45 X 1
44 2 0 44 X X 2
43 1 0 43 X 1
42 2 2 42 X X X X 4 *
41 6 3 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 7 6 40 X X X X X X X X X X X X X 13 * % Over Pace: 16% 14% 15% 39 7 7 39 X X X X X X X X X X X X X X 14 P
38 2 5 38 X X X X X X X 7 A % In Pace: 76% 72% 74%
37 2 4 37 X X X X X X 6 C
36 6 2 36 X X X X X X X X 8 E % Under Pace: 8% 14% 11%
35 2 4 35 X X X X X X 6 *
34 1 2 34 X X X 3 * Average Speed: 39 MPH 38 MPH 38 MPH 33 3 1 33 X X X X 4 *
32 0 1 32 X 1 Pace Speed: 33 - 42MPH 33 - 42MPH 33 - 42MPH 31 3 2 31 X X X X X 5
30 1 2 30 X X X 3
29 0 1 29 X 1 15th Percentile / Critical Speed:34 MPH 33 MPH 33 MPH 28 0 1 28 X 1
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 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

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

HEM022
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 13 74 8 80
12:15 11 93 4 85
12:30 6 94 5 65
12:45 7 97 37 358 5 86 22 316 59 674
01:00 7 84 4 76
01:15 7 100 5 83
01:30 5 104 2 85
01:45 5 90 24 378 1 68 12 312 36 690
02:00 3 101 5 73
02:15 9 109 2 92
02:30 5 114 6 87
02:45 5 109 22 433 7 98 20 350 42 783
03:00 6 109 5 85
03:15 5 105 4 89
03:30 3 118 5 91
03:45 4 114 18 446 15 94 29 359 47 805
04:00 6 125 11 96
04:15 6 105 15 99
04:30 3 108 13 95
04:45 6 93 21 431 20 80 59 370 80 801
05:00 9 113 20 104
05:15 6 107 25 90
05:30 10 110 21 87
05:45 20 102 45 432 28 70 94 351 139 783
06:00 15 90 29 64
06:15 25 92 26 66
06:30 25 88 33 77
06:45 38 69 103 339 36 54 124 261 227 600
07:00 50 64 56 56
07:15 54 81 61 43
07:30 70 76 67 49
07:45 81 82 255 303 60 52 244 200 499 503
08:00 58 65 71 52
08:15 85 64 52 36
08:30 68 40 45 33
08:45 96 54 307 223 75 29 243 150 550 373
09:00 79 55 51 21
09:15 66 44 58 28
09:30 67 43 64 26
09:45 80 42 292 184 58 16 231 91 523 275
10:00 67 20 81 13
10:15 84 34 76 13
10:30 65 30 59 13
10:45 89 18 305 102 68 9 284 48 589 150
11:00 77 29 64 17
11:15 91 18 85 9
11:30 89 13 62 5
11:45 88 13 345 73 86 3 297 34 642 107
Total 1774 3702 1774 3702 1659 2842 1659 2842 3433 6544 Combined
Total 5476 5476 4501 4501 9977
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 346 - - - 297 - - - - -
P.H.F. 0.901 0.863
PM Peak - - 03:15 - - - 03:45 - - - -
Vol. - - 462 - - - 384 - - - -
P.H.F. 0.924 0.970

Percentag
e 32.4% 67.6% 36.9% 63.1%
ADT/AADT ADT 9,977 AADT 9,977

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A26
Devonshire Avenue between Lyon and State

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

26 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Devonshire Ave
From: Lyon Ave To: State St

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 38 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 80%

Street Classification: Express Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 6,483
Total Accidents: 14
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.97
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 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire 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 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 1 1 45 X X 2
44 0 1 44 X 1 Time
43 0 1 43 X 1 From: 1:35
42 0 2 42 X X 2
41 0 2 41 X X 2 Time
40 1 1 40 X X 2 To: 1:55
39 2 2 39 X X X X 4
38 1 2 38 X X X 3 * Existing
37 12 2 37 X X X X X X X X X X X X X X 14 * Speed Limit: 35 MPH 36 4 6 36 X X X X X X X X X X 10 *
35 3 6 35 X X X X X X X X X 9 P
34 4 3 34 X X X X X X X 7 A
33 3 5 33 X X X X X X X X 8 C
32 2 3 32 X X X X X 5 E
31 6 4 31 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 30 3 5 30 X X X X X X X X 8 * % Over Pace: 12% 20% 15%
29 3 3 29 X X X X X X 6 *
28 2 0 28 X X 2 % In Pace: 84% 78% 80%
27 1 1 27 X X 2
26 1 0 26 X 1 % Under Pace: 4% 2% 5%
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: 28 - 37MPH 29 - 38MPH 29 - 38MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 40 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

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

HEM023
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 7 58 5 57
12:15 6 66 3 48
12:30 8 56 3 37
12:45 6 78 27 258 2 41 13 183 40 441
01:00 5 63 1 33
01:15 4 71 2 43
01:30 5 84 0 51
01:45 5 62 19 280 3 39 6 166 25 446
02:00 4 78 2 50
02:15 6 84 3 52
02:30 4 94 3 49
02:45 4 81 18 337 2 57 10 208 28 545
03:00 6 78 7 42
03:15 6 77 5 50
03:30 1 91 3 61
03:45 7 70 20 316 6 49 21 202 41 518
04:00 2 75 6 57
04:15 2 77 9 63
04:30 4 81 7 51
04:45 3 55 11 288 7 36 29 207 40 495
05:00 4 84 7 66
05:15 7 66 14 50
05:30 7 76 13 48
05:45 12 60 30 286 20 43 54 207 84 493
06:00 10 71 19 43
06:15 20 62 11 27
06:30 12 61 20 37
06:45 28 44 70 238 27 30 77 137 147 375
07:00 35 54 35 32
07:15 47 54 37 21
07:30 46 52 43 31
07:45 66 51 194 211 33 35 148 119 342 330
08:00 44 51 40 27
08:15 55 50 27 23
08:30 59 27 29 12
08:45 55 42 213 170 48 14 144 76 357 246
09:00 48 37 33 15
09:15 47 31 29 16
09:30 52 35 33 11
09:45 51 36 198 139 30 13 125 55 323 194
10:00 57 21 42 8
10:15 47 23 41 10
10:30 54 23 33 9
10:45 64 13 222 80 34 8 150 35 372 115
11:00 62 14 38 8
11:15 63 8 45 7
11:30 66 10 36 7
11:45 61 12 252 44 44 5 163 27 415 71
Total 1274 2647 1274 2647 940 1622 940 1622 2214 4269
Combined
Total 3921 3921 2562 2562 6483
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 255 - - - 163 - - - - -
P.H.F. 0.966 0.849
PM Peak - - 02:00 - - - 03:30 - - - -
Vol. - - 337 - - - 230 - - - -
P.H.F. 0.896 0.913

Percentag
e 32.5% 67.5% 36.7% 63.3%
ADT/AADT ADT 6,483 AADT 6,483

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A27
Devonshire Avenue between State and Thompson

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

27 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Devonshire Ave
From: State St To: Thompson St

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 34 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 25-34 MPH
Percent in Pace 79%

Street Classification: Collector
Length of Street Segment: 0.38 Miles
Average Daily Traffic: 3,335
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.72
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 appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - Thompson 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 0 0 43 0 From: 1:55
42 0 0 42 0
41 0 2 41 X X 2 Time
40 0 0 40 0 To: 2:20
39 0 0 39 0
38 0 1 38 X 1 Existing
37 3 1 37 X X X X 4 Speed Limit: 30 MPH
36 1 3 36 X X X X 4
35 1 2 35 X X X 3
34 4 6 34 X X X X X X X X X X 10 *
33 1 2 33 X X X 3 *
32 4 4 32 X X X X X X X X 8 *
31 3 6 31 X X X X X X X X X 9 P Eastbound Westbound Combined Statistics 30 5 7 30 X X X X X X X X X X X X 12 A % Over Pace: 10% 6% 14% 29 4 6 29 X X X X X X X X X X 10 C
28 8 3 28 X X X X X X X X X X X 11 E % In Pace: 80% 80% 79% 27 4 1 27 X X X X X 5 *
26 3 3 26 X X X X X X 6 * % Under Pace: 10% 14% 7%
25 4 1 25 X X X X X 5 *
24 3 1 24 X X X X 4 Average Speed: 29 MPH 31 MPH 30 MPH 23 2 1 23 X X X 3
22 0 0 22 0 Pace Speed: 25 - 34MPH 28 - 37MPH 25 - 34MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 28 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:34 MPH 35 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

City of Hemet
Devonshire Avenue
B/ State Street - Thompson Street
24 Hour Directional Volume Count

HEM024
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 1 33 2 18
12:15 4 26 0 12
12:30 2 33 2 30
12:45 4 34 11 126 0 12 4 72 15 198
01:00 2 31 0 23
01:15 1 39 2 18
01:30 1 48 3 15
01:45 4 44 8 162 1 19 6 75 14 237
02:00 2 48 1 19
02:15 1 43 0 33
02:30 2 46 1 24
02:45 2 35 7 172 1 15 3 91 10 263
03:00 1 36 2 21
03:15 3 39 0 29
03:30 3 52 4 20
03:45 1 32 8 159 1 25 7 95 15 254
04:00 0 47 3 43
04:15 0 48 4 16
04:30 3 37 2 20
04:45 2 35 5 167 4 20 13 99 18 266
05:00 3 46 7 33
05:15 2 39 5 21
05:30 6 34 5 24
05:45 8 44 19 163 6 29 23 107 42 270
06:00 2 32 10 25
06:15 10 24 10 11
06:30 18 39 8 19
06:45 21 32 51 127 8 17 36 72 87 199
07:00 25 36 36 10
07:15 34 31 24 15
07:30 27 22 32 14
07:45 45 19 131 108 17 8 109 47 240 155
08:00 33 13 25 7
08:15 34 20 15 4
08:30 34 8 18 3
08:45 35 18 136 59 18 11 76 25 212 84
09:00 23 14 17 8
09:15 33 12 15 2
09:30 33 11 21 10
09:45 35 12 124 49 18 2 71 22 195 71
10:00 25 6 25 3
10:15 26 11 18 3
10:30 33 7 24 5
10:45 35 6 119 30 21 2 88 13 207 43
11:00 31 3 19 5
11:15 38 3 23 1
11:30 38 5 16 2
11:45 25 6 132 17 20 5 78 13 210 30
Total 751 1339 751 1339 514 731 514 731 1265 2070
Combined
Total 2090 2090 1245 1245 3335
AM Peak - 07:45 - - - 07:00 - - - - -
Vol. - 146 - - - 109 - - - - -
P.H.F. 0.811 0.757
PM Peak - - 01:30 - - - 03:15 - - - -
Vol. - - 183 - - - 117 - - - -
P.H.F. 0.953 0.680

Percentag
e 35.9% 64.1% 41.3% 58.7%
ADT/AADT ADT 3,335 AADT 3,335

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A28
Devonshire Avenue between Santa Fe and San Jacinto

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

28 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 31 MPH
50 Percentile 27 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 22-31 MPH
Percent in Pace 81%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,503
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.92
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: 30 MPH

This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE
: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire 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 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: 2:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 35 MPH
36 0 0 36 0
35 1 0 35 X 1
34 2 2 34 X X X X 4
33 2 1 33 X X X 3
32 1 4 32 X X X X X 5
31 4 0 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 3 7 30 X X X X X X X X X X 10 * % Over Pace: 12% 6% 13% 29 2 3 29 X X X X X 5 *
28 6 4 28 X X X X X X X X X X 10 P % In Pace: 80% 82% 81% 27 5 6 27 X X X X X X X X X X X 11 A
26 3 9 26 X X X X X X X X X X X X 12 C % Under Pace: 8% 12% 6% 25 5 3 25 X X X X X X X X 8 E
24 5 2 24 X X X X X X X 7 * Average Speed: 27 MPH 27 MPH 27 MPH 23 5 3 23 X X X X X X X X 8 *
22 2 4 22 X X X X X X 6 * Pace Speed: 22 - 31MPH 23 - 32MPH 22 - 31MPH 21 3 0 21 X X X 3
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed:23 MPH 23 MPH 23 MPH 18 1 1 18 X X 2
17 0 0 17 0 50th Percentile / Critical Speed:27 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:31 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

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

HEM025
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 15 2 26
12:15 0 12 1 23
12:30 1 20 0 29
12:45 1 15 2 62 1 26 4 104 6 166
01:00 1 26 0 29
01:15 1 13 1 31
01:30 3 25 1 25
01:45 0 24 5 88 0 41 2 126 7 214
02:00 0 51 2 35
02:15 1 20 1 42
02:30 0 19 1 18
02:45 1 19 2 109 1 37 5 132 7 241
03:00 1 20 2 36
03:15 0 19 2 18
03:30 0 21 0 39
03:45 0 29 1 89 0 32 4 125 5 214
04:00 1 33 1 27
04:15 0 24 1 25
04:30 2 11 1 25
04:45 0 11 3 79 1 27 4 104 7 183
05:00 5 14 2 37
05:15 3 16 2 15
05:30 8 8 0 22
05:45 7 12 23 50 2 10 6 84 29 134
06:00 3 11 5 10
06:15 13 8 5 16
06:30 7 10 4 15
06:45 5 5 28 34 9 8 23 49 51 83
07:00 9 9 10 9
07:15 20 4 19 8
07:30 20 7 27 12
07:45 33 3 82 23 35 9 91 38 173 61
08:00 20 12 30 6
08:15 30 8 30 12
08:30 36 6 32 9
08:45 37 2 123 28 35 7 127 34 250 62
09:00 25 0 32 2
09:15 14 1 27 4
09:30 22 2 26 4
09:45 14 3 75 6 28 3 113 13 188 19
10:00 25 0 31 1
10:15 13 0 19 0
10:30 15 4 24 2
10:45 15 2 68 6 28 0 102 3 170 9
11:00 19 4 27 2
11:15 21 1 32 0
11:30 23 0 38 2
11:45 25 1 88 6 27 2 124 6 212 12
Total 500 580 500 580 605 818 605 818 1105 1398
Combined
Total 1080 1080 1423 1423 2503
AM Peak - 08:15 - - - 08:15 - - - - -
Vol. - 128 - - - 129 - - - - -
P.H.F. 0.865 0.921
PM Peak - - 01:30 - - - 01:30 - - - -
Vol. - - 120 - - - 143 - - - -
P.H.F. 0.588 0.851

Percentag
e 46.3% 53.7% 42.5% 57.5%
ADT/AADT ADT 2,503 AADT 2,503

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A29
Devonshire Avenue between San Jacinto and Girard

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

29 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Devonshire Ave
From: San Jacinto St To: Girard St

Date of Speed Survey: 3/2/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 76%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,592
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.59
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Safety of bicyclists and pedestrians, vulnerable pedestrian groups -Care Center (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B) Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speed 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: September 8, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Jacinto Street - Girard 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 1 0 44 X 1 Time
43 0 2 43 X X 2 From: 2:50
42 0 0 42 0
41 0 1 41 X 1 Time
40 0 0 40 0 To: 3:10
39 2 0 39 X X 2
38 2 3 38 X X X X X 5 Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 30 MPH
36 2 2 36 X X X X 4 *
35 2 3 35 X X X X X 5 *
34 5 3 34 X X X X X X X X 8 P
33 3 4 33 X X X X X X X 7 A
32 7 3 32 X X X X X X X X X X 10 C
31 4 5 31 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 10% 6% 11%
29 5 8 29 X X X X X X X X X X X X X 13 *
28 5 2 28 X X X X X X X 7 * % In Pace: 78% 76% 76%
27 1 4 27 X X X X X 5
26 0 2 26 X X 2 % Under Pace: 12% 18% 13%
25 2 1 25 X X X 3
24 1 0 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 2 0 23 X X 2
22 0 0 22 0 Pace Speed: 28 - 37MPH 29 - 38MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:36 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/2/23

21.B

City of Hemet
Devonshire Avenue
B/ San Jacinto Street - Girard Street
24 Hour Directional Volume Count

HEM026
Site Code: 232-22157

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 3 34 7 32
12:15 5 37 3 34
12:30 8 64 5 41
12:45 6 40 22 175 2 38 17 145 39 320
01:00 1 35 1 34
01:15 7 46 8 50
01:30 5 38 2 53
01:45 2 47 15 166 2 36 13 173 28 339
02:00 3 41 1 38
02:15 1 31 2 55
02:30 2 44 1 55
02:45 0 73 6 189 2 45 6 193 12 382
03:00 2 48 2 28
03:15 6 55 6 47
03:30 3 49 5 19
03:45 4 40 15 192 5 36 18 130 33 322
04:00 3 56 2 41
04:15 2 54 7 43
04:30 3 76 6 29
04:45 2 53 10 239 8 35 23 148 33 387
05:00 2 61 12 36
05:15 6 45 10 41
05:30 8 62 8 42
05:45 2 52 18 220 9 36 39 155 57 375
06:00 6 47 7 19
06:15 5 43 19 27
06:30 6 32 21 28
06:45 7 49 24 171 17 18 64 92 88 263
07:00 13 58 19 26
07:15 21 31 44 17
07:30 34 27 59 17
07:45 32 35 100 151 42 10 164 70 264 221
08:00 34 41 45 19
08:15 28 27 61 15
08:30 18 25 32 17
08:45 23 28 103 121 38 17 176 68 279 189
09:00 26 20 44 8
09:15 34 13 35 13
09:30 32 25 25 13
09:45 12 10 104 68 36 12 140 46 244 114
10:00 38 17 26 10
10:15 17 21 22 6
10:30 19 12 40 7
10:45 25 9 99 59 24 4 112 27 211 86
11:00 40 12 36 5
11:15 30 3 26 4
11:30 33 11 32 7
11:45 32 4 135 30 29 2 123 18 258 48
Total 651 1781 651 1781 895 1265 895 1265 1546 3046
Combined
Total 2432 2432 2160 2160 4592
AM Peak - 11:00 - - - 07:30 - - - - -
Vol. - 135 - - - 207 - - - - -
P.H.F. 0.844 0.848
PM Peak - - 04:15 - - - 02:00 - - - -
Vol. - - 244 - - - 193 - - - -
P.H.F. 0.803 0.877

Percentag
e 26.8% 73.2% 41.4% 58.6%
ADT/AADT ADT 4,592 AADT 4,592

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A30
Devonshire Avenue between Girard and Cornell

