Hemet City Council
December 12, 2023

20.B

Engineering and Traffic Survey for Speed Limits 39
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Girard Street
48 Menlo Oakland Not Posted 39 34 30-39 74% 35 Post at 35 MPH 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). 49 Oakland Devonshire 30 39 33 28-37 71% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 50 Devonshire Florida 30 38 34 30-39 79% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

Hemet Street
51 Washington Wanda 40 49 43 41-50 64% 40 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 52 Wanda Charlton 35 40 36 30-39 82% 40 Increase to 40 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 53 Charlton Lincoln 35 40 35 32-41 75% 35 No change
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).
54 Lincoln Florida 30 39 35 30-39 72% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

20.B

Engineering and Traffic Survey for Speed Limits 40
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Johnston Avenue
55 Sanderson Kirby 30 35 31 27-36 88% 30 No change
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). 56 Kirby Lyon 35 43 37 30-39 68% 35 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 57 Lyon Palm 30 37 32 28-37 70% 30 No change
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).
58 Palm Gilbert 25 39 35 30-39 76% 35 Increase to 35 MPH 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).

20.B

Engineering and Traffic Survey for Speed Limits 41
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Kirby Street
59 Esplanade Commonwealth 35 42 38 33-42 75% 35 No change 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). 60 Commonwea
lth Fruitvale 35 40 36 32-41 86% 35 No change
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). 61 Fruitvale Menlo 35 44 40 35-44 79% 40 Increase to 40 MPH 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). 62 Menlo Devonshire 45 49 43 37-46 59% 45 No change
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). 63 Devonshire Florida 35 37 34 29-38 93% 35 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 64 Florida Acacia 35 41 36 32-41 81% 40 Increase to 40 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 65 Acacia Johnston 35 47 42 38-47 68% 40 Increase to 40 MPH When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - community park). 66 Johnston Stetson 35 42 37 33-42 81% 35 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - community park).

20.B

Engineering and Traffic Survey for Speed Limits 42
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Lake Street
67 Ramona
Expr. Charlton 35 42 37 32-41 67% 35 No change
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).
68 Charlton Florida 30 39 34 29-38 77% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

Latham Avenue
69 Gilmore Lyon 35 40 34 30-39 71% 35 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average). 70 Lyon Elk 35 43 37 33-42 69% 35 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 71 Elk Palm 30 41 35 30-39 60% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 72 Palm State 30 37 33 28-37 71% 30 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 43
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Lyon Avenue
73 Esplanade Menlo 40 45 40 37-46 69% 40 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 74 Menlo Devonshire 40 43 39 33-42 82% 40 No change
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). 75 Devonshire Latham 35 34 29 26-35 80% 30 Reduce to 30 MPH 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). 76 Latham Florida 25 29 26 21-30 88% 25 No change
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). 77 Florida Acacia 30 40 32 28-37 70% 35 Increase to 35 MPH 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). 78 Acacia Johnston 30/25 41 35 30-39 68% 30 Post at 30 MPH 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); CAMUTCD Section 2B.13, Standard 12ag). 79 Stetson Chambers 40 45 40 35-44 71% 40 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

20.B

Engineering and Traffic Survey for Speed Limits 44
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Menlo Avenue
80 Cawston Sanderson 40 46 40 35-44 69% 40 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(C); CA-MUTCD Section 2B.13, Option 29A.3 (residential density). Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B). 81 Sanderson Kirby 40 49 44 41-50 66% 45 Increase to 45 MPH 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). 82 Kirby Lyon 40 46 41 36-45 77% 45 Increase to 45 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 83 Lyon Palm 40 46 41 38-47 76% 45 Increase to 45 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 84 Palm State 40 44 40 35-44 76% 40 No change
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). 85 State Santa Fe 35 36 32 27-36 75% 35 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 86 Santa Fe San Jacinto 35 39 35 29-38 78% 35 No change 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). 87 San Jacinto Park 35 42 37 34-43 72% 35 No change
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).

Meridian Street
88 Washington Park 45 51 42 38-47 66% 45 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 45
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Millie Drive
89 Eaton Fruitvale 25 31 26 22-31 80% 25 No change
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).