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

30 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Devonshire Ave
From: Girard St To: Cornell St

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 39 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 31-40 MPH
Percent in Pace 78%

Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 2,878
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.85
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE
: September 8, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Devonshire Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Girard Street - Cornell 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 2 0 46 X X 2
45 1 0 45 X 1
44 1 0 44 X 1 Time
43 0 1 43 X 1 From: 9:40
42 2 2 42 X X X X 4
41 1 0 41 X 1 Time
40 1 2 40 X X X 3 * To: 10:10
39 3 5 39 X X X X X X X X 8 *
38 3 0 38 X X X 3 * Existing
37 5 8 37 X X X X X X X X X X X X X 13 P Speed Limit: 30 MPH 36 4 4 36 X X X X X X X X 8 A
35 4 0 35 X X X X 4 C
34 7 4 34 X X X X X X X X X X X 11 E
33 5 6 33 X X X X X X X X X X X 11 *
32 4 8 32 X X X X X X X X X X X X 12 *
31 1 4 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 % Over Pace: 12% 6% 10%
29 1 1 29 X X 2
28 3 1 28 X X X X 4 % In Pace: 74% 82% 78%
27 1 1 27 X X 2
26 0 0 26 0 % Under Pace: 14% 12% 12%
25 0 0 25 0
24 0 1 24 X 1 Average Speed: 36 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41MPH 31 - 40MPH 31 - 40MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:32 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:35 MPH 34 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

21.B

City of Hemet
Devonshire Avenue
B/ Girard Street - Cornell Street
24 Hour Directional Volume Count

HEM027
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 4 44 3 26
12:15 3 32 0 17
12:30 7 39 3 19
12:45 2 37 16 152 2 30 8 92 24 244
01:00 2 24 2 23
01:15 1 36 1 18
01:30 1 35 0 20
01:45 2 25 6 120 1 24 4 85 10 205
02:00 1 40 1 19
02:15 1 46 1 28
02:30 2 32 0 20
02:45 0 29 4 147 1 18 3 85 7 232
03:00 1 44 1 15
03:15 0 31 1 22
03:30 0 44 0 22
03:45 1 46 2 165 3 26 5 85 7 250
04:00 0 55 1 26
04:15 1 52 4 15
04:30 1 48 5 18
04:45 0 36 2 191 2 13 12 72 14 263
05:00 3 61 1 24
05:15 1 35 5 17
05:30 0 34 0 14
05:45 7 35 11 165 3 14 9 69 20 234
06:00 4 24 5 10
06:15 2 24 7 10
06:30 9 35 11 11
06:45 8 20 23 103 17 9 40 40 63 143
07:00 15 21 20 11
07:15 21 26 32 2
07:30 22 23 36 9
07:45 12 21 70 91 43 5 131 27 201 118
08:00 20 18 35 6
08:15 14 13 31 9
08:30 21 13 45 6
08:45 22 8 77 52 22 9 133 30 210 82
09:00 20 13 14 7
09:15 14 13 20 5
09:30 16 9 13 5
09:45 16 7 66 42 12 2 59 19 125 61
10:00 25 10 10 2
10:15 22 3 19 1
10:30 28 6 18 0
10:45 25 3 100 22 21 0 68 3 168 25
11:00 26 2 15 2
11:15 22 4 12 0
11:30 26 1 17 0
11:45 30 1 104 8 14 0 58 2 162 10
Total 481 1258 481 1258 530 609 530 609 1011 1867
Combined
Total 1739 1739 1139 1139 2878
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 104 - - - 154 - - - - -
P.H.F. 0.867 0.856
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 201 - - - 96 - - - -
P.H.F. 0.914 0.800

Percentag
e 27.7% 72.3% 46.5% 53.5%
ADT/AADT ADT 2,878 AADT 2,878

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A31
Domenigoni Parkway between Winchester and Warren

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

31 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Domenigoni Pkwy
From: Winchester Rd To: Warren Rd

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 72 MPH
50 Percentile 68 MPH
Existing Posted Speed Limit 65 MPH
10 MPH Pace 64-73 MPH
Percent in Pace 78%

Street Classification: Arterial
Length of Street Segment: 3.11 Miles
Average Daily Traffic: 41,248
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.04
California Statewide Accidents Rate (MVM): 1.07
Justification: No person may drive a vehicle upon a highway at a speed greater than 65 miles per hour. CVC 22349(a).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 65 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 65 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
: September 8, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Domenigoni Parkway
85 0 0 85 0
84 0 0 84 0
83 0 0 83 0 Between: Winchester Road - Warren Road
82 0 0 82 0
81 0 0 81 0
80 0 0 80 0 Weather: Clear
79 0 0 79 0
78 1 0 78 X 1
77 0 0 77 0 Date:
76 1 1 76 X X 2
75 1 0 75 X 1
74 1 0 74 X 1 Time
73 3 6 73 X X X X X X X X X 9 * From: 12:15
72 2 3 72 X X X X X 5 *
71 4 3 71 X X X X X X X 7 * Time
70 3 1 70 X X X X 4 P To: 12:35
69 4 6 69 X X X X X X X X X X 10 A
68 6 5 68 X X X X X X X X X X X 11 C Existing
67 5 6 67 X X X X X X X X X X X 11 E Speed Limit: 65 MPH 66 5 3 66 X X X X X X X X 8 *
65 3 3 65 X X X X X X 6 *
64 2 5 64 X X X X X X X 7 *
63 3 1 63 X X X X 4
62 1 2 62 X X X 3
61 1 0 61 X 1 Eastbound Westbound Combined Statistics
60 2 0 60 X X 2 % Over Pace: 8% 2% 5%
59 0 1 59 X 1
58 1 1 58 X X 2 % In Pace: 74% 82% 78%
57 0 0 57 0
56 1 1 56 X X 2 % Under Pace: 18% 16% 17%
55 0 1 55 X 1
54 0 1 54 X 1 Average Speed: 68 MPH 67 MPH 67 MPH
53 0 0 53 0
52 0 0 52 0 Pace Speed: 64 - 73MPH 64 - 73MPH 64 - 73MPH 51 0 0 51 0
50 0 0 50 0
49 0 0 49 0 15th Percentile / Critical Speed:63 MPH 63 MPH 63 MPH 48 0 0 48 0
47 0 0 47 0 50th Percentile / Critical Speed:68 MPH 67 MPH 68 MPH 46 0 0 46 0
45 0 0 45 0 85th Percentile / Critical Speed:72 MPH 72 MPH 72 MPH 44 0 0 44 0
43 0 0 43 0
42 0 0 42 0
41 0 0 41 0
40 0 0 40 0
39 0 0 39 0
38 0 0 38 0
37 0 0 37 0
36 0 0 36 0
35 0 0 35 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
3/7/23

21.B

City of Hemet
Domenigoni Parkway
B/ Winchester Road - Warren Road
24 Hour Directional Volume Count

HEM028
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 75 253 17 216
12:15 44 291 23 298
12:30 52 269 22 291
12:45 42 299 213 1112 19 249 81 1054 294 2166
01:00 50 250 23 264
01:15 38 318 17 288
01:30 26 345 29 286
01:45 24 282 138 1195 25 295 94 1133 232 2328
02:00 20 337 25 297
02:15 25 342 19 309
02:30 22 381 31 339
02:45 30 378 97 1438 44 319 119 1264 216 2702
03:00 26 392 35 311
03:15 25 391 69 303
03:30 27 413 78 277
03:45 38 388 116 1584 113 306 295 1197 411 2781
04:00 44 400 151 293
04:15 33 407 205 376
04:30 61 460 229 324
04:45 65 431 203 1698 210 300 795 1293 998 2991
05:00 80 437 228 310
05:15 108 433 283 341
05:30 130 446 286 278
05:45 111 396 429 1712 241 292 1038 1221 1467 2933
06:00 112 378 298 245
06:15 207 344 334 242
06:30 245 346 337 199
06:45 354 332 918 1400 305 185 1274 871 2192 2271
07:00 296 294 377 176
07:15 360 263 467 160
07:30 395 290 465 144
07:45 379 257 1430 1104 306 144 1615 624 3045 1728
08:00 344 259 363 111
08:15 304 232 341 107
08:30 270 205 340 107
08:45 262 201 1180 897 333 101 1377 426 2557 1323
09:00 215 203 270 84
09:15 253 182 325 97
09:30 237 187 299 91
09:45 248 155 953 727 288 80 1182 352 2135 1079
10:00 226 132 253 74
10:15 243 140 264 62
10:30 244 121 254 57
10:45 265 96 978 489 252 68 1023 261 2001 750
11:00 241 101 245 49
11:15 279 106 244 55
11:30 279 103 275 25
11:45 273 66 1072 376 273 34 1037 163 2109 539
Total 7727 13732 7727 13732 9930 9859 9930 9859 17657 23591 Combined
Total 21459 21459 19789 19789 41248
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 1478 - - - 1615 - - - - -
P.H.F. 0.935 0.865
PM Peak - - 04:30 - - - 04:15 - - - -
Vol. - - 1761 - - - 1310 - - - -
P.H.F. 0.957 0.871

Percentag
e 36.0% 64.0% 50.2% 49.8%
ADT/AADT ADT 41,248 AADT 41,248

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A32
Domenigoni Parkway between Warren and Sanderson

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

32 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Domenigoni Pkwy
From: Warren Rd To: Sanderson Ave

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 68 MPH
50 Percentile 64 MPH
Existing Posted Speed Limit 65 MPH
10 MPH Pace 59-68 MPH
Percent in Pace 72%

Street Classification: Arterial
Length of Street Segment: 1.77 Miles
Average Daily Traffic: 36,031
Total Accidents: 12
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.17
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: 65 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 65 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE
: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Domenigoni Parkway
85 0 0 85 0
84 0 0 84 0
83 0 0 83 0 Between: Warren Road - Sanderson Avenue
82 0 0 82 0
81 0 0 81 0
80 0 0 80 0 Weather: Clear
79 0 0 79 0
78 0 0 78 0
77 0 0 77 0 Date:
76 1 0 76 X 1
75 0 0 75 0
74 0 0 74 0 Time
73 2 1 73 X X X 3 From: 12:35
72 1 0 72 X 1
71 2 1 71 X X X 3 Time
70 2 2 70 X X X X 4 To: 12:55
69 2 1 69 X X X 3
68 5 4 68 X X X X X X X X X 9 * Existing
67 8 5 67 X X X X X X X X X X X X X 13 * Speed Limit: 65 MPH 66 3 2 66 X X X X X 5 *
65 4 4 65 X X X X X X X X 8 P
64 5 2 64 X X X X X X X 7 A
63 0 5 63 X X X X X 5 C
62 3 2 62 X X X X X 5 E
61 3 7 61 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 60 1 0 60 X 1 * % Over Pace: 20% 10% 15%
59 5 4 59 X X X X X X X X X 9 *
58 0 2 58 X X 2 % In Pace: 74% 70% 72%
57 1 1 57 X X 2
56 1 2 56 X X X 3 % Under Pace: 6% 20% 13%
55 1 2 55 X X X 3
54 0 1 54 X 1 Average Speed: 65 MPH 63 MPH 64 MPH
53 0 0 53 0
52 0 2 52 X X 2 Pace Speed: 59 - 68MPH 59 - 68MPH 59 - 68MPH 51 0 0 51 0
50 0 0 50 0
49 0 0 49 0 15th Percentile / Critical Speed:59 MPH 57 MPH 59 MPH 48 0 0 48 0
47 0 0 47 0 50th Percentile / Critical Speed:66 MPH 63 MPH 64 MPH 46 0 0 46 0
45 0 0 45 0 85th Percentile / Critical Speed:70 MPH 68 MPH 68 MPH 44 0 0 44 0
43 0 0 43 0
42 0 0 42 0
41 0 0 41 0
40 0 0 40 0
39 0 0 39 0
38 0 0 38 0
37 0 0 37 0
36 0 0 36 0
35 0 0 35 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
3/7/23

21.B

City of Hemet
Domenigoni Parkway
B/ Warren Road - Sanderson Avenue
24 Hour Directional Volume Count

HEM029
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 75 226 20 212
12:15 44 228 18 240
12:30 44 242 20 275
12:45 43 230 206 926 20 209 78 936 284 1862
01:00 41 233 19 257
01:15 36 249 17 246
01:30 22 295 26 228
01:45 26 253 125 1030 19 277 81 1008 206 2038
02:00 18 269 28 249
02:15 18 303 20 253
02:30 18 305 35 296
02:45 31 327 85 1204 30 277 113 1075 198 2279
03:00 24 350 29 269
03:15 17 319 58 257
03:30 25 352 75 303
03:45 33 310 99 1331 109 252 271 1081 370 2412
04:00 36 324 153 292
04:15 26 364 182 323
04:30 47 379 205 291
04:45 52 380 161 1447 208 252 748 1158 909 2605
05:00 68 389 213 266
05:15 97 357 269 297
05:30 108 372 286 265
05:45 104 339 377 1457 236 221 1004 1049 1381 2506
06:00 98 336 289 204
06:15 165 283 300 213
06:30 200 289 301 173
06:45 335 275 798 1183 282 150 1172 740 1970 1923
07:00 240 261 376 156
07:15 310 210 452 139
07:30 378 255 363 127
07:45 316 206 1244 932 300 130 1491 552 2735 1484
08:00 296 235 302 88
08:15 291 212 334 96
08:30 235 183 321 97
08:45 209 169 1031 799 259 100 1216 381 2247 1180
09:00 198 170 238 76
09:15 210 174 252 95
09:30 187 145 263 89
09:45 215 144 810 633 246 77 999 337 1809 970
10:00 193 119 221 62
10:15 214 130 222 56
10:30 209 99 215 63
10:45 252 85 868 433 207 52 865 233 1733 666
11:00 190 90 221 41
11:15 227 100 230 42
11:30 242 93 235 24
11:45 235 57 894 340 213 24 899 131 1793 471
Total 6698 11715 6698 11715 8937 8681 8937 8681 15635 20396 Combined
Total 18413 18413 17618 17618 36031
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 1300 - - - 1491 - - - - -
P.H.F. 0.860 0.825
PM Peak - - 04:15 - - - 03:30 - - - -
Vol. - - 1512 - - - 1170 - - - -
P.H.F. 0.972 0.906

Percentag
e 36.4% 63.6% 50.7% 49.3%
ADT/AADT ADT 36,031 AADT 36,031

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A33
Domenigoni Parkway between Sanderson and State

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

33 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Domenigoni Pkwy
From: Sanderson Ave To: State St

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 69 MPH
50 Percentile 64 MPH
Existing Posted Speed Limit 65 MPH
10 MPH Pace 59-68 MPH
Percent in Pace 71%

Street Classification: Arterial
Length of Street Segment: 2.11 Miles
Average Daily Traffic: 21,003
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.16
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: 65 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 65 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Domenigoni Parkway
85 0 0 85 0
84 0 0 84 0
83 0 0 83 0 Between: Sanderson Avenue - State Street
82 0 0 82 0
81 0 0 81 0
80 0 0 80 0 Weather: Clear
79 0 0 79 0
78 0 0 78 0
77 0 0 77 0 Date:
76 0 0 76 0
75 2 0 75 X X 2
74 1 0 74 X 1 Time
73 0 0 73 0 From: 1:20
72 0 3 72 X X X 3
71 3 2 71 X X X X X 5 Time
70 3 1 70 X X X X 4 To: 1:40
69 0 1 69 X 1
68 6 1 68 X X X X X X X 7 * Existing
67 3 4 67 X X X X X X X 7 * Speed Limit: 65 MPH
66 2 3 66 X X X X X 5 *
65 5 4 65 X X X X X X X X X 9 P
64 2 5 64 X X X X X X X 7 A
63 7 3 63 X X X X X X X X X X 10 C
62 3 6 62 X X X X X X X X X 9 E
61 4 3 61 X X X X X X X 7 * Eastbound Westbound Combined Statistics 60 1 2 60 X X X 3 * % Over Pace: 12% 16% 16%
59 2 5 59 X X X X X X X 7 *
58 2 3 58 X X X X X 5 % In Pace: 70% 76% 71%
57 1 0 57 X 1
56 0 1 56 X 1 % Under Pace: 18% 8% 13%
55 3 0 55 X X X 3
54 0 2 54 X X 2 Average Speed: 65 MPH 63 MPH 64 MPH
53 0 0 53 0
52 0 0 52 0 Pace Speed: 61 - 70MPH 58 - 67MPH 59 - 68MPH 51 0 1 51 X 1
50 0 0 50 0
49 0 0 49 0 15th Percentile / Critical Speed:59 MPH 59 MPH 59 MPH 48 0 0 48 0
47 0 0 47 0 50th Percentile / Critical Speed:64 MPH 63 MPH 64 MPH 46 0 0 46 0
45 0 0 45 0 85th Percentile / Critical Speed:70 MPH 68 MPH 69 MPH 44 0 0 44 0
43 0 0 43 0
42 0 0 42 0
41 0 0 41 0
40 0 0 40 0
39 0 0 39 0
38 0 0 38 0
37 0 0 37 0
36 0 0 36 0
35 0 0 35 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
3/7/23

21.B

City of Hemet
Domenigoni Parkway
B/ Sanderson Avenue - State Street
24 Hour Directional Volume Count

HEM030
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 39 120 8 121
12:15 25 144 10 133
12:30 26 124 10 119
12:45 22 151 112 539 6 123 34 496 146 1035
01:00 22 137 8 133
01:15 18 126 8 134
01:30 15 186 10 131
01:45 14 150 69 599 6 139 32 537 101 1136
02:00 14 149 11 123
02:15 12 176 11 134
02:30 15 173 13 196
02:45 12 242 53 740 16 182 51 635 104 1375
03:00 6 212 18 154
03:15 7 212 34 184
03:30 7 359 41 177
03:45 6 270 26 1053 53 158 146 673 172 1726
04:00 6 220 67 208
04:15 7 223 85 190
04:30 11 218 90 151
04:45 10 236 34 897 109 172 351 721 385 1618
05:00 14 209 109 191
05:15 29 256 132 160
05:30 32 249 133 135
05:45 41 237 116 951 127 135 501 621 617 1572
06:00 36 211 153 117
06:15 66 182 175 99
06:30 91 170 186 95
06:45 174 174 367 737 183 81 697 392 1064 1129
07:00 150 164 213 64
07:15 142 147 283 71
07:30 204 137 231 71
07:45 182 120 678 568 210 56 937 262 1615 830
08:00 196 114 262 40
08:15 214 135 329 31
08:30 199 98 200 45
08:45 130 97 739 444 188 43 979 159 1718 603
09:00 116 99 170 34
09:15 119 84 162 34
09:30 99 95 146 31
09:45 99 84 433 362 140 34 618 133 1051 495
10:00 126 63 130 35
10:15 109 74 119 22
10:30 116 59 106 29
10:45 135 53 486 249 132 21 487 107 973 356
11:00 110 39 101 23
11:15 105 54 139 16
11:30 128 44 138 12
11:45 115 32 458 169 116 10 494 61 952 230
Total 3571 7308 3571 7308 5327 4797 5327 4797 8898 12105 Combined
Total 10879 10879 10124 10124 21003
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 796 - - - 1032 - - - - -
P.H.F. 0.930 0.784
PM Peak - - 03:30 - - - 03:30 - - - -
Vol. - - 1072 - - - 733 - - - -
P.H.F. 0.747 0.881

Percentag
e 32.8% 67.2% 52.6% 47.4%
ADT/AADT ADT 21,003 AADT 21,003

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A34
Eaton Avenue between Cawston and Sanderson

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

34 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Eaton Ave
From: Cawston Ave To: Sanderson Ave

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 48 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 61%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,456
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.74
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 40 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Eaton 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 1 54 X 1 Time
53 0 0 53 0 From: 1:40
52 1 2 52 X X X 3
51 2 1 51 X X X 3 Time
50 0 0 50 0 To: 2:30
49 2 4 49 X X X X X X 6
48 4 2 48 X X X X X X 6 Existing
47 3 2 47 X X X X X 5 Speed Limit: 40 MPH
46 3 2 46 X X X X X 5
45 0 2 45 X X 2
44 4 3 44 X X X X X X X 7 *
43 3 3 43 X X X X X X 6 *
42 6 5 42 X X X X X X X X X X X 11 *
41 1 3 41 X X X X 4 P Eastbound Westbound Combined Statistics 40 5 2 40 X X X X X X X 7 A % Over Pace: 10% 32% 31%
39 3 3 39 X X X X X X 6 C
38 3 1 38 X X X X 4 E % In Pace: 64% 62% 61%
37 2 2 37 X X X X 4 *
36 2 3 36 X X X X X 5 * % Under Pace: 26% 6% 8%
35 1 6 35 X X X X X X X 7 *
34 0 1 34 X 1 Average Speed: 42 MPH 42 MPH 42 MPH
33 4 1 33 X X X X X 5
32 0 0 32 0 Pace Speed: 39 - 48MPH 35 - 44MPH 35 - 44MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 1 29 X 1 15th Percentile / Critical Speed:36 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:42 MPH 42 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:48 MPH 49 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

21.B

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

HEM031
Site Code: 232-23157

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

Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 16 0 12
12:15 0 6 0 12
12:30 0 14 0 9
12:45 0 10 1 46 0 5 0 38 1 84
01:00 0 8 0 12
01:15 1 11 0 15
01:30 0 21 0 8
01:45 0 9 1 49 1 17 1 52 2 101
02:00 1 10 1 20
02:15 3 10 0 48
02:30 0 71 3 67
02:45 2 119 6 210 1 71 5 206 11 416
03:00 1 128 1 50
03:15 0 19 3 16
03:30 2 14 1 22
03:45 1 17 4 178 0 15 5 103 9 281
04:00 0 30 4 24
04:15 0 22 4 21
04:30 1 19 6 17
04:45 3 22 4 93 7 13 21 75 25 168
05:00 3 18 5 7
05:15 2 14 5 10
05:30 2 9 6 7
05:45 1 10 8 51 9 6 25 30 33 81
06:00 4 10 17 3
06:15 16 9 27 8
06:30 52 10 38 2
06:45 30 8 102 37 37 5 119 18 221 55
07:00 25 15 42 3
07:15 65 3 92 3
07:30 85 6 71 3
07:45 56 2 231 26 75 3 280 12 511 38
08:00 29 7 32 3
08:15 15 7 18 1
08:30 9 5 14 3
08:45 7 6 60 25 9 6 73 13 133 38
09:00 4 2 7 3
09:15 2 2 11 5
09:30 6 4 7 0
09:45 8 3 20 11 10 2 35 10 55 21
10:00 5 3 8 1
10:15 7 2 8 1
10:30 9 4 6 2
10:45 7 3 28 12 5 1 27 5 55 17
11:00 11 1 6 2
11:15 7 2 11 0
11:30 14 1 11 1
11:45 17 3 49 7 13 0 41 3 90 10
Total 514 745 514 745 632 565 632 565 1146 1310
Combined
Total 1259 1259 1197 1197 2456
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 235 - - - 280 - - - - -
P.H.F. 0.691 0.761
PM Peak - - 02:30 - - - 02:15 - - - -
Vol. - - 337 - - - 236 - - - -
P.H.F. 0.658 0.831

Percentag
e 40.8% 59.2% 52.8% 47.2%
ADT/AADT ADT 2,456 AADT 2,456

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A35
Eaton Avenue between Sanderson and Kirby

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

35 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 47 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 68%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,472
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.74
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:

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 40 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Eaton 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 0 0 56 0
55 0 0 55 0
54 0 1 54 X 1 Time
53 0 1 53 X 1 From: 2:30
52 2 0 52 X X 2
51 2 1 51 X X X 3 Time
50 0 0 50 0 To: 2:55
49 0 3 49 X X X 3
48 2 2 48 X X X X 4 Existing
47 3 2 47 X X X X X 5 Speed Limit: 40 MPH
46 3 5 46 X X X X X X X X 8 *
45 1 4 45 X X X X X 5 *
44 4 4 44 X X X X X X X X 8 *
43 3 4 43 X X X X X X X 7 P
42 4 3 42 X X X X X X X 7 A
41 6 3 41 X X X X X X X X X 9 C Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 E % Over Pace: 18% 16% 19%
39 5 4 39 X X X X X X X X X 9 *
38 0 4 38 X X X X 4 * % In Pace: 70% 70% 68%
37 6 0 37 X X X X X X 6 *
36 2 3 36 X X X X X 5 % Under Pace: 12% 14% 13%
35 1 1 35 X X 2
34 2 2 34 X X X X 4 Average Speed: 42 MPH 43 MPH 42 MPH 33 0 0 33 0
32 0 0 32 0 Pace Speed: 37 - 46MPH 38 - 47MPH 37 - 46MPH 31 0 1 31 X 1
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed:37 MPH 38 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:41 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:47 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
3/7/23

21.B

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

HEM032
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 13
12:15 2 16 1 11
12:30 3 12 0 18
12:45 0 18 8 59 2 13 4 55 12 114
01:00 2 26 1 17
01:15 1 17 0 13
01:30 2 13 1 14
01:45 0 11 5 67 0 14 2 58 7 125
02:00 1 16 0 14
02:15 1 37 1 29
02:30 1 27 1 20
02:45 0 18 3 98 0 16 2 79 5 177
03:00 2 15 0 26
03:15 2 15 1 46
03:30 1 55 1 57
03:45 2 71 7 156 0 56 2 185 9 341
04:00 0 54 5 22
04:15 1 24 4 22
04:30 1 18 0 19
04:45 0 18 2 114 2 18 11 81 13 195
05:00 1 27 7 29
05:15 1 20 4 14
05:30 6 26 8 21
05:45 4 25 12 98 3 14 22 78 34 176
06:00 6 20 11 9
06:15 6 14 8 8
06:30 4 11 11 8
06:45 8 14 24 59 5 11 35 36 59 95
07:00 31 14 16 9
07:15 39 9 43 10
07:30 54 6 29 11
07:45 29 13 153 42 23 6 111 36 264 78
08:00 20 13 34 5
08:15 42 8 65 9
08:30 47 11 41 2
08:45 43 8 152 40 43 5 183 21 335 61
09:00 25 7 16 5
09:15 14 9 8 6
09:30 8 3 13 3
09:45 10 4 57 23 17 3 54 17 111 40
10:00 15 4 13 0
10:15 12 2 6 7
10:30 12 7 10 0
10:45 13 6 52 19 12 0 41 7 93 26
11:00 12 1 10 1
11:15 15 0 12 2
11:30 11 0 7 1
11:45 15 0 53 1 15 0 44 4 97 5
Total 528 776 528 776 511 657 511 657 1039 1433
Combined
Total 1304 1304 1168 1168 2472
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 157 - - - 183 - - - - -
P.H.F. 0.727 0.704
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 204 - - - 185 - - - -
P.H.F. 0.718 0.811

Percentag
e 40.5% 59.5% 43.8% 56.3%
ADT/AADT ADT 2,472 AADT 2,472

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A36
Eaton Avenue between Kirby and Lyon

21.B

CITY OF HEMET CITY

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

Street: Eaton Ave
From: Kirby St To: Lyon Ave
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 49 MPH
50 Percentile 41 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 59%
S
treet Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 1,296
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.82
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 appr opriate 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
☐ E
stablishment of new speed zone
A
PPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Eaton 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 1 0 57 X 1 Date:
56 1 0 56 X 1
55 1 0 55 X 1
54 2 0 54 X X 2 Time
53 1 0 53 X 1 From: 2:55
52 2 0 52 X X 2
51 0 0 51 0 Time
50 2 4 50 X X X X X X 6 To: 3:25
49 2 4 49 X X X X X X 6
48 0 1 48 X 1 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 2 2 46 X X X X 4 *
45 3 1 45 X X X X 4 *
44 1 3 44 X X X X 4 *
43 2 1 43 X X X 3 P
42 4 5 42 X X X X X X X X X 9 A
41 4 4 41 X X X X X X X X 8 C Eastbound Westbound Combined Statistics 40 3 5 40 X X X X X X X X 8 E % Over Pace: 24% 24% 23%
39 7 4 39 X X X X X X X X X X X 11 *
38 3 2 38 X X X X X 5 * % In Pace: 62% 62% 59%
37 2 1 37 X X X 3 *
36 1 2 36 X X X 3 % Under Pace: 14% 14% 18%
35 1 4 35 X X X X X 5
34 1 1 34 X X 2 Average Speed: 43 MPH 41 MPH 42 MPH
33 1 1 33 X X 2
32 1 2 32 X X X 3 Pace Speed: 38 - 47MPH 35 - 44MPH 37 - 46MPH 31 0 1 31 X 1
30 0 1 30 X 1
29 0 1 29 X 1 15th Percentile / Critical Speed:38 MPH 35 MPH 35 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:42 MPH 40 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:52 MPH 49 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
3/7/23

21.B

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

HEM033
Site Code: 232-23157

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

Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 11 0 12
12:15 0 11 1 9
12:30 1 8 0 9
12:45 0 12 2 42 0 7 1 37 3 79
01:00 1 11 1 9
01:15 0 15 0 4
01:30 1 9 0 6
01:45 0 16 2 51 0 6 1 25 3 76
02:00 0 10 0 7
02:15 0 20 0 11
02:30 1 17 0 6
02:45 0 9 1 56 1 7 1 31 2 87
03:00 1 16 0 11
03:15 0 12 3 14
03:30 0 19 0 29
03:45 1 40 2 87 0 20 3 74 5 161
04:00 0 30 1 11
04:15 0 20 0 11
04:30 0 8 0 7
04:45 0 12 0 70 2 6 3 35 3 105
05:00 1 22 0 18
05:15 1 17 1 7
05:30 2 18 1 4
05:45 3 14 7 71 2 11 4 40 11 111
06:00 4 14 2 8
06:15 6 9 1 6
06:30 3 7 3 3
06:45 6 7 19 37 2 3 8 20 27 57
07:00 22 4 4 8
07:15 24 6 18 6
07:30 21 3 12 7
07:45 19 3 86 16 6 5 40 26 126 42
08:00 15 10 16 3
08:15 16 4 19 3
08:30 25 2 11 0
08:45 27 5 83 21 19 0 65 6 148 27
09:00 11 7 8 4
09:15 10 5 4 2
09:30 4 2 6 2
09:45 10 0 35 14 8 1 26 9 61 23
10:00 9 1 8 0
10:15 9 1 3 1
10:30 12 1 4 1
10:45 11 1 41 4 6 0 21 2 62 6
11:00 11 1 6 1
11:15 10 1 7 1
11:30 9 0 5 2
11:45 10 0 40 2 7 0 25 4 65 6
Total 318 471 318 471 198 309 198 309 516 780
Combined
Total 789 789 507 507 1296
AM Peak - 07:00 - - - 08:00 - - - - -
Vol. - 86 - - - 65 - - - - -
P.H.F. 0.896 0.855
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 109 - - - 74 - - - -
P.H.F. 0.681 0.638

Percentag
e 40.3% 59.7% 39.1% 60.9%
ADT/AADT ADT 1,296 AADT 1,296

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A37
Eaton Avenue between Lyon and Palm

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

37 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Eaton Ave
From: Lyon Ave To: Palm Ave

Date of Speed Survey: 3/7/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 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: 0.50 Miles
Average Daily Traffic: 848
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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Eaton Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lyon Avenue - Palm Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 3:25
52 0 0 52 0
51 1 2 51 X X X 3 Time
50 1 0 50 X 1 To: 3:55
49 1 0 49 X 1
48 3 2 48 X X X X X 5 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 1 2 46 X X X 3
45 1 0 45 X 1
44 2 1 44 X X X 3
43 4 4 43 X X X X X X X X 8 *
42 2 7 42 X X X X X X X X X 9 *
41 7 3 41 X X X X X X X X X X 10 * Eastbound Westbound Combined Statistics 40 2 3 40 X X X X X 5 P % Over Pace: 16% 16% 18%
39 6 5 39 X X X X X X X X X X X 11 A
38 4 2 38 X X X X X X 6 C % In Pace: 72% 72% 72%
37 5 5 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: 12% 12% 10%
35 3 0 35 X X X 3 *
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 2 32 X X X 3 Pace Speed: 35 - 44MPH 34 - 43MPH 34 - 43MPH 31 0 0 31 0
30 1 0 30 X 1
29 2 2 29 X X X X 4 15th Percentile / Critical Speed:35 MPH 34 MPH 35 MPH 28 0 0 28 0
27 0 1 27 X 1 50th Percentile / Critical Speed:39 MPH 39 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:45 MPH 44 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

21.B

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

HEM034
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 0 6 0 3
12:15 2 8 0 4
12:30 1 5 0 3
12:45 1 6 4 25 1 2 1 12 5 37
01:00 2 8 1 4
01:15 0 8 0 3
01:30 1 6 0 3
01:45 0 8 3 30 0 4 1 14 4 44
02:00 0 5 0 3
02:15 0 10 0 6
02:30 1 12 0 4
02:45 0 6 1 33 0 6 0 19 1 52
03:00 1 11 2 8
03:15 0 10 0 9
03:30 0 16 1 12
03:45 1 28 2 65 0 7 3 36 5 101
04:00 0 22 1 8
04:15 0 15 0 5
04:30 1 10 1 5
04:45 0 10 1 57 3 7 5 25 6 82
05:00 1 11 1 13
05:15 1 13 1 4
05:30 2 7 1 1
05:45 3 8 7 39 1 7 4 25 11 64
06:00 1 12 2 4
06:15 6 5 2 6
06:30 3 4 1 3
06:45 8 5 18 26 1 3 6 16 24 42
07:00 11 5 4 8
07:15 14 6 10 1
07:30 15 3 6 6
07:45 14 3 54 17 5 2 25 17 79 34
08:00 11 8 14 1
08:15 13 0 8 2
08:30 15 2 7 0
08:45 14 1 53 11 10 0 39 3 92 14
09:00 4 2 4 3
09:15 6 7 5 2
09:30 4 2 9 2
09:45 12 0 26 11 4 2 22 9 48 20
10:00 7 1 2 0
10:15 3 2 5 0
10:30 7 1 4 1
10:45 5 1 22 5 7 1 18 2 40 7
11:00 3 1 5 0
11:15 4 0 1 1
11:30 8 0 2 1
11:45 5 1 20 2 4 0 12 2 32 4
Total 211 321 211 321 136 180 136 180 347 501
Combined
Total 532 532 316 316 848
AM Peak - 07:00 - - - 08:00 - - - - -
Vol. - 54 - - - 39 - - - - -
P.H.F. 0.900 0.696
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 81 - - - 36 - - - -
P.H.F. 0.723 0.750

Percentag
e 39.7% 60.3% 43.0% 57.0%
ADT/AADT ADT 848 AADT 848

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A38
Esplanade Avenue between Sanderson and Kirby

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

38 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 47 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 75%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 14,415
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.38
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
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:

☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☐ Establishment of new speed zone

APPROVED: DATE
: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Esplanade 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 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 3 0 53 X X X 3 From: 11:30
52 2 0 52 X X 2
51 0 1 51 X 1 Time
50 3 0 50 X X X 3 To: 11:50
49 1 1 49 X X 2
48 4 0 48 X X X X 4 Existing
47 1 0 47 X 1 Speed Limit: 45 MPH
46 4 0 46 X X X X 4
45 3 8 45 X X X X X X X X X X X 11 *
44 4 2 44 X X X X X X 6 *
43 7 6 43 X X X X X X X X X X X X X 13 *
42 4 3 42 X X X X X X X 7 P
41 3 7 41 X X X X X X X X X X 10 A Eastbound Westbound Combined Statistics 40 1 5 40 X X X X X X 6 C % Over Pace: 10% 4% 20%
39 2 4 39 X X X X X X 6 E
38 4 2 38 X X X X X X 6 * % In Pace: 68% 88% 75%
37 0 5 37 X X X X X 5 *
36 3 2 36 X X X X X 5 * % Under Pace: 22% 8% 5%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 44 MPH 41 MPH 42 MPH
33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 41 - 50MPH 36 - 45MPH 36 - 45MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:43 MPH 41 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 45 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
3/30/23