Mustang Way
90 Warren Fisher Not Posted 44 39 33-42 74% 40 Post at 40 MPH 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). 91 Fisher Cawston 40 46 40 36-45 68% 40 No change
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). 92 Cawston Sanderson 35 45 39 34-43 71% 35 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

Oakland Avenue
93 Lyon State 30 43 36 30-39 63% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 94 State San Jacinto 30 37 32 28-37 77% 30 No change
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).
95 San Jacinto Park 35 37 34 28-37 79% 35 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a)

20.B

Engineering and Traffic Survey for Speed Limits 46
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Palm Avenue
96 Esplanade Oakland 40 48 43 37-46 71% 40 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 97 Oakland Florida Not Posted 37 32 28-37 79% 35 Post at 35 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 98 Florida Whittier 35 36 32 27-36 79% 35 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 99 Whittier Stetson 30 38 33 29-38 70% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

Park Avenue
100 North City
Limit (W) Dartmouth 40 47 42 38-47 67% 40 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 101 Dartmouth North City Limits
(E) 40 43 39 34-43 78% 40 No change
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).

Rexford Drive
102 Dusty Mustang 25 28 25 21-30 76% 25 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 47
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
San Jacinto Street
103 Florida Acacia 30 37 33 29-38 73% 30 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average). 104 Acacia Stetson 30 41 36 32-41 76% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

20.B

Engineering and Traffic Survey for Speed Limits 48
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Sanderson Avenue
105 Esplanade Menlo 45 50 44 41-50 69% 45 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 106 Menlo Devonshire 45 50 45 40-49 77% 45 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 107 Devonshire Florida 30 37 31 26-35 75% 35 Increase to 35 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 108 Florida Acacia 30 36 30 27-36 69% 35 Increase to 35 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 109 Acacia Stetson 45 50 44 39-48 70% 45 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 110 Stetson Mustang 45 51 43 38-47 69% 45 No change
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). 111 Mustang Domenigoni 45 51 46 41-50 66% 45 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

20.B

Engineering and Traffic Survey for Speed Limits 49
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Santa Fe Street
112 NCL Oakland 35 36 31 27-36 71% 35 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 113 Devonshire Florida Not Posted 31 27 23-32 79% 25 Post at 25 MPH 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). 114 Florida Acacia Not Posted 37 33 27-36 73% 30 Post at 30 MPH When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average). 115 Acacia Stetson 30 41 35 29-38 64% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

Seattle Street
116 Menlo Cawston 30 37 32 28-37 76% 30 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).

Seven Hills Drive
117 Stetson South End 25 32 29 25-34 89% 25 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 50
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Soboba Street
118 Mountain Berkley 40 49 43 38-47 64% 40 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 119 Berkley Charlton Not Posted
(NB)/40 44 39 35-44 71% 40
Post at 40 MPH
(NB)/ No change
(SB)
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). 120 Charlton Lincoln 35 41 38 34-43 86% 35 No change
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). 121 Lincoln Florida 35 41 37 33-42 78% 35 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 51
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
State Street
122 Esplanade Fruitvale 40 55 47 42-51 49% 50 Increase to 50 MPH When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).
123 Fruitvale Menlo 40 45 40 36-45 79% 40 No change
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). 124 Menlo Oakland 40 42 38 33-42 81% 40 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 125 Oakland Devonshire 40 41 37 32-41 79% 40 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 126 Devonshire Latham 30 35 29 23-32 73% 30 No change
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). 127 Latham Florida 30 NB/
25 SB 34 27 22-31 75% 30 Post at 30 MPH in both directions 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). 128 Florida Acacia 30 35 31 27-36 81% 30 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density). Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).
129 Acacia Central 30 35 31 27-36 73% 30 No change
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). 130 Central Whittier 30 36 33 29-38 86% 30 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).
131 Whittier Johnston 35 39 33 28-37 75% 35 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 52
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
State Street (Continued)
132 Johnston Stetson 35 38 33 28-37 76% 35 No change
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). 133 Stetson Thornton 35 41 36 31-41 79% 35 No change
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). 134 Thornton Rocking A Ranch
Rd
40 NB/45
SB 52 46 41-50 64% 45 Post at 45 MPH
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).
135 Rocking A
Ranch Rd Domenigoni 50 60 57 52-61 67% 55 Increase to 55 MPH When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).
136 Domenigoni Newport 55 59 52 46-55 66% 55 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits 53
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Stetson Avenue
137 Warren Cawston 50 55 50 44-53 67% 50 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 138 Cawston Sanderson 50 49 45 40-49 69% 50 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 139 Sanderson Lyon 45 50 46 41-50 69% 50 Increase to 50 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 140 Lyon Palm 45 46 40 35-44 69% 45 No change Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 141 Palm State 40 41 36 31-40 71% 35 Reduce to 35 MPH
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). 142 State San Jacinto 35 42 38 34-43 80% 35 No change
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).

Thornton Avenue
143 Lyon Palm 35 42 36 31-40 75% 40 Increase to 40 MPH Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of freeflowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) 144 Palm State 35 39 33 30-39 75% 35 No change
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). 145 State Santa Fe 30 39 33 30-39 75% 35 Increase to 35 MPH 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).

20.B

Engineering and Traffic Survey for Speed Limits 54
City Of Hemet

STREET LOCATION
POSTED
SPEED
LIMIT
(MPH)
85TH

PERCENTILE
SPEED
(MPH)
MEDIAN
SPEED
(MPH)
10 MPH
PACE
RANGE

PERCENT
OF

VEHICLES

IN PACE

RECOMMENDED

SPEED LIMIT
(MPH)

RECOMMENDED

ACTION JUSTIFICATIONS
Warren Road
146 Stetson Mustang 45 49 44 39-48 74% 45 No change
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). 147 Mustang Simpson Not Posted 53 47 40-49 63% 50 Post at 50 MPH 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).

Whittier Avenue
148 Lyon Palm 35 41 50 32-41 62% 35 No change
When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).
149 Palm Gilbert 30 40 35 30-39 68% 30 No change
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); CAMUTCD Section 2B.13, Standard 12ag).

Yale Street
150 Park Oakland 35 43 37 32-41 72% 35 No change
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); CAMUTCD Section 2B.13, Standard 12ag). 151 Oakland Devonshire 35 38 35 29-38 79% 35 No change
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). 152 Devonshire Florida 35 38 34 29-38 79% 35 No change
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).

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A Data Package by Segment

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A Reference Table

STUDY SEGMENT APPENDIX

REFERENCE
Acacia Avenue
1 Florida to Sanderson A1
2 Sanderson to Kirby A2
3 Kirby to Lyon A3
4 Lyon to Gilbert A4
5 Gilbert to State A5
6 State to East City Limit A6
Buena Vista Avenue
7 North City Limits to Menlo A7
8 Menlo to Oakland A8
9 Florida to Stetson A9
10 Stetson to Chambers A10
California Avenue
11 Tres Cerritos to Devonshire A11
12 Devonshire to Florida A12
Cawston Avenue
13 Menlo to Devonshire A13
14 Devonshire to Florida A14
15 Stetson to Mustang A15
Columbia Street
16 Park to Devonshire A16
17 Devonshire to Florida A17
Cornell Street
18 Park to Florida A18
Cypress Street
19 Kirby to Wimbledon A19

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of

STUDY SEGMENT APPENDIX

REFERENCE
Devonshire Avenue
20 California to Warren A20
21 Warren to Old Warren A21
22 Old Warren to Cawston A22
23 Cawston to Sanderson A23
24 Sanderson to Kirby A24
25 Kirby to Lyon A25
26 Lyon to State A26
27 State to Thompson A27
28 Santa Fe to San Jacinto A28
29 San Jacinto to Girard A29
30 Girard to Cornell A30
Domenigoni Parkway
31 Winchester to Warren A31
32 Warren to Sanderson A32
33 Sanderson to State A33
Eaton Avenue
34 Cawston to Sanderson A34
35 Sanderson to Kirby A35
36 Kirby to Lyon A36
37 Lyon to Palm A37
Esplanade Avenue
38 Sanderson to Kirby A38
39 Kirby to Lyon A39
40 Lyon to Palm A40
41 Palm to State A41
Fruitvale Avenue
42 Cawston to Sanderson A42
43 Sanderson to Kirby A43
44 Kirby to Lyon A44
Garland Way
45 Kirby to Johnston A45
Gilbert Street
46 Oakland to Florida A46
47 Johnston to Stetson A47

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of

STUDY SEGMENT APPENDIX

REFERENCE
Girard Street
48 Menlo to Oakland A48
49 Oakland to Devonshire A49
50 Devonshire to Florida A50
Hemet Street
51 Washington to Wanda A51
52 Wanda to Charlton A52
53 Charlton to Lincoln A53
54 Lincoln to Florida A54
Johnston Ave
55 Sanderson to Kirby A55
56 Kirby to Lyon A56
57 Lyon to Palm A57
58 Palm to Gilbert A58
Kirby Street
59 Esplanade to Commonwealth A59
60 Commonwealth to Fruitvale A60
61 Fruitvale to Menlo A61
62 Menlo to Devonshire A62
63 Devonshire to Florida A63
64 Florida to Acacia A64
65 Acacia to Johnston A65
66 Johnston to Stetson A66
Lake Street
67 Ramona Expr. to Charlton A67
68 Charlton to Florida A68
Latham Avenue
69 Gilmore to Lyon A69
70 Lyon to Elk A70
71 Elk to Palm A71
72 Palm to State A72