21.B

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

HEM032
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 13
12:15 2 16 1 11
12:30 3 12 0 18
12:45 0 18 8 59 2 13 4 55 12 114
01:00 2 26 1 17
01:15 1 17 0 13
01:30 2 13 1 14
01:45 0 11 5 67 0 14 2 58 7 125
02:00 1 16 0 14
02:15 1 37 1 29
02:30 1 27 1 20
02:45 0 18 3 98 0 16 2 79 5 177
03:00 2 15 0 26
03:15 2 15 1 46
03:30 1 55 1 57
03:45 2 71 7 156 0 56 2 185 9 341
04:00 0 54 5 22
04:15 1 24 4 22
04:30 1 18 0 19
04:45 0 18 2 114 2 18 11 81 13 195
05:00 1 27 7 29
05:15 1 20 4 14
05:30 6 26 8 21
05:45 4 25 12 98 3 14 22 78 34 176
06:00 6 20 11 9
06:15 6 14 8 8
06:30 4 11 11 8
06:45 8 14 24 59 5 11 35 36 59 95
07:00 31 14 16 9
07:15 39 9 43 10
07:30 54 6 29 11
07:45 29 13 153 42 23 6 111 36 264 78
08:00 20 13 34 5
08:15 42 8 65 9
08:30 47 11 41 2
08:45 43 8 152 40 43 5 183 21 335 61
09:00 25 7 16 5
09:15 14 9 8 6
09:30 8 3 13 3
09:45 10 4 57 23 17 3 54 17 111 40
10:00 15 4 13 0
10:15 12 2 6 7
10:30 12 7 10 0
10:45 13 6 52 19 12 0 41 7 93 26
11:00 12 1 10 1
11:15 15 0 12 2
11:30 11 0 7 1
11:45 15 0 53 1 15 0 44 4 97 5
Total 528 776 528 776 511 657 511 657 1039 1433
Combined
Total 1304 1304 1168 1168 2472
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 157 - - - 183 - - - - -
P.H.F. 0.727 0.704
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 204 - - - 185 - - - -
P.H.F. 0.718 0.811

Percentag
e 40.5% 59.5% 43.8% 56.3%
ADT/AADT ADT 2,472 AADT 2,472

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A39
Esplanade Avenue between Kirby and Lyon

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

39 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 47 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 77%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 13,035
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.70
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
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE
: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Esplanade 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 0 0 54 0 Time
53 0 0 53 0 From: 11:10
52 0 0 52 0
51 1 2 51 X X X 3 Time
50 1 2 50 X X X 3 To: 11:30
49 2 1 49 X X X 3
48 2 4 48 X X X X X X 6 Existing
47 3 2 47 X X X X X 5 * Speed Limit: 45 MPH
46 3 4 46 X X X X X X X 7 *
45 5 1 45 X X X X X X 6 *
44 2 3 44 X X X X X 5 P
43 7 9 43 X X X X X X X X X X X X X X X X 16 A
42 5 1 42 X X X X X X 6 C
41 4 5 41 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 40 7 1 40 X X X X X X X X 8 * % Over Pace: 12% 22% 15%
39 3 4 39 X X X X X X X 7 *
38 4 4 38 X X X X X X X X 8 * % In Pace: 86% 70% 77%
37 1 3 37 X X X X 4
36 0 1 36 X 1 % Under Pace: 2% 8% 8%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 43 MPH 43 MPH
33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 38 - 47MPH 37 - 46MPH 38 - 47MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:43 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:47 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
3/30/23

21.B

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

HEM036
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 11 115 8 126
12:15 9 98 6 86
12:30 13 119 7 83
12:45 10 109 43 441 9 93 30 388 73 829
01:00 8 116 11 95
01:15 7 107 10 102
01:30 6 114 8 86
01:45 7 115 28 452 7 94 36 377 64 829
02:00 11 125 6 106
02:15 3 113 6 107
02:30 6 102 3 114
02:45 6 106 26 446 5 110 20 437 46 883
03:00 8 108 16 69
03:15 12 116 20 102
03:30 6 118 17 108
03:45 7 120 33 462 20 87 73 366 106 828
04:00 13 108 26 117
04:15 13 110 28 88
04:30 18 131 38 99
04:45 22 113 66 462 34 93 126 397 192 859
05:00 24 114 44 122
05:15 25 123 40 96
05:30 41 112 53 108
05:45 44 119 134 468 46 78 183 404 317 872
06:00 30 124 76 104
06:15 34 103 65 97
06:30 60 128 74 87
06:45 81 111 205 466 77 94 292 382 497 848
07:00 99 99 105 78
07:15 106 88 94 88
07:30 138 93 89 55
07:45 125 73 468 353 112 105 400 326 868 679
08:00 136 89 106 58
08:15 98 53 119 85
08:30 105 70 104 61
08:45 104 62 443 274 88 54 417 258 860 532
09:00 85 56 78 37
09:15 93 43 73 58
09:30 86 62 81 36
09:45 84 43 348 204 89 45 321 176 669 380
10:00 74 42 96 31
10:15 75 31 74 32
10:30 82 37 75 18
10:45 87 37 318 147 89 10 334 91 652 238
11:00 92 24 80 21
11:15 102 21 80 21
11:30 105 25 93 11
11:45 112 22 411 92 88 17 341 70 752 162
Total 2523 4267 2523 4267 2573 3672 2573 3672 5096 7939 Combined
Total 6790 6790 6245 6245 13035
AM Peak - 07:15 - - - 07:45 - - - - -
Vol. - 505 - - - 441 - - - - -
P.H.F. 0.915 0.926
PM Peak - - 04:30 - - - 02:00 - - - -
Vol. - - 481 - - - 437 - - - -
P.H.F. 0.918 0.958

Percentag
e 37.2% 62.8% 41.2% 58.8%
ADT/AADT ADT 13,035 AADT 13,035

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A40
Esplanade Avenue between Lyon and Palm

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

40 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Esplanade Ave
From: Lyon Ave To: Palm Ave

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 39-48 MPH
Percent in Pace 70%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 14,920
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.73
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Esplanade 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 1 54 X 1 Time
53 1 1 53 X X 2 From: 10:50
52 1 3 52 X X X X 4
51 1 2 51 X X X 3 Time
50 1 2 50 X X X 3 To: 11:10
49 3 4 49 X X X X X X X 7
48 2 3 48 X X X X X 5 * Existing
47 4 2 47 X X X X X X 6 * Speed Limit: 40 MPH
46 3 2 46 X X X X X 5 *
45 1 4 45 X X X X X 5 P
44 5 2 44 X X X X X X X 7 A
43 2 4 43 X X X X X X 6 C
42 7 2 42 X X X X X X X X X 9 E
41 8 5 41 X X X X X X X X X X X X X 13 * Eastbound Westbound Combined Statistics 40 1 3 40 X X X X 4 * % Over Pace: 14% 26% 20%
39 5 5 39 X X X X X X X X X X 10 *
38 2 2 38 X X X X 4 % In Pace: 76% 64% 70%
37 1 2 37 X X X 3
36 1 1 36 X X 2 % Under Pace: 10% 10% 10%
35 0 0 35 0
34 1 0 34 X 1 Average Speed: 43 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 39 - 48MPH 39 - 48MPH 39 - 48MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:39 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:42 MPH 44 MPH 43 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

21.B

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

HEM037
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 13 112 14 152
12:15 14 100 9 113
12:30 17 127 10 100
12:45 10 123 54 462 8 110 41 475 95 937
01:00 8 114 9 125
01:15 6 110 11 121
01:30 8 114 11 116
01:45 7 108 29 446 8 111 39 473 68 919
02:00 9 139 8 142
02:15 3 118 7 129
02:30 6 122 11 131
02:45 7 114 25 493 6 160 32 562 57 1055
03:00 9 122 10 152
03:15 11 129 15 139
03:30 6 117 21 145
03:45 5 137 31 505 22 146 68 582 99 1087
04:00 11 122 21 159
04:15 9 128 30 125
04:30 21 145 39 152
04:45 26 136 67 531 28 140 118 576 185 1107
05:00 21 135 35 176
05:15 25 133 42 136
05:30 44 127 54 138
05:45 55 130 145 525 55 115 186 565 331 1090
06:00 27 137 60 151
06:15 45 113 69 115
06:30 64 118 81 116
06:45 84 114 220 482 99 126 309 508 529 990
07:00 108 103 104 101
07:15 115 91 109 107
07:30 140 93 126 79
07:45 154 75 517 362 138 117 477 404 994 766
08:00 147 93 144 71
08:15 111 51 109 108
08:30 116 61 110 63
08:45 107 68 481 273 95 70 458 312 939 585
09:00 86 41 85 46
09:15 101 49 82 61
09:30 97 53 87 52
09:45 94 43 378 186 92 55 346 214 724 400
10:00 81 38 99 37
10:15 76 27 86 36
10:30 77 39 95 20
10:45 94 33 328 137 75 12 355 105 683 242
11:00 114 23 101 24
11:15 105 17 100 25
11:30 108 18 119 17
11:45 125 18 452 76 111 13 431 79 883 155
Total 2727 4478 2727 4478 2860 4855 2860 4855 5587 9333 Combined
Total 7205 7205 7715 7715 14920
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 556 - - - 517 - - - - -
P.H.F. 0.903 0.898
PM Peak - - 04:30 - - - 04:30 - - - -
Vol. - - 549 - - - 604 - - - -
P.H.F. 0.947 0.858

Percentag
e 37.8% 62.2% 37.1% 62.9%
ADT/AADT ADT 14,920 AADT 14,920

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A41
Esplanade Avenue between Palm and State

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

41 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 6/13/2023
Critical Speed (85th) 49 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 40-49 MPH
Percent in Pace 71%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 15,082
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.12
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: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Esplanade 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 1 0 57 X 1 Date:
56 1 0 56 X 1
55 0 0 55 0
54 1 2 54 X X X 3 Time
53 0 0 53 0 From: 2:30
52 0 1 52 X 1
51 2 0 51 X X 2 Time
50 4 1 50 X X X X X 5 To: 2:50
49 1 3 49 X X X X 4 *
48 3 4 48 X X X X X X X 7 * Existing
47 2 2 47 X X X X 4 * Speed Limit: 40 MPH
46 2 1 46 X X X 3 P
45 1 8 45 X X X X X X X X X 9 A
44 7 4 44 X X X X X X X X X X X 11 C
43 2 7 43 X X X X X X X X X 9 E
42 3 6 42 X X X X X X X X X 9 *
41 5 2 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 * % Over Pace: 30% 8% 13%
39 2 2 39 X X X X 4
38 3 2 38 X X X X X 5 % In Pace: 66% 82% 71%
37 4 1 37 X X X X X 5
36 1 0 36 X 1 % Under Pace: 4% 10% 16%
35 0 0 35 0
34 0 0 34 0 Average Speed: 44 MPH 44 MPH 44 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 37 - 46MPH 40 - 49MPH 40 - 49MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 40 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:43 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/13/23

21.B

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

HEM037B
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 118 14 114
12:15 11 121 12 162
12:30 6 108 19 120
12:45 8 101 43 448 14 133 59 529 102 977
01:00 4 157 15 162
01:15 7 123 12 128
01:30 14 123 5 129
01:45 3 124 28 527 7 104 39 523 67 1050
02:00 7 111 8 123
02:15 7 134 7 132
02:30 2 138 13 140
02:45 8 146 24 529 6 155 34 550 58 1079
03:00 8 129 12 143
03:15 9 127 11 146
03:30 5 149 14 131
03:45 18 162 40 567 14 142 51 562 91 1129
04:00 12 132 32 135
04:15 15 126 26 165
04:30 17 130 28 169
04:45 34 148 78 536 26 156 112 625 190 1161
05:00 19 139 30 159
05:15 33 108 42 145
05:30 58 137 53 153
05:45 67 123 177 507 68 135 193 592 370 1099
06:00 32 109 45 135
06:15 36 98 53 132
06:30 49 110 62 109
06:45 79 82 196 399 78 116 238 492 434 891
07:00 72 128 66 112
07:15 70 105 75 124
07:30 106 104 80 98
07:45 133 101 381 438 94 93 315 427 696 865
08:00 99 97 97 125
08:15 76 86 101 90
08:30 98 55 103 63
08:45 134 50 407 288 126 70 427 348 834 636
09:00 97 40 107 90
09:15 60 56 110 66
09:30 54 45 99 46
09:45 56 43 267 184 98 56 414 258 681 442
10:00 93 37 91 50
10:15 86 30 105 54
10:30 108 41 120 34
10:45 90 30 377 138 108 34 424 172 801 310
11:00 121 16 138 38
11:15 104 22 111 29
11:30 98 22 132 14
11:45 97 20 420 80 140 17 521 98 941 178
Total 2438 4641 2438 4641 2827 5176 2827 5176 5265 9817 Combined
Total 7079 7079 8003 8003 15082
AM Peak - 10:30 - - - 11:00 - - - - -
Vol. - 423 - - - 521 - - - - -
P.H.F. 0.789 0.930
PM Peak - - 03:15 - - - 04:15 - - - -
Vol. - - 570 - - - 649 - - - -
P.H.F. 0.880 0.960

Percentag
e 34.4% 65.6% 35.3% 64.7%
ADT/AADT ADT 15,082 AADT 15,082

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A42
Fruitvale Avenue between Cawston and Sanderson

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

42 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Fruitvale Ave
From: Cawston Ave To: Sanderson Ave

Date of Speed Survey: 3/23/2023
Critical Speed (85th) 43 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 75%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,694
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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fruitvale 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: 2:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 2 50 X X 2 To: 2:45
49 0 1 49 X 1
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 3 1 45 X X X X 4
44 1 1 44 X X 2
43 1 3 43 X X X X 4
42 3 2 42 X X X X X 5 *
41 3 4 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 5 1 40 X X X X X X 6 * % Over Pace: 12% 14% 16%
39 4 3 39 X X X X X X X 7 P
38 7 5 38 X X X X X X X X X X X X 12 A % In Pace: 76% 74% 75% 37 4 4 37 X X X X X X X X 8 C
36 3 7 36 X X X X X X X X X X 10 E % Under Pace: 12% 12% 9% 35 2 6 35 X X X X X X X X 8 *
34 3 2 34 X X X X X 5 * Average Speed: 38 MPH 39 MPH 38 MPH 33 4 3 33 X X X X X X X 7 *
32 3 1 32 X X X X 4 Pace Speed: 33 - 42MPH 34 - 43MPH 33 - 42MPH 31 0 1 31 X 1
30 1 1 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed:33 MPH 34 MPH 33 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile / Critical Speed:38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:42 MPH 43 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

21.B

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

HEM038
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 10 1 12
12:15 1 11 2 17
12:30 2 8 1 13
12:45 1 18 7 47 0 11 4 53 11 100
01:00 1 16 1 19
01:15 3 16 0 25
01:30 0 23 1 24
01:45 1 17 5 72 1 24 3 92 8 164
02:00 1 17 0 14
02:15 1 58 0 26
02:30 2 35 0 13
02:45 1 15 5 125 1 20 1 73 6 198
03:00 1 12 4 23
03:15 1 16 0 28
03:30 4 34 0 54
03:45 4 70 10 132 1 65 5 170 15 302
04:00 2 100 2 46
04:15 5 18 9 22
04:30 1 21 5 18
04:45 2 15 10 154 8 20 24 106 34 260
05:00 4 22 4 21
05:15 8 20 7 18
05:30 1 17 9 12
05:45 5 30 18 89 1 26 21 77 39 166
06:00 6 19 7 20
06:15 7 22 13 16
06:30 4 17 7 17
06:45 8 13 25 71 14 11 41 64 66 135
07:00 33 17 21 14
07:15 48 7 37 21
07:30 38 16 29 9
07:45 28 5 147 45 14 8 101 52 248 97
08:00 21 6 32 12
08:15 35 6 31 15
08:30 40 11 38 13
08:45 90 6 186 29 43 10 144 50 330 79
09:00 38 7 26 7
09:15 10 5 9 6
09:30 12 4 19 6
09:45 11 6 71 22 8 7 62 26 133 48
10:00 13 1 15 6
10:15 12 2 9 2
10:30 17 3 10 2
10:45 17 2 59 8 11 4 45 14 104 22
11:00 12 3 16 2
11:15 9 4 8 2
11:30 18 2 10 6
11:45 18 3 57 12 13 3 47 13 104 25
Total 600 806 600 806 498 790 498 790 1098 1596
Combined
Total 1406 1406 1288 1288 2694
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 203 - - - 144 - - - - -
P.H.F. 0.564 0.837
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 222 - - - 193 - - - -
P.H.F. 0.555 0.742

Percentag
e 42.7% 57.3% 38.7% 61.3%
ADT/AADT ADT 2,694 AADT 2,694

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A43
Fruitvale Avenue between Sanderson and Kirby

21.B

CITY OF HEMET CITY

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

Radar
Enforceable?
NO
Street: Fruitvale Ave
From: Sanderson Ave To: Kirby St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 40 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 61%
S
treet Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,384
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.25
California Statewide Accidents Rate (MVM): 1.29
Justification: None.

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 existing posted speed, it is appropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.