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of

STUDY SEGMENT APPENDIX

REFERENCE
Lyon Avenue
73 Esplanade to Menlo A73
74 Menlo to Devonshire A74
75 Devonshire to Latham A75
76 Latham to Florida A76
77 Florida to Acacia A77
78 Acacia to Johnston A78
79 Stetson to Chambers A79
Menlo Avenue
80 Cawston to Sanderson A80
81 Sanderson to Kirby A81
82 Kirby to Lyon A82
83 Lyon to Palm A83
84 Palm to State A84
85 State to Santa Fe A85
86 Santa Fe to San Jacinto A86
87 San Jacinto to Park A87
Meridian Street
88 Washington to Park A88
Millie Drive
89 Eaton to Fruitvale A89
Mustang Way
90 Warren to Fisher A90
91 Fisher to Cawston A91
92 Cawston to Sanderson A92
Oakland Avenue
93 Lyon to State A93
94 State to San Jacinto A94
95 San Jacinto to Park A95
Palm Avenue
96 Esplanade to Oakland A96
97 Oakland to Florida A97
98 Florida to Whittier A98
99 Whittier to Stetson A99
Park Avenue
100 North City Limit (W) to Dartmouth A100
101 Dartmouth to North City Limit (E) A101

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of

STUDY SEGMENT APPENDIX

REFERENCE
Rexford Drive
102 Dusty Hill to Mustang A102
San Jacinto Street
103 Florida to Acacia A103
104 Acacia to Stetson A104
Sanderson Avenue
105 Esplanade to Menlo A105
106 Menlo to Devonshire A106
107 Devonshire to Florida A107
108 Florida to Acacia A108
109 Acacia to Stetson A109
110 Stetson to Mustang A110
111 Mustang to Domenigoni A111
Santa Fe Street
112 NCL to Oakland A112
113 Devonshire to Florida A113
114 Florida to Acacia A114
115 Acacia to Stetson A115
Seattle Street
116 Menlo to Cawston A116
Seven Hills Drive
117 Stetson to South End A117
Soboba Street
118 Mountain to Berkley A118
119 Berkley to Charlton A119
120 Charlton to Lincoln A120
121 Lincoln to Florida A121

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of

STUDY SEGMENT APPENDIX

REFERENCE
State Street
122 Esplanade to Fruitvale A122
123 Fruitvale to Menlo A123
124 Menlo to Oakland A124
125 Oakland to Devonshire A125
126 Devonshire to Latham A126
127 Latham to Florida A127
128 Florida to Acacia A128
129 Acacia to Central A129
130 Central to Whittier A130
131 Whittier to Johnston A131
132 Johnston to Stetson A132
133 Stetson to Thornton A133
134 Thornton to Rocking A Ranch Rd A134
135 Rocking A Ranch Rd to Domenigoni A135
136 Domenigoni to Newport A136
Stetson Ave
137 Warren to Cawston A137
138 Cawston to Sanderson A138
139 Sanderson to Lyon A139
140 Lyon to Palm A140
141 Palm to State A141
142 State to San Jacinto A142
Thornton Avenue
143 Lyon to Palm A143
144 Palm to State A144
145 State to Santa Fe A145
Warren Road
146 Stetson to Mustang A146
147 Mustang to Simpson A147
Whittier Avenue
148 Lyon to Palm A148
149 Palm to Gilbert A149
Yale Street
150 Park to Oakland A150
151 Oakland to Devonshire A151
152 Devonshire to Florida A152

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A1
Acacia Avenue between Florida and Sanderson

20.B

CITY OF HEMET CITY

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

Street: Acacia Ave
From: Florida Ave To: Sanderson Ave
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 51 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 42-51 MPH
Percent in Pace 72%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.65 miles
Average Daily Traffic: 7,620
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.37
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.

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

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Acacia Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Florida 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 0 0 55 0
54 3 0 54 X X X 3 Time
53 3 0 53 X X X 3 From: 9:00
52 1 1 52 X X 2
51 5 2 51 X X X X X X X 7 * Time
50 3 1 50 X X X X 4 * To: 9:20
49 2 2 49 X X X X 4 *
48 3 6 48 X X X X X X X X X 9 P Existing
47 3 4 47 X X X X X X X 7 A Speed Limit: 45 MPH
46 6 6 46 X X X X X X X X X X X X 12 C
45 1 8 45 X X X X X X X X X 9 E
44 5 4 44 X X X X X X X X X 9 *
43 3 4 43 X X X X X X X 7 *
42 2 2 42 X X X X 4 *
41 3 2 41 X X X X X 5 Eastbound Westbound Combined Statistics 40 0 2 40 X X 2 % Over Pace: 18% 12% 10%
39 1 4 39 X X X X X 5
38 3 0 38 X X X 3 % In Pace: 66% 84% 72%
37 1 2 37 X X X 3
36 0 0 36 0 % Under Pace: 16% 4% 18%
35 0 0 35 0
34 0 0 34 0 Average Speed: 47 MPH 45 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 39 - 48 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 40 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 45 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 53 MPH 48 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
Acacia Avenue
B/ Florida Avenue - Sanderson Avenue
24 Hour Directional Volume Count
HEM001
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 67 4 77
12:15 11 72 5 49
12:30 6 71 4 53
12:45 4 62 31 272 7 74 20 253 51 525
01:00 5 63 5 60
01:15 9 71 3 80
01:30 5 83 3 58
01:45 5 71 24 288 1 63 12 261 36 549
02:00 4 74 1 61
02:15 8 84 2 49
02:30 6 83 7 72
02:45 4 78 22 319 4 62 14 244 36 563
03:00 5 73 2 75
03:15 5 83 7 63
03:30 2 93 20 73
03:45 8 91 20 340 8 76 37 287 57 627
04:00 9 100 17 78
04:15 9 88 27 86
04:30 4 87 31 63
04:45 6 102 28 377 16 53 91 280 119 657
05:00 9 98 28 60
05:15 17 88 31 69
05:30 18 92 31 61
05:45 25 68 69 346 37 58 127 248 196 594
06:00 20 69 32 61
06:15 28 85 35 40
06:30 17 73 49 43
06:45 33 66 98 293 36 29 152 173 250 466
07:00 53 38 50 34
07:15 52 46 53 29
07:30 50 48 52 35
07:45 63 29 218 161 42 25 197 123 415 284
08:00 52 19 32 23
08:15 58 9 40 21
08:30 51 8 48 22
08:45 78 10 239 46 65 20 185 86 424 132
09:00 67 19 53 34
09:15 30 15 43 21
09:30 48 27 39 17
09:45 66 25 211 86 47 6 182 78 393 164
10:00 49 17 48 26
10:15 53 18 45 8
10:30 63 21 50 9
10:45 61 8 226 64 48 10 191 53 417 117
11:00 60 16 46 9
11:15 69 16 56 9
11:30 63 18 39 9
11:45 62 15 254 65 57 4 198 31 452 96
Total 1440 2657 1440 2657 1406 2117 1406 2117 2846 4774 Combined
Total 4097 4097 3523 3523 7620
AM Peak - 08:15 - - - 08:30 - - - - -
Vol. - 254 - - - 209 - - - - -
P.H.F. 0.814 0.804
PM Peak - - 04:45 - - - 03:30 - - - -
Vol. - - 380 - - - 313 - - - -
P.H.F. 0.931 0.910
Percentag
e

35.1% 64.9% 39.9% 60.1%
ADT/AADT ADT 7,620 AADT 7,620

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A2
Acacia Avenue between Sanderson and Kirby

20.B

CITY OF HEMET CITY

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

Street: Acacia Ave
From: Sanderson Ave To: Kirby St
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 48 MPH
50th Percentile 42 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 39-48 MPH
Percent in Pace 69%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.51 miles
Average Daily Traffic: 12,908
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.11
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); CAMUTCD 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

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Acacia 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: 9:20
52 0 0 52 0
51 1 1 51 X X 2 Time
50 0 2 50 X X 2 To: 9:40
49 4 1 49 X X X X X 5
48 5 2 48 X X X X X X X 7 * Existing
47 4 2 47 X X X X X X 6 * Speed Limit: 40 MPH
46 1 1 46 X X 2 *
45 4 2 45 X X X X X X 6 P
44 3 4 44 X X X X X X X 7 A
43 5 4 43 X X X X X X X X X 9 C
42 3 6 42 X X X X X X X X X 9 E
41 5 4 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 1 5 40 X X X X X X 6 * % Over Pace: 2% 12% 9%
39 2 6 39 X X X X X X X X 8 *
38 2 3 38 X X X X X 5 % In Pace: 70% 74% 69%
37 1 1 37 X X 2
36 4 1 36 X X X X X 5 % Under Pace: 28% 14% 22%
35 1 0 35 X 1
34 1 3 34 X X X X 4 Average Speed: 42 MPH 42 MPH 42 MPH 33 2 0 33 X X 2
32 0 2 32 X X 2 Pace Speed: 40 - 49 MPH 38 - 47 MPH 39 - 48 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 38 MPH 36 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: 48 MPH 47 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 TOTALS 100
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