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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fruitvale Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Sanderson Avenue - Kirby 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 1 48 X 1
47 0 3 47 X X X 3 Date:
46 0 1 46 X 1
45 0 1 45 X 1
44 1 0 44 X 1 Time
43 0 4 43 X X X X 4 From: 11:50
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 2 2 40 X X X X 4 To: 12:25
39 1 4 39 X X X X X 5 *
38 3 2 38 X X X X X 5 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 25 MPH
36 2 2 36 X X X X 4 P
35 4 3 35 X X X X X X X 7 A
34 8 2 34 X X X X X X X X X X 10 C
33 4 3 33 X X X X X X X 7 E
32 5 3 32 X X X X X X X X 8 *
31 0 2 31 X X 2 * Eastbound Westbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 26% 27% 18%
29 3 1 29 X X X X 4
28 2 1 28 X X X 3 % In Pace: 70% 59% 61%
27 4 3 27 X X X X X X X 7
26 3 0 26 X X X 3 % Under Pace: 4% 14% 21%
25 1 0 25 X 1
24 0 2 24 X X 2 Average Speed: 33 MPH 36 MPH 34 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35MPH 30 - 39MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:27 MPH 30 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 36 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:38 MPH 43 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
3/30/23

21.B

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

HEM039
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 5 18 2 20
12:15 1 17 1 16
12:30 0 15 3 19
12:45 4 28 10 78 3 22 9 77 19 155
01:00 1 30 0 18
01:15 1 37 1 20
01:30 2 29 0 26
01:45 1 33 5 129 1 13 2 77 7 206
02:00 1 39 2 14
02:15 1 35 0 45
02:30 3 29 2 47
02:45 4 30 9 133 3 26 7 132 16 265
03:00 4 27 7 22
03:15 3 33 1 29
03:30 2 41 6 60
03:45 3 69 12 170 2 46 16 157 28 327
04:00 1 86 7 36
04:15 2 37 11 25
04:30 0 35 7 27
04:45 1 27 4 185 14 13 39 101 43 286
05:00 2 27 12 34
05:15 3 36 8 24
05:30 5 37 8 24
05:45 10 43 20 143 6 22 34 104 54 247
06:00 3 30 15 21
06:15 9 35 17 19
06:30 13 29 13 15
06:45 17 25 42 119 18 20 63 75 105 194
07:00 42 22 58 13
07:15 58 22 73 13
07:30 29 14 50 13
07:45 28 12 157 70 24 9 205 48 362 118
08:00 28 13 32 12
08:15 30 15 33 20
08:30 35 11 26 5
08:45 50 16 143 55 36 11 127 48 270 103
09:00 34 13 27 9
09:15 15 5 12 5
09:30 12 15 20 9
09:45 21 11 82 44 16 6 75 29 157 73
10:00 20 7 14 9
10:15 18 6 11 5
10:30 20 7 21 2
10:45 14 5 72 25 13 5 59 21 131 46
11:00 22 7 14 2
11:15 20 7 12 5
11:30 19 3 20 3
11:45 17 3 78 20 15 3 61 13 139 33
Total 634 1171 634 1171 697 882 697 882 1331 2053
Combined
Total 1805 1805 1579 1579 3384
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 157 - - - 205 - - - - -
P.H.F. 0.677 0.702
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 233 - - - 171 - - - -
P.H.F. 0.677 0.713

Percentag
e 35.1% 64.9% 44.1% 55.9%
ADT/AADT ADT 3,384 AADT 3,384

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A44
Fruitvale Avenue between Kirby and Lyon

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

44 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/30/2023
Critical Speed (85th) 42 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 62%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,977
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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: 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Fruitvale 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 0 0 54 0 Time
53 0 0 53 0 From: 2:20
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 1 50 X 1 To: 3:00
49 0 2 49 X X 2
48 0 0 48 0 Existing
47 1 1 47 X X 2 Speed Limit: 35 MPH
46 0 0 46 0
45 2 2 45 X X X X 4
44 1 1 44 X X 2
43 1 2 43 X X X 3
42 1 4 42 X X X X X 5 *
41 4 3 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 0 4 40 X X X X 4 * % Over Pace: 20% 16% 15%
39 4 3 39 X X X X X X X 7 P
38 0 1 38 X 1 A % In Pace: 64% 66% 62%
37 4 3 37 X X X X X X X 7 C
36 6 3 36 X X X X X X X X X 9 E % Under Pace: 16% 18% 23% 35 3 4 35 X X X X X X X 7 *
34 2 6 34 X X X X X X X X 8 * Average Speed: 35 MPH 38 MPH 37 MPH 33 5 2 33 X X X X X X X 7 *
32 1 1 32 X X 2 Pace Speed: 30 - 39MPH 34 - 43MPH 33 - 42MPH 31 1 3 31 X X X X 4
30 6 0 30 X X X X X X 6
29 3 1 29 X X X X 4 15th Percentile / Critical Speed:29 MPH 33 MPH 30 MPH 28 1 1 28 X X 2
27 3 0 27 X X X 3 50th Percentile / Critical Speed:35 MPH 37 MPH 36 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed:41 MPH 44 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 1 0 22 X 1
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

21.B

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

HEM040
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 2 21 1 17
12:15 1 17 3 13
12:30 1 17 0 14
12:45 1 26 5 81 4 18 8 62 13 143
01:00 0 13 1 40
01:15 1 15 1 27
01:30 1 27 0 32
01:45 0 15 2 70 0 19 2 118 4 188
02:00 1 12 1 36
02:15 3 35 2 46
02:30 0 38 1 30
02:45 1 22 5 107 0 27 4 139 9 246
03:00 1 18 2 32
03:15 2 29 3 36
03:30 2 35 5 51
03:45 0 58 5 140 2 45 12 164 17 304
04:00 2 56 7 30
04:15 1 32 9 36
04:30 0 25 5 28
04:45 4 21 7 134 12 23 33 117 40 251
05:00 3 26 9 28
05:15 1 23 8 35
05:30 2 35 7 28
05:45 8 36 14 120 7 29 31 120 45 240
06:00 1 16 14 14
06:15 9 21 17 15
06:30 12 17 11 13
06:45 11 18 33 72 27 14 69 56 102 128
07:00 17 18 46 17
07:15 24 12 50 16
07:30 32 10 26 9
07:45 30 8 103 48 17 10 139 52 242 100
08:00 21 13 31 9
08:15 32 13 43 12
08:30 28 11 33 5
08:45 40 17 121 54 22 13 129 39 250 93
09:00 33 13 24 14
09:15 14 4 16 6
09:30 13 9 22 7
09:45 19 11 79 37 16 5 78 32 157 69
10:00 21 8 18 7
10:15 14 6 21 2
10:30 19 7 17 5
10:45 13 4 67 25 11 3 67 17 134 42
11:00 18 9 9 7
11:15 15 4 14 5
11:30 14 3 17 3
11:45 17 2 64 18 19 4 59 19 123 37
Total 505 906 505 906 631 935 631 935 1136 1841
Combined
Total 1411 1411 1566 1566 2977
AM Peak - 08:15 - - - 06:45 - - - - -
Vol. - 133 - - - 149 - - - - -
P.H.F. 0.831 0.745
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 181 - - - 164 - - - -
P.H.F. 0.780 0.804

Percentag
e 35.8% 64.2% 40.3% 59.7%
ADT/AADT ADT 2,977 AADT 2,977

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A45
Garland Way between Kirby and Johnston

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

45 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Garland Way
From: Kirby St To: Johnston Ave

Date of Speed Survey: 3/29/2023
Critical Speed (85th) 36 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 69%

Street Classification: Local
Length of Street Segment: 0.76 Miles
Average Daily Traffic: 1,336
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.90
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: 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Garland Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Kirby Street - Johnston Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 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: 1:20
42 0 0 42 0
41 3 0 41 X X X 3 Time
40 0 2 40 X X 2 To: 3:15
39 1 0 39 X 1
38 0 1 38 X 1 Existing
37 1 2 37 X X X 3 Speed Limit: 30 MPH
36 1 5 36 X X X X X X 6
35 4 1 35 X X X X X 5 *
34 1 4 34 X X X X X 5 *
33 2 5 33 X X X X X X X 7 *
32 4 3 32 X X X X X X X 7 P
31 1 5 31 X X X X X X 6 A Eastbound Westbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 C % Over Pace: 12% 6% 16% 29 4 5 29 X X X X X X X X X 9 E
28 3 3 28 X X X X X X 6 * % In Pace: 66% 76% 69%
27 4 2 27 X X X X X X 6 *
26 5 3 26 X X X X X X X X 8 * % Under Pace: 22% 18% 15% 25 3 1 25 X X X X 4
24 1 0 24 X 1 Average Speed: 30 MPH 31 MPH 30 MPH
23 3 2 23 X X X X X 5
22 2 0 22 X X 2 Pace Speed: 26 - 35MPH 28 - 37MPH 26 - 35MPH 21 2 0 21 X X 2
20 0 0 20 0
19 0 1 19 X 1 15th Percentile / Critical Speed:24 MPH 27 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 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
3/29/23

21.B

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

HEM041
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 0 5 0 7
12:15 0 18 2 13
12:30 1 9 0 17
12:45 1 4 2 36 3 6 5 43 7 79
01:00 1 12 0 14
01:15 1 9 0 10
01:30 1 7 2 11
01:45 0 10 3 38 1 6 3 41 6 79
02:00 0 14 1 6
02:15 1 9 0 27
02:30 0 14 2 8
02:45 1 15 2 52 0 6 3 47 5 99
03:00 2 17 1 12
03:15 0 13 3 6
03:30 1 23 3 9
03:45 1 15 4 68 0 8 7 35 11 103
04:00 1 27 0 15
04:15 0 10 4 6
04:30 3 13 6 11
04:45 1 10 5 60 10 8 20 40 25 100
05:00 1 18 3 13
05:15 1 9 4 16
05:30 3 13 5 6
05:45 1 19 6 59 6 16 18 51 24 110
06:00 1 12 5 12
06:15 4 13 8 14
06:30 3 13 9 10
06:45 2 15 10 53 3 8 25 44 35 97
07:00 6 6 7 14
07:15 14 9 10 9
07:30 7 7 10 7
07:45 10 9 37 31 14 7 41 37 78 68
08:00 7 6 11 7
08:15 7 10 9 9
08:30 6 8 17 6
08:45 5 7 25 31 12 4 49 26 74 57
09:00 7 7 8 14
09:15 4 8 15 4
09:30 7 6 15 3
09:45 5 3 23 24 6 1 44 22 67 46
10:00 10 2 9 5
10:15 5 4 7 3
10:30 8 4 9 3
10:45 1 2 24 12 8 2 33 13 57 25
11:00 13 4 9 1
11:15 6 1 9 0
11:30 6 1 9 1
11:45 13 3 38 9 7 1 34 3 72 12
Total 179 473 179 473 282 402 282 402 461 875
Combined
Total 652 652 684 684 1336
AM Peak - 07:15 - - - 08:30 - - - - -
Vol. - 38 - - - 52 - - - - -
P.H.F. 0.679 0.765
PM Peak - - 03:15 - - - 02:15 - - - -
Vol. - - 78 - - - 53 - - - -
P.H.F. 0.722 0.491

Percentag
e 27.5% 72.5% 41.2% 58.8%
ADT/AADT ADT 1,336 AADT 1,336

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A46
Gilbert Street between Oakland and Florida

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

46 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Gilbert St
From: Oakland Ave To: Florida Ave

Date of Speed Survey: 3/29/2023
Critical Speed (85th) 39 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 27-36 MPH
Percent in Pace 55%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 1,627
Total Accidents: 2
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 up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Gilbert Street
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: Sunny
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 0 43 0 From: 3:15
42 1 1 42 X X 2
41 1 3 41 X X X X 4 Time
40 0 2 40 X X 2 To: 4:00
39 3 4 39 X X X X X X X 7
38 1 1 38 X X 2 Existing
37 2 1 37 X X X 3 Speed Limit: N/P MPH
36 2 5 36 X X X X X X X 7 *
35 1 2 35 X X X 3 *
34 4 2 34 X X X X X X 6 *
33 2 2 33 X X X X 4 P
32 5 1 32 X X X X X X 6 A
31 2 3 31 X X X X X 5 C Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 E % Over Pace: 22% 26% 21%
29 5 3 29 X X X X X X X X 8 *
28 3 1 28 X X X X 4 * % In Pace: 66% 50% 55%
27 5 4 27 X X X X X X X X X 9 *
26 3 3 26 X X X X X X 6 % Under Pace: 12% 24% 24%
25 3 1 25 X X X X 4
24 2 3 24 X X X X X 5 Average Speed: 30 MPH 32 MPH 31 MPH 23 0 0 23 0
22 2 2 22 X X X X 4 Pace Speed: 25 - 34MPH 27 - 36MPH 27 - 36MPH 21 0 2 21 X X 2
20 1 1 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed:25 MPH 24 MPH 25 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed:29 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 39 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/29/23

21.B

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

HEM042
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 16 1 12
12:15 3 10 2 10
12:30 2 11 2 12
12:45 0 19 6 56 0 3 5 37 11 93
01:00 0 19 0 13
01:15 1 25 0 13
01:30 1 19 1 14
01:45 0 19 2 82 0 10 1 50 3 132
02:00 1 21 1 12
02:15 0 19 0 24
02:30 2 21 0 24
02:45 0 25 3 86 0 13 1 73 4 159
03:00 2 17 0 13
03:15 1 20 2 14
03:30 1 12 0 17
03:45 3 17 7 66 0 13 2 57 9 123
04:00 2 21 0 14
04:15 0 13 3 12
04:30 1 22 2 12
04:45 3 11 6 67 1 13 6 51 12 118
05:00 2 18 3 16
05:15 4 12 2 15
05:30 6 18 4 9
05:45 3 14 15 62 2 11 11 51 26 113
06:00 4 18 2 8
06:15 5 12 2 7
06:30 0 5 3 13
06:45 3 8 12 43 10 11 17 39 29 82
07:00 9 11 8 4
07:15 14 12 10 6
07:30 12 10 20 4
07:45 14 9 49 42 11 5 49 19 98 61
08:00 12 9 11 7
08:15 15 12 16 9
08:30 19 6 21 3
08:45 8 9 54 36 18 8 66 27 120 63
09:00 18 4 15 5
09:15 13 3 4 6
09:30 4 2 8 0
09:45 11 0 46 9 15 4 42 15 88 24
10:00 22 5 10 3
10:15 10 4 10 5
10:30 20 1 18 2
10:45 14 1 66 11 9 2 47 12 113 23
11:00 15 2 10 1
11:15 8 2 8 1
11:30 18 1 13 0
11:45 27 1 68 6 14 2 45 4 113 10
Total 334 566 334 566 292 435 292 435 626 1001
Combined
Total 900 900 727 727 1627
AM Peak - 11:00 - - - 08:15 - - - - -
Vol. - 68 - - - 70 - - - - -
P.H.F. 0.630 0.833
PM Peak - - 02:00 - - - 02:15 - - - -
Vol. - - 86 - - - 74 - - - -
P.H.F. 0.860 0.771

Percentag
e 37.1% 62.9% 40.2% 59.8%
ADT/AADT ADT 1,627 AADT 1,627

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A47
Gilbert Street between Johnston and Stetson

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

47 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 38 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 74%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,455
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.64
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

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Gilbert Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Johnston Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 1 44 X X 2 Time
43 0 0 43 0 From: 9:00
42 0 1 42 X 1
41 1 1 41 X X 2 Time
40 0 1 40 X 1 To: 9:45
39 3 3 39 X X X X X X 6
38 2 1 38 X X X 3 Existing
37 3 2 37 X X X X X 5 * Speed Limit: 30 MPH
36 4 6 36 X X X X X X X X X X 10 *
35 4 4 35 X X X X X X X X 8 *
34 2 2 34 X X X X 4 P
33 4 4 33 X X X X X X X X 8 A
32 4 6 32 X X X X X X X X X X 10 C
31 2 5 31 X X X X X X X 7 E Northbound Southbound Combined Statistics 30 5 3 30 X X X X X X X X 8 * % Over Pace: 14% 14% 15%
29 4 4 29 X X X X X X X X 8 *
28 5 0 28 X X X X X 5 * % In Pace: 76% 74% 74%
27 2 2 27 X X X X 4
26 1 2 26 X X X 3 % Under Pace: 10% 12% 11%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 28 - 37MPH 29 - 38MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 49 50 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

21.B

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

HEM043
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 8 39 4 47
12:15 2 37 4 40
12:30 4 39 5 28
12:45 4 32 18 147 3 19 16 134 34 281
01:00 2 38 5 21
01:15 5 34 3 32
01:30 3 45 4 38
01:45 3 30 13 147 4 40 16 131 29 278
02:00 2 37 6 27
02:15 2 38 1 62
02:30 1 59 0 69
02:45 1 49 6 183 3 52 10 210 16 393
03:00 1 42 1 43
03:15 3 39 6 46
03:30 1 36 2 53
03:45 6 56 11 173 8 58 17 200 28 373
04:00 3 63 7 58
04:15 2 44 4 42
04:30 4 40 6 53
04:45 6 43 15 190 5 50 22 203 37 393
05:00 5 59 12 49
05:15 3 48 16 50
05:30 6 43 14 45
05:45 8 39 22 189 9 39 51 183 73 372
06:00 6 37 6 48
06:15 11 25 13 22
06:30 8 33 14 32
06:45 20 36 45 131 22 25 55 127 100 258
07:00 18 28 22 26
07:15 30 22 41 19
07:30 41 29 46 22
07:45 26 24 115 103 16 24 125 91 240 194
08:00 32 18 49 14
08:15 35 21 35 16
08:30 42 11 46 25
08:45 50 13 159 63 57 12 187 67 346 130
09:00 42 14 38 16
09:15 25 14 28 14
09:30 17 11 19 14
09:45 21 9 105 48 20 10 105 54 210 102
10:00 24 11 29 11
10:15 27 10 25 8
10:30 23 7 29 10
10:45 30 10 104 38 21 4 104 33 208 71
11:00 34 13 21 9
11:15 29 10 22 5
11:30 30 8 29 5
11:45 34 7 127 38 27 6 99 25 226 63
Total 740 1450 740 1450 807 1458 807 1458 1547 2908
Combined
Total 2190 2190 2265 2265 4455
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 169 - - - 187 - - - - -
P.H.F. 0.845 0.820
PM Peak - - 03:45 - - - 02:15 - - - -
Vol. - - 203 - - - 226 - - - -
P.H.F. 0.806 0.819

Percentag
e 33.8% 66.2% 35.6% 64.4%
ADT/AADT ADT 4,455 AADT 4,455

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A48
Girard Street between Menlo and Oakland

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

48 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Girard St
From: Menlo Ave To: Oakland Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 30-39 MPH
Percent in Pace 74%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,377
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.54
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA- MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is a ppropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Girard Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Menlo Avenue - Oakland Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 1 1 44 X X 2 Time
43 1 2 43 X X X 3 From: 1:55
42 2 1 42 X X X 3
41 1 0 41 X 1 Time
40 2 2 40 X X X X 4 To: 2:30
39 1 6 39 X X X X X X X 7 *
38 4 0 38 X X X X 4 * Existing
37 5 4 37 X X X X X X X X X 9 * Speed Limit: 35 MPH
36 2 1 36 X X X 3 P
35 5 4 35 X X X X X X X X X 9 A
34 2 4 34 X X X X X X 6 C
33 2 4 33 X X X X X X 6 E
32 7 8 32 X X X X X X X X X X X X X X X 15 *
31 6 4 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 16% 14% 14%
29 5 1 29 X X X X X X 6
28 2 0 28 X X 2 % In Pace: 80% 76% 74%
27 0 2 27 X X 2
26 0 2 26 X X 2 % Under Pace: 4% 10% 12%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 35 MPH 34 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:30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 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

21.B

City of Hemet
Girard Street
B/ Menlo Avenue - Oakland Avenue
24 Hour Directional Volume Count

HEM044
Site Code: 232-23157

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

Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 20 3 15
12:15 5 32 0 17
12:30 3 22 2 17
12:45 0 17 10 91 3 18 8 67 18 158
01:00 1 14 1 13
01:15 0 19 1 19
01:30 3 27 0 14
01:45 1 21 5 81 2 7 4 53 9 134
02:00 1 21 1 12
02:15 4 21 1 31
02:30 1 30 3 19
02:45 1 30 7 102 0 24 5 86 12 188
03:00 1 25 1 18
03:15 0 27 0 29
03:30 0 26 0 25
03:45 1 30 2 108 1 23 2 95 4 203
04:00 2 31 3 19
04:15 1 22 1 24
04:30 3 24 3 18
04:45 2 40 8 117 0 20 7 81 15 198
05:00 4 41 3 18
05:15 1 30 2 21
05:30 8 27 3 18
05:45 5 14 18 112 4 19 12 76 30 188
06:00 6 19 6 24
06:15 7 25 5 13
06:30 11 18 4 16
06:45 10 14 34 76 11 14 26 67 60 143
07:00 12 25 14 12
07:15 18 14 21 7
07:30 16 17 22 17
07:45 19 19 65 75 37 8 94 44 159 119
08:00 19 10 19 11
08:15 11 12 18 9
08:30 15 12 28 4
08:45 20 8 65 42 18 10 83 34 148 76
09:00 24 5 20 5
09:15 14 4 16 3
09:30 9 5 14 9
09:45 14 9 61 23 13 5 63 22 124 45
10:00 12 4 12 7
10:15 10 7 13 9
10:30 19 4 11 4
10:45 23 1 64 16 24 2 60 22 124 38
11:00 14 4 21 0
11:15 16 5 21 2
11:30 22 4 22 2
11:45 26 1 78 14 21 3 85 7 163 21
Total 417 857 417 857 449 654 449 654 866 1511
Combined
Total 1274 1274 1103 1103 2377
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 78 - - - 102 - - - - -
P.H.F. 0.750 0.689
PM Peak - - 04:45 - - - 02:45 - - - -
Vol. - - 138 - - - 96 - - - -
P.H.F. 0.841 0.828

Percentag
e 32.7% 67.3% 40.7% 59.3%
ADT/AADT ADT 2,377 AADT 2,377

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A49
Girard Street between Oakland and Devonshire

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

49 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Girard St
From: Oakland Ave To: Devonshire Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 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: 0.25 Miles
Average Daily Traffic: 2,525
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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 r oadway 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

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Girard Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Oakland Avenue - Devonshire Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 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: 2:30
42 1 1 42 X X 2
41 1 4 41 X X X X X 5 Time
40 4 1 40 X X X X X 5 To: 2:50
39 2 2 39 X X X X 4
38 4 0 38 X X X X 4 Existing
37 3 2 37 X X X X X 5 * Speed Limit: 30 MPH
36 2 1 36 X X X 3 *
35 5 2 35 X X X X X X X 7 *
34 2 5 34 X X X X X X X 7 P
33 7 5 33 X X X X X X X X X X X X 12 A
32 6 2 32 X X X X X X X X 8 C
31 5 7 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 6% 20% 21%
29 2 4 29 X X X X X X 6 *
28 2 4 28 X X X X X X 6 * % In Pace: 80% 72% 71%
27 0 3 27 X X X 3
26 1 0 26 X 1 % Under Pace: 14% 8% 8%
25 0 2 25 X X 2
24 0 1 24 X 1 Average Speed: 34 MPH 32 MPH 33 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 31 - 40MPH 27 - 36MPH 28 - 37MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:31 MPH 28 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:33 MPH 31 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 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

21.B

City of Hemet
Girard Street
B/ Oakland Avenue - Devonshire Avenue
24 Hour Directional Volume Count

HEM045
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 32 2 16
12:15 1 27 0 27
12:30 3 21 1 24
12:45 0 17 7 97 2 18 5 85 12 182
01:00 2 21 2 24
01:15 1 15 2 21
01:30 2 22 1 19
01:45 2 24 7 82 1 14 6 78 13 160
02:00 1 12 3 14
02:15 4 17 2 33
02:30 2 26 2 25
02:45 1 31 8 86 0 40 7 112 15 198
03:00 0 22 0 26
03:15 0 23 1 37
03:30 0 25 0 27
03:45 1 29 1 99 1 31 2 121 3 220
04:00 2 31 4 21
04:15 0 26 0 21
04:30 5 27 4 18
04:45 1 35 8 119 0 20 8 80 16 199
05:00 5 37 4 22
05:15 0 25 5 18
05:30 6 30 3 22
05:45 5 20 16 112 5 19 17 81 33 193
06:00 5 17 7 24
06:15 9 21 7 17
06:30 9 15 4 12
06:45 5 11 28 64 13 21 31 74 59 138
07:00 7 16 13 13
07:15 16 14 14 7
07:30 11 17 24 20
07:45 12 17 46 64 36 7 87 47 133 111
08:00 22 10 23 13
08:15 7 14 16 10
08:30 7 10 32 7
08:45 24 9 60 43 27 14 98 44 158 87
09:00 22 6 23 10
09:15 10 6 22 4
09:30 14 5 20 3
09:45 20 9 66 26 14 5 79 22 145 48
10:00 16 4 15 8
10:15 13 10 11 6
10:30 23 3 16 3
10:45 29 2 81 19 33 4 75 21 156 40
11:00 15 7 20 0
11:15 19 3 33 3
11:30 21 3 23 1
11:45 25 4 80 17 25 4 101 8 181 25
Total 408 828 408 828 516 773 516 773 924 1601
Combined
Total 1236 1236 1289 1289 2525
AM Peak - 10:30 - - - 10:45 - - - - -
Vol. - 86 - - - 109 - - - - -
P.H.F. 0.741 0.826
PM Peak - - 04:45 - - - 02:45 - - - -
Vol. - - 127 - - - 130 - - - -
P.H.F. 0.858 0.813

Percentag
e 33.0% 67.0% 40.0% 60.0%
ADT/AADT ADT 2,525 AADT 2,525

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A50
Girard Street between Devonshire and Florida

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

50 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Girard St
From: Devonshire Ave To: Florida Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 38 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 79%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,732
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.67
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: September 8, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Girard Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Florida Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 2 44 X X X 3 Time
43 0 0 43 0 From: 2:50
42 1 0 42 X 1
41 0 2 41 X X 2 Time
40 0 1 40 X 1 To: 3:15
39 3 3 39 X X X X X X 6 *
38 4 3 38 X X X X X X X 7 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 30 MPH
36 3 2 36 X X X X X 5 P
35 9 0 35 X X X X X X X X X 9 A
34 5 5 34 X X X X X X X X X X 10 C
33 8 8 33 X X X X X X X X X X X X X X X X 16 E
32 6 4 32 X X X X X X X X X X 10 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 10% 10% 7%
29 4 2 29 X X X X X X 6
28 0 3 28 X X X 3 % In Pace: 88% 72% 79%
27 1 2 27 X X X 3
26 0 1 26 X 1 % Under Pace: 2% 18% 14%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 1 22 X 1 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 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:34 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:38 MPH 39 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
3/8/23

21.B

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

HEM046
Site Code: 232-23157

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

Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 42 4 35
12:15 3 38 0 30
12:30 2 24 1 31
12:45 0 18 7 122 2 21 7 117 14 239
01:00 1 26 0 28
01:15 1 10 1 26
01:30 3 23 0 23
01:45 0 29 5 88 1 25 2 102 7 190
02:00 1 22 3 15
02:15 2 14 2 32
02:30 1 32 3 28
02:45 2 30 6 98 0 39 8 114 14 212
03:00 1 24 1 33
03:15 2 28 1 41
03:30 0 28 1 31
03:45 1 31 4 111 2 32 5 137 9 248
04:00 2 29 2 26
04:15 1 25 0 28
04:30 1 30 3 25
04:45 2 31 6 115 1 28 6 107 12 222
05:00 4 37 8 22
05:15 0 22 8 15
05:30 3 24 4 29
05:45 4 21 11 104 8 22 28 88 39 192
06:00 6 15 8 26
06:15 5 20 8 13
06:30 4 16 3 12
06:45 7 7 22 58 8 13 27 64 49 122
07:00 14 17 15 15
07:15 15 10 24 4
07:30 13 16 26 18
07:45 15 13 57 56 26 10 91 47 148 103
08:00 15 12 29 11
08:15 11 12 21 8
08:30 14 9 32 9
08:45 25 11 65 44 48 8 130 36 195 80
09:00 17 5 22 8
09:15 12 3 24 3
09:30 16 6 24 3
09:45 17 8 62 22 19 6 89 20 151 42
10:00 24 6 19 4
10:15 20 10 17 7
10:30 25 4 16 3
10:45 24 3 93 23 24 1 76 15 169 38
11:00 19 7 21 1
11:15 22 4 30 3
11:30 27 5 31 5
11:45 28 5 96 21 25 4 107 13 203 34
Total 434 862 434 862 576 860 576 860 1010 1722
Combined
Total 1296 1296 1436 1436 2732
AM Peak - 11:00 - - - 08:00 - - - - -
Vol. - 96 - - - 130 - - - - -
P.H.F. 0.857 0.677
PM Peak - - 04:15 - - - 02:45 - - - -
Vol. - - 123 - - - 144 - - - -
P.H.F. 0.809 0.878

Percentag
e 33.5% 66.5% 40.1% 59.9%
ADT/AADT ADT 2,732 AADT 2,732

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A51
Hemet Street between Washington and Wanda

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

51 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Hemet St
From: Washington Ave To: Wanda Circle

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 41-50 MPH
Percent in Pace 64%

Street Classification: Collector
Length of Street Segment: 0.56 Miles
Average Daily Traffic: 4,092
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.40
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 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: September 8, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hemet Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Washington Avenue - Wanda Circle
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 0 0 54 0 Time
53 2 1 53 X X X 3 From: 9:00
52 1 0 52 X 1
51 2 1 51 X X X 3 Time
50 4 1 50 X X X X X 5 * To: 9:30
49 1 3 49 X X X X 4 *
48 5 3 48 X X X X X X X X 8 * Existing
47 2 2 47 X X X X 4 P Speed Limit: 40 MPH
46 5 4 46 X X X X X X X X X 9 A
45 1 4 45 X X X X X 5 C
44 2 2 44 X X X X 4 E
43 3 2 43 X X X X X 5 *
42 7 6 42 X X X X X X X X X X X X X 13 *
41 4 3 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 0 5 40 X X X X X 5 % Over Pace: 12% 6% 8%
39 1 3 39 X X X X 4
38 0 2 38 X X 2 % In Pace: 68% 68% 64%
37 4 0 37 X X X X 4
36 2 2 36 X X X X 4 % Under Pace: 20% 26% 28%
35 2 1 35 X X X 3
34 0 1 34 X 1 Average Speed: 44 MPH 42 MPH 43 MPH
33 1 2 33 X X X 3
32 0 0 32 0 Pace Speed: 41 - 50MPH 40 - 49MPH 41 - 50MPH 31 0 0 31 0
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed:37 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:50 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

21.B

City of Hemet
Hemet Street
B/ Washington Avenue - Wanda Circle
24 Hour Directional Volume Count

HEM047
Site Code: 232-23157

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

Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 27 6 40
12:15 1 30 5 26
12:30 5 25 3 29
12:45 2 19 12 101 7 25 21 120 33 221
01:00 3 17 4 23
01:15 5 22 3 29
01:30 2 25 5 17
01:45 3 27 13 91 6 29 18 98 31 189
02:00 0 30 4 33
02:15 5 27 6 28
02:30 4 35 0 40
02:45 7 24 16 116 12 34 22 135 38 251
03:00 7 27 4 45
03:15 10 25 1 48
03:30 15 35 3 51
03:45 12 38 44 125 4 43 12 187 56 312
04:00 22 23 7 41
04:15 24 27 7 51
04:30 13 31 5 48
04:45 20 34 79 115 5 49 24 189 103 304
05:00 36 26 8 42
05:15 22 33 6 42
05:30 31 31 1 39
05:45 24 22 113 112 16 60 31 183 144 295
06:00 30 13 12 40
06:15 36 28 16 49
06:30 33 24 13 47
06:45 33 20 132 85 26 40 67 176 199 261
07:00 36 11 33 31
07:15 45 15 37 27
07:30 52 23 14 25
07:45 42 20 175 69 37 26 121 109 296 178
08:00 39 12 21 27
08:15 30 25 40 18
08:30 28 15 28 35
08:45 34 15 131 67 31 20 120 100 251 167
09:00 20 12 28 19
09:15 23 9 32 18
09:30 19 8 23 17
09:45 24 14 86 43 31 11 114 65 200 108
10:00 19 6 26 14
10:15 19 8 18 14
10:30 18 4 18 12
10:45 15 1 71 19 26 6 88 46 159 65
11:00 19 4 17 14
11:15 17 3 26 6
11:30 22 3 17 14
11:45 21 2 79 12 36 10 96 44 175 56
Total 951 955 951 955 734 1452 734 1452 1685 2407
Combined
Total 1906 1906 2186 2186 4092
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 178 - - - 127 - - - - -
P.H.F. 0.856 0.794
PM Peak - - 03:00 - - - 05:45 - - - -
Vol. - - 125 - - - 196 - - - -
P.H.F. 0.822 0.817

Percentag
e 49.9% 50.1% 33.6% 66.4%
ADT/AADT ADT 4,092 AADT 4,092

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A52
Hemet Street between Wanda and Charlton

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

52 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Hemet St
From: Wanda Circle To: Charlton Ave

Date of Speed Survey: 6/13/2023
Critical Speed (85th) 40 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 82%

Street Classification: Collector
Length of Street Segment: 0.15 Miles
Average Daily Traffic: 4,040
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH

This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hemet Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Du Cane Street - Charlton 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 1 0 45 X 1
44 1 0 44 X 1 Time
43 1 2 43 X X X 3 From: 3:00
42 1 1 42 X X 2
41 2 0 41 X X 2 Time
40 4 3 40 X X X X X X X 7 To: 3:30
39 3 8 39 X X X X X X X X X X X 11 *
38 3 4 38 X X X X X X X 7 * Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 7 4 36 X X X X X X X X X X X 11 P
35 9 6 35 X X X X X X X X X X X X X X X 15 A
34 4 5 34 X X X X X X X X X 9 C
33 4 6 33 X X X X X X X X X X 10 E
32 2 0 32 X X 2 *
31 0 0 31 0 * Northbound Southbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 8% 14% 17% 29 0 0 29 0
28 0 0 28 0 % In Pace: 82% 84% 82%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 10% 2% 1%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41MPH 30 - 39MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:33 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 MPH 39 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
6/13/23

21.B

City of Hemet
Hemet Street
B/ Charlton Avenue - Du Cane Street
24 Hour Directional Volume Count

HEM048B
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 21 10 20
12:15 4 34 2 36
12:30 6 18 12 30
12:45 3 31 21 104 8 31 32 117 53 221
01:00 2 24 5 35
01:15 4 28 8 27
01:30 0 27 2 37
01:45 1 29 7 108 4 28 19 127 26 235
02:00 2 29 3 41
02:15 5 22 7 42
02:30 2 23 3 24
02:45 2 26 11 100 3 31 16 138 27 238
03:00 5 19 2 28
03:15 4 37 5 46
03:30 7 37 3 37
03:45 15 39 31 132 2 65 12 176 43 308
04:00 12 26 5 40
04:15 11 20 6 43
04:30 12 29 2 47
04:45 23 32 58 107 7 37 20 167 78 274
05:00 23 28 12 47
05:15 20 35 7 44
05:30 20 19 8 53
05:45 25 33 88 115 11 56 38 200 126 315
06:00 19 33 8 31
06:15 36 14 21 40
06:30 20 20 12 38
06:45 30 17 105 84 17 35 58 144 163 228
07:00 21 11 29 37
07:15 34 22 24 19
07:30 38 15 21 35
07:45 35 27 128 75 23 27 97 118 225 193
08:00 24 28 48 35
08:15 27 20 27 20
08:30 25 21 42 24
08:45 31 21 107 90 26 26 143 105 250 195
09:00 38 16 27 15
09:15 17 17 23 23
09:30 16 23 19 23
09:45 19 11 90 67 14 27 83 88 173 155
10:00 24 7 17 20
10:15 23 18 18 14
10:30 18 10 18 12
10:45 22 10 87 45 26 12 79 58 166 103
11:00 13 5 30 12
11:15 18 9 22 16
11:30 24 4 23 14
11:45 16 4 71 22 25 10 100 52 171 74
Total 804 1049 804 1049 697 1490 697 1490 1501 2539
Combined
Total 1853 1853 2187 2187 4040
AM Peak - 07:15 - - - 08:00 - - - - -
Vol. - 131 - - - 143 - - - - -
P.H.F. 0.862 0.745
PM Peak - - 03:15 - - - 05:00 - - - -
Vol. - - 139 - - - 200 - - - -
P.H.F. 0.891 0.893

Percentag
e 43.4% 56.6% 31.9% 68.1%
ADT/AADT ADT 4,040 AADT 4,040

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A53
Hemet Street between Charlton and Lincoln

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

53 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Hemet St
From: Charlton Ave To: Lincoln Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 75%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,510
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.08
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: 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

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hemet Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Charlton Avenue - Lincoln 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 2 47 X X 2 Date:
46 1 0 46 X 1
45 0 0 45 0
44 0 0 44 0 Time
43 3 0 43 X X X 3 From: 9:30
42 0 1 42 X 1
41 3 2 41 X X X X X 5 * Time
40 2 4 40 X X X X X X 6 * To: 10:05
39 0 4 39 X X X X 4 *
38 10 2 38 X X X X X X X X X X X X 12 P Existing
37 3 1 37 X X X X 4 A Speed Limit: 35 MPH
36 9 2 36 X X X X X X X X X X X 11 C
35 9 4 35 X X X X X X X X X X X X X 13 E
34 1 5 34 X X X X X X 6 *
33 4 6 33 X X X X X X X X X X 10 *
32 1 3 32 X X X X 4 *
31 1 3 31 X X X X 4 Northbound Southbound Combined Statistics 30 2 1 30 X X X 3 % Over Pace: 8% 10% 7%
29 1 3 29 X X X X 4
28 0 3 28 X X X 3 % In Pace: 84% 68% 75%
27 0 0 27 0
26 0 2 26 X X 2 % Under Pace: 8% 22% 18%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 37 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 32 - 41MPH 31 - 40MPH 32 - 41MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:33 MPH 29 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:36 MPH 34 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:40 MPH 40 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