20.B

City of Hemet
Acacia Avenue
B/ Sanderson Avenue - Kirby Street
24 Hour Directional Volume Count
HEM002
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 16 108 5 145
12:15 14 111 7 140
12:30 8 104 6 116
12:45 12 95 50 418 12 136 30 537 80 955
01:00 14 115 9 125
01:15 8 103 7 119
01:30 7 113 6 121
01:45 7 134 36 465 5 121 27 486 63 951
02:00 7 118 3 112
02:15 13 133 7 141
02:30 8 120 5 152
02:45 3 110 31 481 6 145 21 550 52 1031
03:00 12 132 5 119
03:15 3 109 11 123
03:30 5 140 24 132
03:45 11 142 31 523 16 117 56 491 87 1014
04:00 7 130 26 157
04:15 4 123 39 143
04:30 8 118 34 117
04:45 6 140 25 511 41 110 140 527 165 1038
05:00 12 130 40 129
05:15 34 122 58 133
05:30 18 110 58 116
05:45 32 107 96 469 66 96 222 474 318 943
06:00 18 94 62 121
06:15 30 107 51 94
06:30 31 106 54 94
06:45 40 96 119 403 69 72 236 381 355 784
07:00 53 67 74 71
07:15 65 98 70 48
07:30 73 81 77 56
07:45 84 49 275 295 82 51 303 226 578 521
08:00 44 65 79 60
08:15 77 50 96 59
08:30 91 61 87 44
08:45 75 41 287 217 113 38 375 201 662 418
09:00 87 46 98 53
09:15 56 28 76 29
09:30 69 34 78 26
09:45 73 35 285 143 101 23 353 131 638 274
10:00 59 30 106 25
10:15 76 46 98 17
10:30 85 31 117 15
10:45 106 33 326 140 114 20 435 77 761 217
11:00 92 21 101 20
11:15 93 29 106 22
11:30 103 21 111 14
11:45 105 22 393 93 133 10 451 66 844 159
Total 1954 4158 1954 4158 2649 4147 2649 4147 4603 8305 Combined
Total 6112 6112 6796 6796 12908
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 394 - - - 451 - - - - -
P.H.F. 0.929 0.848
PM Peak - - 03:30 - - - 02:15 - - - -
Vol. - - 535 - - - 557 - - - -
P.H.F. 0.942 0.916
Percentag
e

32.0% 68.0% 39.0% 61.0%
ADT/AADT ADT 12,908 AADT 12,908

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A3
Acacia Avenue between Kirby and Lyon

20.B

CITY OF HEMET CITY

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

Street: Acacia Ave
From: Kirby St To: Lyon Ave
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 40 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 31-40 MPH
Percent in Pace 80%
Street Classification: Express Collector
Length of Street Segment: 0.50 miles
Average Daily Traffic: 12,129
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.75
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

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Acacia 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: 10:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:50
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 0 1 46 X 1
45 0 0 45 0
44 0 1 44 X 1
43 1 1 43 X X 2
42 2 2 42 X X X X 4
41 3 1 41 X X X X 4 Eastbound Westbound Combined Statistics 40 0 5 40 X X X X X 5 * % Over Pace: 12% 14% 13%
39 1 4 39 X X X X X 5 *
38 6 7 38 X X X X X X X X X X X X X 13 * % In Pace: 84% 78% 80% 37 4 3 37 X X X X X X X 7 P
36 11 4 36 X X X X X X X X X X X X X X X 15 A % Under Pace: 4% 8% 7% 35 3 4 35 X X X X X X X 7 C
34 6 4 34 X X X X X X X X X X 10 E Average Speed: 36 MPH 37 MPH 36 MPH 33 5 2 33 X X X X X X X 7 *
32 1 3 32 X X X X 4 * Pace Speed: 30 - 39 MPH 31 - 40 MPH 31 - 40 MPH 31 4 3 31 X X X X X X X 7 *
30 1 2 30 X X X 3
29 1 1 29 X X 2 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 1 1 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 38 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 TOTALS 100
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