21.B

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

HEM048
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 27 6 33
12:15 1 29 3 29
12:30 1 22 6 22
12:45 2 23 7 101 4 27 19 111 26 212
01:00 3 16 4 21
01:15 3 22 3 23
01:30 1 22 4 21
01:45 3 24 10 84 6 21 17 86 27 170
02:00 0 16 5 24
02:15 4 14 3 22
02:30 3 31 3 24
02:45 5 25 12 86 8 29 19 99 31 185
03:00 3 21 3 45
03:15 4 26 3 35
03:30 11 28 2 33
03:45 10 36 28 111 6 48 14 161 42 272
04:00 15 18 4 36
04:15 13 29 10 35
04:30 11 24 2 36
04:45 9 31 48 102 8 37 24 144 72 246
05:00 24 36 5 37
05:15 15 32 7 41
05:30 25 30 4 33
05:45 15 22 79 120 10 46 26 157 105 277
06:00 16 14 12 35
06:15 23 31 13 38
06:30 26 25 12 36
06:45 18 17 83 87 14 41 51 150 134 237
07:00 22 11 31 25
07:15 31 14 36 23
07:30 43 19 17 27
07:45 24 18 120 62 25 20 109 95 229 157
08:00 30 12 24 23
08:15 28 27 43 16
08:30 28 13 26 19
08:45 29 13 115 65 32 26 125 84 240 149
09:00 20 16 30 14
09:15 23 14 27 17
09:30 14 8 32 14
09:45 22 9 79 47 22 13 111 58 190 105
10:00 19 10 20 11
10:15 9 7 19 9
10:30 17 1 22 13
10:45 19 2 64 20 21 5 82 38 146 58
11:00 14 3 21 11
11:15 20 3 25 6
11:30 22 0 18 8
11:45 14 3 70 9 23 9 87 34 157 43
Total 715 894 715 894 684 1217 684 1217 1399 2111
Combined
Total 1609 1609 1901 1901 3510
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 128 - - - 131 - - - - -
P.H.F. 0.744 0.762
PM Peak - - 04:45 - - - 03:00 - - - -
Vol. - - 129 - - - 161 - - - -
P.H.F. 0.896 0.839

Percentag
e 44.4% 55.6% 36.0% 64.0%
ADT/AADT ADT 3,510 AADT 3,510

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A54
Hemet Street between Lincoln and Florida

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

54 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Hemet St
From: Lincoln Ave To: Florida Ave

Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 72%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,362
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.17
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

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Hemet Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lincoln Avenue - Florida Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 1 0 46 X 1
45 1 0 45 X 1
44 0 1 44 X 1 Time
43 1 2 43 X X X 3 From: 10:05
42 2 0 42 X X 2
41 1 2 41 X X X 3 Time
40 0 4 40 X X X X 4 To: 10:55
39 3 1 39 X X X X 4 *
38 4 3 38 X X X X X X X 7 * Existing
37 5 3 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 3 4 36 X X X X X X X 7 P
35 5 7 35 X X X X X X X X X X X X 12 A
34 4 4 34 X X X X X X X X 8 C
33 3 0 33 X X X 3 E
32 4 5 32 X X X X X X X X X 9 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 6 2 30 X X X X X X X X 8 * % Over Pace: 12% 10% 15%
29 3 1 29 X X X X 4
28 1 2 28 X X X 3 % In Pace: 78% 70% 72%
27 0 1 27 X 1
26 0 2 26 X X 2 % Under Pace: 10% 20% 13%
25 1 1 25 X X 2
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: 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:30 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:35 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:39 MPH 40 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

21.B

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

HEM049
Site Code: 232-23157

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

Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 22 6 26
12:15 1 24 3 30
12:30 1 18 4 24
12:45 2 18 6 82 7 29 20 109 26 191
01:00 0 17 4 25
01:15 3 17 4 23
01:30 2 26 2 26
01:45 2 20 7 80 5 23 15 97 22 177
02:00 0 16 4 23
02:15 1 18 2 20
02:30 3 34 3 26
02:45 4 23 8 91 8 23 17 92 25 183
03:00 3 19 2 42
03:15 3 30 4 32
03:30 9 29 2 34
03:45 9 33 24 111 5 49 13 157 37 268
04:00 9 20 3 36
04:15 13 30 10 32
04:30 6 28 3 35
04:45 8 26 36 104 9 37 25 140 61 244
05:00 20 39 4 36
05:15 13 31 7 36
05:30 30 29 9 34
05:45 9 20 72 119 11 42 31 148 103 267
06:00 17 15 15 30
06:15 20 29 14 33
06:30 19 24 8 31
06:45 16 17 72 85 16 42 53 136 125 221
07:00 19 11 28 29
07:15 31 13 31 26
07:30 37 17 20 28
07:45 20 18 107 59 30 18 109 101 216 160
08:00 28 12 21 26
08:15 22 26 43 14
08:30 30 15 28 16
08:45 24 13 104 66 25 22 117 78 221 144
09:00 27 12 32 11
09:15 22 13 32 16
09:30 14 9 24 10
09:45 20 11 83 45 22 9 110 46 193 91
10:00 15 8 24 12
10:15 13 5 15 8
10:30 16 1 18 13
10:45 19 2 63 16 23 5 80 38 143 54
11:00 15 4 21 8
11:15 20 3 23 7
11:30 20 0 19 6
11:45 13 4 68 11 19 8 82 29 150 40
Total 650 869 650 869 672 1171 672 1171 1322 2040
Combined
Total 1519 1519 1843 1843 3362
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 116 - - - 128 - - - - -
P.H.F. 0.784 0.744
PM Peak - - 04:45 - - - 03:00 - - - -
Vol. - - 125 - - - 157 - - - -
P.H.F. 0.801 0.801

Percentag
e 42.8% 57.2% 36.5% 63.5%
ADT/AADT ADT 3,362 AADT 3,362

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A55
Johnston Avenue between Sanderson and Kirby

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

55 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 6/14/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 88%

Street Classification: Collector
Length of Street Segment: 0.61 Miles
Average Daily Traffic: 3,323
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.35
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA -MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Johnston Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Kirby Street - Sanderson 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: 12:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 1:40
39 0 0 39 0
38 2 3 38 X X X X X 5 Existing
37 2 1 37 X X X 3 Speed Limit: 30 MPH
36 2 3 36 X X X X X 5 *
35 3 3 35 X X X X X X 6 *
34 6 6 34 X X X X X X X X X X X X 12 *
33 8 2 33 X X X X X X X X X X 10 P
32 4 4 32 X X X X X X X X 8 A
31 3 6 31 X X X X X X X X X 9 C Eastbound Westbound Combined Statistics 30 12 10 30 X X X X X X X X X X X X X X X X X X X X X X 22 E % Over Pace: 4% 10% 9% 29 0 3 29 X X X 3 *
28 3 4 28 X X X X X X X 7 * % In Pace: 86% 90% 88%
27 2 4 27 X X X X X X 6 *
26 2 0 26 X X 2 % Under Pace: 10% 0% 3%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37MPH 27 - 36MPH 27 - 36MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed:32 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:35 MPH 36 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/14/23

21.B

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

HEM050B
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 25 3 35
12:15 5 35 9 33
12:30 2 28 2 21
12:45 3 18 15 106 0 37 14 126 29 232
01:00 3 29 3 28
01:15 0 29 2 22
01:30 3 44 1 29
01:45 0 20 6 122 1 39 7 118 13 240
02:00 0 39 1 23
02:15 2 35 1 26
02:30 0 32 2 27
02:45 3 34 5 140 2 26 6 102 11 242
03:00 0 38 1 29
03:15 2 24 3 35
03:30 0 58 3 32
03:45 2 36 4 156 8 42 15 138 19 294
04:00 1 38 5 27
04:15 3 37 6 21
04:30 2 51 8 30
04:45 2 35 8 161 8 24 27 102 35 263
05:00 1 41 11 24
05:15 2 32 14 31
05:30 2 32 19 31
05:45 4 34 9 139 18 31 62 117 71 256
06:00 4 25 15 21
06:15 10 31 10 19
06:30 9 18 9 34
06:45 17 26 40 100 11 19 45 93 85 193
07:00 11 37 17 25
07:15 10 19 15 23
07:30 18 17 21 21
07:45 20 25 59 98 30 11 83 80 142 178
08:00 17 16 27 30
08:15 17 14 37 13
08:30 28 13 31 11
08:45 17 21 79 64 19 14 114 68 193 132
09:00 12 18 12 11
09:15 20 6 23 10
09:30 20 10 23 10
09:45 15 8 67 42 33 10 91 41 158 83
10:00 29 11 22 6
10:15 14 10 21 11
10:30 17 13 13 6
10:45 15 5 75 39 22 4 78 27 153 66
11:00 28 5 26 7
11:15 13 11 27 2
11:30 23 4 23 3
11:45 20 6 84 26 31 6 107 18 191 44
Total 451 1193 451 1193 649 1030 649 1030 1100 2223
Combined
Total 1644 1644 1679 1679 3323
AM Peak - 09:15 - - - 07:45 - - - - -
Vol. - 84 - - - 125 - - - - -
P.H.F. 0.724 0.845
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 169 - - - 138 - - - -
P.H.F. 0.728 0.821

Percentag
e 27.4% 72.6% 38.7% 61.3%
ADT/AADT ADT 3,323 AADT 3,323

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A56
Johnston Avenue between Kirby and Lyon

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

56 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/28/2023
Critical Speed (85th) 43 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 68%

Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,997
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.37
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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Johnston 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 0 0 54 0 Time
53 0 0 53 0 From: 10:20
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 2 50 X X 2 To: 11:20
49 0 0 49 0
48 0 2 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 0 1 45 X 1
44 1 2 44 X X X 3
43 3 2 43 X X X X X 5
42 3 2 42 X X X X X 5
41 1 3 41 X X X X 4 Eastbound Westbound Combined Statistics 40 2 0 40 X X 2 % Over Pace: 22% 32% 27%
39 2 4 39 X X X X X X 6 *
38 2 2 38 X X X X 4 * % In Pace: 72% 64% 68%
37 10 8 37 X X X X X X X X X X X X X X X X X X 18 *
36 2 5 36 X X X X X X X 7 P % Under Pace: 6% 4% 5%
35 7 1 35 X X X X X X X X 8 A
34 2 2 34 X X X X 4 C Average Speed: 36 MPH 38 MPH 37 MPH 33 4 3 33 X X X X X X X 7 E
32 2 1 32 X X X 3 * Pace Speed: 30 - 39MPH 30 - 39MPH 30 - 39MPH 31 2 5 31 X X X X X X X 7 *
30 3 1 30 X X X X 4 *
29 2 2 29 X X X X 4 15th Percentile / Critical Speed:31 MPH 31 MPH 31 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed:36 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:42 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/28/23

21.B

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

HEM050
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 1 28 0 32
12:15 0 34 5 37
12:30 2 32 1 31
12:45 1 28 4 122 1 29 7 129 11 251
01:00 4 37 1 29
01:15 2 41 1 45
01:30 4 36 3 45
01:45 1 46 11 160 4 43 9 162 20 322
02:00 1 36 0 34
02:15 2 39 0 70
02:30 0 39 1 46
02:45 3 45 6 159 3 51 4 201 10 360
03:00 1 31 2 44
03:15 1 32 1 48
03:30 0 42 2 55
03:45 1 63 3 168 7 51 12 198 15 366
04:00 0 48 2 60
04:15 2 31 2 37
04:30 1 46 1 30
04:45 1 36 4 161 7 33 12 160 16 321
05:00 4 42 7 41
05:15 5 41 11 34
05:30 5 33 6 38
05:45 7 30 21 146 13 30 37 143 58 289
06:00 4 29 14 30
06:15 7 24 9 18
06:30 20 42 13 13
06:45 22 19 53 114 18 22 54 83 107 197
07:00 37 26 33 20
07:15 47 18 39 18
07:30 25 10 39 13
07:45 25 12 134 66 44 8 155 59 289 125
08:00 35 6 50 11
08:15 32 15 50 8
08:30 40 10 41 15
08:45 29 14 136 45 46 9 187 43 323 88
09:00 29 17 32 19
09:15 19 8 36 9
09:30 27 8 23 4
09:45 20 8 95 41 30 7 121 39 216 80
10:00 25 10 33 5
10:15 16 13 26 5
10:30 20 14 29 7
10:45 24 5 85 42 31 2 119 19 204 61
11:00 27 4 26 8
11:15 23 6 30 7
11:30 31 3 33 0
11:45 28 3 109 16 37 2 126 17 235 33
Total 661 1240 661 1240 843 1253 843 1253 1504 2493
Combined
Total 1901 1901 2096 2096 3997
AM Peak - 08:00 - - - 08:00 - - - - -
Vol. - 136 - - - 187 - - - - -
P.H.F. 0.723 0.935
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 188 - - - 214 - - - -
P.H.F. 0.746 0.892

Percentag
e 34.8% 65.2% 40.2% 59.8%
ADT/AADT ADT 3,997 AADT 3,997

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A57
Johnston Avenue between Lyon and Palm

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

57 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Johnston Ave
From: Lyon Ave To: Palm Ave

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

Street Classification: Collector
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 4,006
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.34
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - 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 speed 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

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Johnston Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - Gilbert 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 1 0 44 X 1 Time
43 2 0 43 X X 2 From: 9:45
42 0 1 42 X 1
41 0 0 41 0 Time
40 1 1 40 X X 2 To: 10:20
39 1 3 39 X X X X 4
38 1 2 38 X X X 3 Existing
37 2 1 37 X X X 3 * Speed Limit: 30 MPH
36 5 3 36 X X X X X X X X 8 *
35 2 2 35 X X X X 4 *
34 2 2 34 X X X X 4 P
33 4 6 33 X X X X X X X X X X 10 A
32 6 8 32 X X X X X X X X X X X X X X 14 C
31 4 4 31 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 12% 4% 13% 29 2 2 29 X X X X 4 *
28 2 3 28 X X X X X 5 * % In Pace: 68% 72% 70%
27 1 0 27 X 1
26 2 0 26 X X 2 % Under Pace: 20% 24% 17%
25 4 1 25 X X X X X 5
24 2 0 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 5 23 X X X X X 5
22 0 1 22 X 1 Pace Speed: 28 - 37MPH 30 - 39MPH 28 - 37MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:26 MPH 28 MPH 26 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 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/28/23

21.B

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

HEM051
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 2 33 2 26
12:15 1 29 4 34
12:30 1 37 4 27
12:45 1 31 5 130 1 35 11 122 16 252
01:00 6 35 5 28
01:15 1 42 0 37
01:30 1 32 0 31
01:45 1 53 9 162 4 39 9 135 18 297
02:00 1 51 0 45
02:15 1 52 0 56
02:30 0 48 1 51
02:45 2 47 4 198 1 48 2 200 6 398
03:00 2 38 1 46
03:15 1 36 1 56
03:30 0 47 2 46
03:45 1 61 4 182 3 51 7 199 11 381
04:00 1 50 2 51
04:15 2 36 1 44
04:30 1 38 4 34
04:45 1 39 5 163 6 35 13 164 18 327
05:00 6 42 5 40
05:15 6 40 5 37
05:30 5 31 11 33
05:45 6 28 23 141 7 27 28 137 51 278
06:00 5 28 15 26
06:15 9 27 11 13
06:30 20 36 7 13
06:45 23 30 57 121 15 16 48 68 105 189
07:00 40 25 29 17
07:15 48 17 33 19
07:30 37 12 41 14
07:45 26 10 151 64 37 12 140 62 291 126
08:00 38 11 39 8
08:15 51 11 42 12
08:30 63 11 33 8
08:45 52 18 204 51 37 9 151 37 355 88
09:00 27 19 25 13
09:15 22 7 23 4
09:30 20 9 24 5
09:45 28 10 97 45 25 8 97 30 194 75
10:00 21 9 24 7
10:15 22 10 28 6
10:30 27 13 22 5
10:45 29 8 99 40 29 5 103 23 202 63
11:00 23 3 26 11
11:15 33 6 22 3
11:30 31 1 34 2
11:45 33 2 120 12 33 2 115 18 235 30
Total 778 1309 778 1309 724 1195 724 1195 1502 2504
Combined
Total 2087 2087 1919 1919 4006
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 204 - - - 159 - - - - -
P.H.F. 0.810 0.946
PM Peak - - 01:45 - - - 03:15 - - - -
Vol. - - 204 - - - 204 - - - -
P.H.F. 0.962 0.911

Percentag
e 37.3% 62.7% 37.7% 62.3%
ADT/AADT ADT 4,006 AADT 4,006

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A58
Johnston Avenue between Palm and Gilbert

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

58 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Johnston Ave
From: Palm Ave To: Gilbert St

Date of Speed Survey: 6/14/2023
Critical Speed (85th) 39 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 76%

Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,312
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.69
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds , it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:

☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code

☒ Establishment of new speed zone

APPROVED: DATE: October 25, 2023

21.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Johnston Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Palm Avenue - State Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 2 0 43 X X 2 From: 12:15
42 2 0 42 X X 2
41 2 4 41 X X X X X X 6 Time
40 1 2 40 X X X 3 To: 12:40
39 3 1 39 X X X X 4 *
38 1 4 38 X X X X X 5 * Existing
37 3 5 37 X X X X X X X X 8 * Speed Limit: 25 MPH
36 7 6 36 X X X X X X X X X X X X X 13 P
35 3 4 35 X X X X X X X 7 A
34 4 3 34 X X X X X X X 7 C
33 4 2 33 X X X X X X 6 E
32 7 4 32 X X X X X X X X X X X 11 *
31 3 1 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 4 7 30 X X X X X X X X X X X 11 * % Over Pace: 14% 14% 14% 29 0 1 29 X 1
28 3 1 28 X X X X 4 % In Pace: 78% 74% 76%
27 0 2 27 X X 2
26 0 1 26 X 1 % Under Pace: 8% 12% 10%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39MPH 30 - 39MPH 30 - 39MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed:30 MPH 30 MPH 30 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:39 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/14/23

21.B

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

HEM051B
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 36 3 36
12:15 4 40 3 34
12:30 0 48 2 34
12:45 4 54 11 178 0 33 8 137 19 315
01:00 0 48 4 31
01:15 3 55 0 22
01:30 1 48 1 40
01:45 3 47 7 198 2 44 7 137 14 335
02:00 3 53 0 28
02:15 1 58 2 27
02:30 0 46 2 36
02:45 1 53 5 210 0 41 4 132 9 342
03:00 2 46 4 40
03:15 0 61 3 36
03:30 0 57 3 41
03:45 0 48 2 212 1 40 11 157 13 369
04:00 1 57 2 41
04:15 3 44 4 31
04:30 3 67 5 22
04:45 5 45 12 213 5 30 16 124 28 337
05:00 1 64 8 42
05:15 4 41 9 29
05:30 2 45 12 27
05:45 7 43 14 193 15 33 44 131 58 324
06:00 5 39 6 31
06:15 10 44 16 21
06:30 21 34 8 19
06:45 20 34 56 151 18 36 48 107 104 258
07:00 18 42 10 24
07:15 21 31 22 25
07:30 22 33 29 19
07:45 40 36 101 142 17 29 78 97 179 239
08:00 24 44 21 16
08:15 28 32 31 22
08:30 46 26 30 20
08:45 34 27 132 129 20 10 102 68 234 197
09:00 29 11 15 16
09:15 19 17 20 14
09:30 30 16 19 12
09:45 29 16 107 60 23 19 77 61 184 121
10:00 35 13 22 10
10:15 41 10 26 9
10:30 41 13 22 2
10:45 36 4 153 40 28 8 98 29 251 69
11:00 46 6 35 9
11:15 28 5 22 4
11:30 33 4 27 5
11:45 45 6 152 21 33 5 117 23 269 44
Total 752 1747 752 1747 610 1203 610 1203 1362 2950
Combined
Total 2499 2499 1813 1813 4312
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 164 - - - 117 - - - - -
P.H.F. 0.891 0.836
PM Peak - - 03:15 - - - 02:45 - - - -
Vol. - - 223 - - - 158 - - - -
P.H.F. 0.914 0.963

Percentag
e 30.1% 69.9% 33.6% 66.4%
ADT/AADT ADT 4,312 AADT 4,312

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A59
Kirby Street between Esplanade and Commonwealth

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

59 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Kirby St
From: Esplanade Ave To: Commonwealth Ave

Date of Speed Survey: 6/13/2023
Critical Speed (85th) 42 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 75%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 8,055
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.45
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)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicycli sts and pedestrians, vulnerable pedestrian groups - no sidewalk westside).

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

21.B

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: Esplanade Avenue - Commonwealth 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: 2:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 2:25
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 2 1 46 X X X 3
45 0 1 45 X 1
44 2 2 44 X X X X 4
43 1 2 43 X X X 3
42 1 6 42 X X X X X X X 7 *
41 2 9 41 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 40 6 8 40 X X X X X X X X X X X X X X 14 * % Over Pace: 14% 10% 15% 39 2 1 39 X X X 3 P
38 4 2 38 X X X X X X 6 A % In Pace: 78% 78% 75%
37 5 3 37 X X X X X X X X 8 C
36 7 1 36 X X X X X X X X 8 E % Under Pace: 8% 12% 10%
35 3 5 35 X X X X X X X X 8 *
34 4 2 34 X X X X X X 6 * Average Speed: 37 MPH 40 MPH 38 MPH 33 3 1 33 X X X X 4 *
32 3 1 32 X X X X 4 Pace Speed: 32 - 41MPH 35 - 44MPH 33 - 42MPH 31 0 0 31 0
30 2 2 30 X X X X 4
29 0 0 29 0 15th Percentile / Critical Speed:33 MPH 35 MPH 34 MPH 28 2 0 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed:37 MPH 40 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:41 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/13/23

21.B

City of Hemet
Kirby Street
B/ Esplanade Avenue - Commonwealth Avenue
24 Hour Directional Volume Count

HEM052B
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 59 16 51
12:15 10 63 13 65
12:30 7 67 11 73
12:45 7 61 30 250 4 59 44 248 74 498
01:00 2 82 13 64
01:15 4 89 15 66
01:30 2 67 5 57
01:45 3 77 11 315 8 64 41 251 52 566
02:00 3 75 8 78
02:15 2 116 7 56
02:30 2 95 10 84
02:45 6 71 13 357 4 88 29 306 42 663
03:00 4 81 4 78
03:15 2 95 12 74
03:30 2 61 14 116
03:45 9 97 17 334 12 93 42 361 59 695
04:00 10 88 6 98
04:15 11 66 8 79
04:30 15 81 5 81
04:45 9 73 45 308 9 83 28 341 73 649
05:00 19 100 10 75
05:15 15 94 8 79
05:30 28 75 18 95
05:45 20 73 82 342 18 75 54 324 136 666
06:00 23 75 15 57
06:15 28 46 18 70
06:30 31 69 14 59
06:45 32 52 114 242 32 73 79 259 193 501
07:00 32 72 28 62
07:15 45 62 26 57
07:30 45 54 32 66
07:45 47 57 169 245 42 77 128 262 297 507
08:00 46 71 57 61
08:15 43 60 39 52
08:30 47 47 37 48
08:45 45 27 181 205 51 37 184 198 365 403
09:00 59 41 34 37
09:15 40 36 40 35
09:30 33 35 53 32
09:45 48 26 180 138 41 28 168 132 348 270
10:00 40 27 43 36
10:15 51 12 50 10
10:30 51 13 50 16
10:45 54 15 196 67 45 17 188 79 384 146
11:00 47 17 52 15
11:15 50 10 48 15
11:30 41 9 61 13
11:45 54 7 192 43 47 8 208 51 400 94
Total 1230 2846 1230 2846 1193 2812 1193 2812 2423 5658 Combined
Total 4076 4076 4005 4005 8081
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 203 - - - 208 - - - - -
P.H.F. 0.940 0.852
PM Peak - - 01:45 - - - 03:30 - - - -
Vol. - - 363 - - - 386 - - - -
P.H.F. 0.782 0.832

Percentag
e 30.2% 69.8% 29.8% 70.2%
ADT/AADT ADT 8,081 AADT 8,081

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A60
Kirby Street between Commonwealth and Fruitvale

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

60 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Kirby St
From: Commonwealth Ave To: Fruitvale Ave

Date of Speed Survey: 7/6/2023
Critical Speed (85th) 40 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 86%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,921
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.20
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - no sidewalk westside).

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

21.B

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: Fruitvale Avenue - Commonwealth Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:25
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 0 0 46 0
45 0 1 45 X 1
44 0 0 44 0
43 0 2 43 X X 2
42 2 1 42 X X X 3
41 2 2 41 X X X X 4 * Northbound Southbound Combined Statistics 40 4 8 40 X X X X X X X X X X X X 12 * % Over Pace: 8% 6% 6% 39 4 3 39 X X X X X X X 7 *
38 3 5 38 X X X X X X X X 8 P % In Pace: 86% 88% 86%
37 4 7 37 X X X X X X X X X X X 11 A
36 5 5 36 X X X X X X X X X X 10 C % Under Pace: 6% 6% 8% 35 8 7 35 X X X X X X X X X X X X X X X 15 E
34 5 0 34 X X X X X 5 * Average Speed: 36 MPH 37 MPH 36 MPH 33 4 6 33 X X X X X X X X X X 10 *
32 3 1 32 X X X X 4 * Pace Speed: 31 - 40MPH 33 - 42MPH 32 - 41MPH 31 3 0 31 X X X 3
30 2 2 30 X X X X 4
29 1 0 29 X 1 15th Percentile / Critical Speed:32 MPH 33 MPH 33 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:35 MPH 37 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:40 MPH 40 MPH 40 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
7/6/23

21.B

City of Hemet
Kirby Street
B/ Fruitvale Avenue - Commonwealth Avenue
24 Hour Directional Volume Count

HEM053C
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 6 93 2 83
12:15 4 94 1 77
12:30 5 63 4 57
12:45 3 70 18 320 2 64 9 281 27 601
01:00 1 82 2 65
01:15 0 77 1 68
01:30 2 80 1 57
01:45 2 77 5 316 1 63 5 253 10 569
02:00 0 74 4 75
02:15 2 90 1 71
02:30 5 100 3 70
02:45 3 86 10 350 3 82 11 298 21 648
03:00 2 86 1 76
03:15 4 98 2 69
03:30 6 117 1 85
03:45 4 78 16 379 9 105 13 335 29 714
04:00 2 103 9 84
04:15 9 89 5 87
04:30 7 95 11 81
04:45 14 93 32 380 15 84 40 336 72 716
05:00 9 85 12 87
05:15 7 75 17 86
05:30 15 88 16 87
05:45 28 74 59 322 30 78 75 338 134 660
06:00 20 85 16 75
06:15 25 68 17 79
06:30 28 91 26 95
06:45 34 65 107 309 60 69 119 318 226 627
07:00 70 63 106 49
07:15 72 64 89 59
07:30 61 77 67 51
07:45 68 46 271 250 69 44 331 203 602 453
08:00 60 49 53 52
08:15 60 59 46 37
08:30 43 46 65 38
08:45 62 39 225 193 76 39 240 166 465 359
09:00 56 31 56 22
09:15 51 35 71 26
09:30 83 28 65 21
09:45 73 29 263 123 76 15 268 84 531 207
10:00 66 25 69 14
10:15 73 23 54 9
10:30 57 8 63 9
10:45 71 13 267 69 76 12 262 44 529 113
11:00 73 12 63 7
11:15 57 10 68 4
11:30 65 7 72 11
11:45 69 4 264 33 79 7 282 29 546 62
Total 1537 3044 1537 3044 1655 2685 1655 2685 3192 5729 Combined
Total 4581 4581 4340 4340 8921
AM Peak - 09:30 - - - 07:00 - - - - -
Vol. - 295 - - - 331 - - - - -
P.H.F. 0.889 0.781
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 396 - - - 361 - - - -
P.H.F. 0.846 0.860

Percentag
e 33.6% 66.4% 38.1% 61.9%
ADT/AADT ADT 8,921 AADT 8,921

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A61
Kirby Street between Fruitvale and Menlo

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

61 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 6/13/2023
Critical Speed (85th) 44 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 79%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 9,108
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.60
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th -percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA - MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is 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

21.B

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: Fruitvale Avenue - Menlo Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:05
49 1 0 49 X 1
48 1 2 48 X X X 3 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 4 2 46 X X X X X X 6
45 1 1 45 X X 2
44 3 2 44 X X X X X 5 *
43 2 4 43 X X X X X X 6 *
42 1 6 42 X X X X X X X 7 *
41 9 2 41 X X X X X X X X X X X 11 P Northbound Southbound Combined Statistics 40 6 8 40 X X X X X X X X X X X X X X 14 A % Over Pace: 14% 10% 13% 39 3 0 39 X X X 3 C
38 6 6 38 X X X X X X X X X X X X 12 E % In Pace: 82% 78% 79% 37 3 6 37 X X X X X X X X X 9 *
36 4 4 36 X X X X X X X X 8 * % Under Pace: 4% 12% 8%
35 4 0 35 X X X X 4 *
34 0 0 34 0 Average Speed: 40 MPH 40 MPH 40 MPH
33 0 3 33 X X X 3
32 0 2 32 X X 2 Pace Speed: 35 - 44MPH 36 - 45MPH 35 - 44MPH 31 0 0 31 0
30 1 1 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed:36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/13/23

21.B

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

HEM053B
Site Code: 232-23157B

Counts Unlimited, Inc.

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

Start 6/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 73 14 62
12:15 12 76 8 76
12:30 8 102 8 66
12:45 2 89 31 340 7 76 37 280 68 620
01:00 1 105 9 66
01:15 2 77 4 73
01:30 6 90 8 80
01:45 2 58 11 330 5 71 26 290 37 620
02:00 4 97 6 58
02:15 2 78 8 77
02:30 3 88 6 52
02:45 3 80 12 343 4 84 24 271 36 614
03:00 2 109 7 83
03:15 2 104 6 119
03:30 4 110 9 88
03:45 4 108 12 431 9 98 31 388 43 819
04:00 6 91 9 102
04:15 9 99 10 93
04:30 8 98 10 79
04:45 7 85 30 373 17 73 46 347 76 720
05:00 10 116 13 67
05:15 17 84 15 97
05:30 24 93 24 77
05:45 29 83 80 376 25 100 77 341 157 717
06:00 23 82 20 88
06:15 28 88 28 72
06:30 29 76 23 66
06:45 30 67 110 313 46 70 117 296 227 609
07:00 33 89 35 66
07:15 41 72 38 66
07:30 47 76 42 55
07:45 54 75 175 312 65 46 180 233 355 545
08:00 48 72 55 38
08:15 48 70 54 56
08:30 58 43 52 47
08:45 48 41 202 226 68 35 229 176 431 402
09:00 41 46 53 43
09:15 54 33 64 29
09:30 45 50 59 26
09:45 51 28 191 157 54 35 230 133 421 290
10:00 50 25 58 34
10:15 65 16 58 15
10:30 69 17 67 21
10:45 60 19 244 77 61 16 244 86 488 163
11:00 54 13 77 9
11:15 76 14 61 15
11:30 51 14 76 10
11:45 82 12 263 53 69 17 283 51 546 104
Total 1361 3331 1361 3331 1524 2892 1524 2892 2885 6223 Combined
Total 4692 4692 4416 4416 9108
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 263 - - - 283 - - - - -
P.H.F. 0.802 0.919
PM Peak - - 03:00 - - - 03:15 - - - -
Vol. - - 431 - - - 407 - - - -
P.H.F. 0.980 0.855

Percentag
e 29.0% 71.0% 34.5% 65.5%
ADT/AADT ADT 9,108 AADT 9,108

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A62
Kirby Street between Menlo and Devonshire

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

62 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

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

Date of Speed Survey: 3/16/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 59%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 12,771
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.72
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: 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

21.B

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: 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 0 0 56 0
55 1 0 55 X 1
54 2 1 54 X X X 3 Time
53 1 1 53 X X 2 From: 9:20
52 2 1 52 X X X 3
51 2 0 51 X X 2 Time
50 3 1 50 X X X X 4 To: 9:40
49 2 2 49 X X X X 4
48 2 4 48 X X X X X X 6 Existing
47 2 2 47 X X X X 4 Speed Limit: 45 MPH
46 3 3 46 X X X X X X 6 *
45 3 2 45 X X X X X 5 *
44 6 2 44 X X X X X X X X 8 *
43 5 2 43 X X X X X X X 7 P
42 1 7 42 X X X X X X X X 8 A
41 2 4 41 X X X X X X 6 C Northbound Southbound Combined Statistics 40 1 1 40 X X 2 E % Over Pace: 8% 12% 29%
39 2 3 39 X X X X X 5 *
38 3 4 38 X X X X X X X 7 * % In Pace: 60% 60% 59%
37 3 2 37 X X X X X 5 *
36 0 1 36 X 1 % Under Pace: 32% 28% 12%
35 1 2 35 X X X 3
34 2 4 34 X X X X X X 6 Average Speed: 44 MPH 42 MPH 43 MPH 33 1 0 33 X 1
32 0 1 32 X 1 Pace Speed: 43 - 52MPH 39 - 48MPH 37 - 46MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed:38 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed:44 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed:51 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS100

Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

21.B

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

HEM054
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 7 134 7 139
12:15 9 111 1 136
12:30 8 102 9 88
12:45 7 124 31 471 5 107 22 470 53 941
01:00 3 110 2 93
01:15 2 113 2 101
01:30 3 125 3 107
01:45 2 111 10 459 2 94 9 395 19 854
02:00 2 113 5 117
02:15 7 125 3 98
02:30 8 128 5 115
02:45 5 112 22 478 4 135 17 465 39 943
03:00 3 129 7 114
03:15 7 139 5 120
03:30 7 135 2 130
03:45 3 126 20 529 12 144 26 508 46 1037
04:00 10 108 13 122
04:15 14 126 14 135
04:30 8 133 16 124
04:45 12 129 44 496 22 126 65 507 109 1003
05:00 12 115 16 141
05:15 14 124 27 118
05:30 16 105 31 108
05:45 33 105 75 449 43 115 117 482 192 931
06:00 27 109 25 119
06:15 24 94 34 110
06:30 32 113 35 129
06:45 45 89 128 405 67 100 161 458 289 863
07:00 104 88 81 72
07:15 112 101 92 81
07:30 68 103 104 80
07:45 80 70 364 362 96 66 373 299 737 661
08:00 76 82 78 64
08:15 72 76 78 50
08:30 55 67 100 53
08:45 69 53 272 278 105 51 361 218 633 496
09:00 74 50 97 37
09:15 80 42 98 33
09:30 93 39 109 35
09:45 88 43 335 174 111 32 415 137 750 311
10:00 83 41 112 24
10:15 90 39 88 22
10:30 96 19 94 18
10:45 91 25 360 124 102 15 396 79 756 203
11:00 106 19 93 11
11:15 91 17 111 6
11:30 91 16 102 15
11:45 113 8 401 60 98 8 404 40 805 100
Total 2062 4285 2062 4285 2366 4058 2366 4058 4428 8343 Combined
Total 6347 6347 6424 6424 12771
AM Peak - 11:00 - - - 09:15 - - - - -
Vol. - 401 - - - 430 - - - - -
P.H.F. 0.887 0.960
PM Peak - - 03:00 - - - 03:30 - - - -
Vol. - - 529 - - - 531 - - - -
P.H.F. 0.951 0.922

Percentag
e 32.5% 67.5% 36.8% 63.2%
ADT/AADT ADT 12,771 AADT 12,771

21.B

Engineering and Traffic Survey for Speed Limits

City of Imperial Beach City of City of

Appendix A63
Kirby Street between Devonshire and Florida

21.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY

63 Radar
Enforceable?
YES

David DiPierro, TE
STC Traffic, Inc.

Street: Kirby St
From: Devonshire Ave To: Florida Ave

Date of Speed Survey: 3/16/2023
Critical Speed (85th) 37 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 93%

Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 14,029
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.52
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

21.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Kirby Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Florida Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:40
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 10:00
39 1 0 39 X 1
38 2 4 38 X X X X X X 6 * Existing
37 9 2 37 X X X X X X X X X X X 11 * Speed Limit: 35 MPH 36 4 9 36 X X X X X X X X X X X X X 13 *
35 7 8 35 X X X X X X X X X X X X X X X 15 P
34 7 6 34 X X X X X X X X X X X X X 13 A
33 4 3 33 X X X X X X X 7 C
32 4 6 32 X X X X X X X X X X 10 E
31 2 5 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 3 5 30 X X X X X X X X 8 * % Over Pace: 8% 0% 2%
29 3 0 29 X X X 3 *
28 3 2 28 X X X X X 5 % In Pace: 92% 96% 93%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 0% 4% 5%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37MPH 30 - 39MPH 29 - 38MPH 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:34 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed:37 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