20.B

City of Hemet
Acacia Avenue
B/ Kirby Street - Lyon Avenue
24 Hour Directional Volume Count
HEM003
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 8 106 10 140
12:15 10 95 4 144
12:30 5 106 5 119
12:45 7 88 30 395 7 121 26 524 56 919
01:00 12 114 4 124
01:15 3 116 2 104
01:30 3 109 7 113
01:45 6 127 24 466 1 101 14 442 38 908
02:00 5 126 3 123
02:15 10 117 6 142
02:30 11 132 3 149
02:45 5 99 31 474 3 116 15 530 46 1004
03:00 7 122 3 141
03:15 4 102 9 117
03:30 5 134 15 124
03:45 10 119 26 477 17 108 44 490 70 967
04:00 4 106 18 160
04:15 6 133 28 127
04:30 5 110 24 120
04:45 11 143 26 492 34 105 104 512 130 1004
05:00 6 102 25 132
05:15 29 102 42 105
05:30 20 101 40 95
05:45 30 105 85 410 58 88 165 420 250 830
06:00 29 83 41 113
06:15 33 83 43 84
06:30 31 86 42 85
06:45 36 85 129 337 58 73 184 355 313 692
07:00 65 70 61 59
07:15 82 80 63 59
07:30 90 67 83 57
07:45 90 63 327 280 77 46 284 221 611 501
08:00 61 61 82 52
08:15 75 42 76 48
08:30 99 56 76 41
08:45 78 44 313 203 95 47 329 188 642 391
09:00 61 57 90 35
09:15 60 35 91 28
09:30 71 43 76 20
09:45 76 28 268 163 88 28 345 111 613 274
10:00 62 38 104 21
10:15 81 38 80 21
10:30 79 27 101 17
10:45 104 23 326 126 110 15 395 74 721 200
11:00 103 17 98 11
11:15 86 19 117 13
11:30 101 15 121 14
11:45 102 18 392 69 107 7 443 45 835 114
Total 1977 3892 1977 3892 2348 3912 2348 3912 4325 7804 Combined
Total 5869 5869 6260 6260 12129
AM Peak - 10:45 - - - 10:45 - - - - -
Vol. - 394 - - - 446 - - - - -
P.H.F. 0.947 0.921
PM Peak - - 01:45 - - - 02:15 - - - -
Vol. - - 502 - - - 548 - - - -
P.H.F. 0.951 0.919
Percentag
e

33.7% 66.3% 37.5% 62.5%
ADT/AADT ADT 12,129 AADT 12,129

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A4
Acacia Avenue between Lyon and Gilbert

20.B

CITY OF HEMET CITY

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

Street: Acacia Ave
From: Lyon Ave To: Gilbert St
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 72%
Street Classification: Express Collector
Length of Street Segment: 0.75 miles
Average Daily Traffic: 9,317
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.44
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds 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

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Acacia 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 1 47 X 1 Date:
46 0 0 46 0
45 0 2 45 X X 2
44 0 1 44 X 1 Time
43 2 2 43 X X X X 4 From: 10:50
42 0 3 42 X X X 3
41 2 1 41 X X X 3 Time
40 0 2 40 X X 2 To: 11:10
39 4 1 39 X X X X X 5 *
38 2 4 38 X X X X X X 6 * Existing
37 2 7 37 X X X X X X X X X 9 * Speed Limit: 35 MPH
36 4 7 36 X X X X X X X X X X X 11 P
35 8 2 35 X X X X X X X X X X 10 A
34 8 3 34 X X X X X X X X X X X 11 C
33 3 2 33 X X X X X 5 E
32 3 2 32 X X X X X 5 *
31 5 2 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 2 1 30 X X X 3 * % Over Pace: 8% 8% 16%
29 0 2 29 X X 2
28 2 3 28 X X X X X 5 % In Pace: 82% 64% 72%
27 1 1 27 X X 2
26 1 1 26 X X 2 % Under Pace: 10% 28% 12%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 34 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 34 - 43 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 42 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
Acacia Avenue
B/ Lyon Avenue - Gilbert Street
24 Hour Directional Volume Count
HEM004
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 91 4 107
12:15 6 82 3 82
12:30 5 82 5 85
12:45 7 83 25 338 3 95 15 369 40 707
01:00 9 72 4 84
01:15 1 81 1 94
01:30 3 86 4 79
01:45 3 99 16 338 2 78 11 335 27 673
02:00 3 122 3 82
02:15 7 98 1 129
02:30 4 98 3 116
02:45 3 92 17 410 0 104 7 431 24 841
03:00 6 77 4 102
03:15 1 75 5 101
03:30 3 90 10 91
03:45 2 105 12 347 13 80 32 374 44 721
04:00 2 97 9 122
04:15 7 94 13 98
04:30 2 94 19 91
04:45 7 105 18 390 23 90 64 401 82 791
05:00 6 94 16 83
05:15 14 84 28 88
05:30 11 91 20 68
05:45 19 85 50 354 28 70 92 309 142 663
06:00 19 63 13 83
06:15 22 65 30 73
06:30 16 88 20 67
06:45 30 80 87 296 39 59 102 282 189 578
07:00 56 52 42 39
07:15 58 65 63 48
07:30 57 58 87 39
07:45 52 53 223 228 77 30 269 156 492 384
08:00 41 45 59 41
08:15 53 31 73 36
08:30 69 39 61 28
08:45 67 40 230 155 87 25 280 130 510 285
09:00 45 52 63 23
09:15 38 31 84 24
09:30 60 35 55 15
09:45 62 19 205 137 84 21 286 83 491 220
10:00 54 25 72 11
10:15 63 13 63 11
10:30 74 15 79 14
10:45 92 13 283 66 63 15 277 51 560 117
11:00 71 10 88 9
11:15 76 16 106 11
11:30 88 9 68 8
11:45 79 10 314 45 81 6 343 34 657 79
Total 1480 3104 1480 3104 1778 2955 1778 2955 3258 6059 Combined
Total 4584 4584 4733 4733 9317
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 327 - - - 343 - - - - -
P.H.F. 0.889 0.809
PM Peak - - 01:45 - - - 02:15 - - - -
Vol. - - 417 - - - 451 - - - -
P.H.F. 0.855 0.874
Percentag
e

32.3% 67.7% 37.6% 62.4%
ADT/AADT ADT 9,317 AADT 9,317

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A5
Acacia Avenue between Gilbert and State

20.B

CITY OF HEMET CITY

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

Street: Acacia Ave
From: Gilbert St To: State St
Date of Speed Survey: 6/14/2023
Critical Speed (85th) 35 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 81%
Street Classification: Express Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 6,216
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.35
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

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Acacia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Gilbert Street - 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 0 44 0 Time
43 0 1 43 X 1 From: 10:15
42 0 0 42 0
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 10:40
39 0 0 39 0
38 0 1 38 X 1 Existing
37 0 3 37 X X X 3 Speed Limit: 30 MPH
36 1 2 36 X X X 3 *
35 3 2 35 X X X X X 5 *
34 1 2 34 X X X 3 *
33 2 5 33 X X X X X X X 7 P
32 7 4 32 X X X X X X X X X X X 11 A
31 2 2 31 X X X X 4 C Eastbound Westbound Combined Statistics 30 6 10 30 X X X X X X X X X X X X X X X X 16 E % Over Pace: 6% 16% 10% 29 5 6 29 X X X X X X X X X X X 11 *
28 8 3 28 X X X X X X X X X X X 11 * % In Pace: 84% 80% 81% 27 6 4 27 X X X X X X X X X X 10 *
26 2 1 26 X X X 3 % Under Pace: 10% 4% 9%
25 1 1 25 X X 2
24 2 0 24 X X 2 Average Speed: 30 MPH 32 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 1 0 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 30 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
Acacia Avenue
B/ Gilbert Street - State Street
24 Hour Directional Volume Count
HEM005
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 4 57 6 67
12:15 3 47 5 61
12:30 2 66 2 57
12:45 3 63 12 233 2 47 15 232 27 465
01:00 1 52 1 59
01:15 1 58 5 50
01:30 2 56 0 57
01:45 2 73 6 239 2 50 8 216 14 455
02:00 0 67 3 51
02:15 2 62 2 49
02:30 1 79 1 49
02:45 1 58 4 266 1 64 7 213 11 479
03:00 2 68 3 60
03:15 4 80 4 41
03:30 2 83 3 73
03:45 0 78 8 309 2 50 12 224 20 533
04:00 3 74 3 56
04:15 0 66 6 49
04:30 2 89 6 63
04:45 5 71 10 300 13 63 28 231 38 531
05:00 2 75 13 61
05:15 9 68 11 45
05:30 6 57 23 68
05:45 9 73 26 273 20 28 67 202 93 475
06:00 11 60 11 50
06:15 13 64 35 37
06:30 23 47 24 36
06:45 14 61 61 232 21 33 91 156 152 388
07:00 23 24 36 52
07:15 28 68 31 35
07:30 23 25 39 38
07:45 28 41 102 158 26 31 132 156 234 314
08:00 26 26 39 34
08:15 26 48 47 27
08:30 37 36 34 29
08:45 42 34 131 144 46 22 166 112 297 256
09:00 28 33 38 26
09:15 40 32 25 12
09:30 39 28 45 18
09:45 42 21 149 114 37 11 145 67 294 181
10:00 43 22 44 11
10:15 53 18 51 7
10:30 50 18 42 6
10:45 41 9 187 67 51 7 188 31 375 98
11:00 54 8 54 7
11:15 67 15 49 6
11:30 39 6 60 4
11:45 52 7 212 36 53 5 216 22 428 58
Total 908 2371 908 2371 1075 1862 1075 1862 1983 4233
Combined
Total 3279 3279 2937 2937 6216
AM Peak - 10:30 - - - 11:00 - - - - -
Vol. - 212 - - - 216 - - - - -
P.H.F. 0.791 0.900
PM Peak - - 03:15 - - - 02:45 - - - -
Vol. - - 315 - - - 238 - - - -
P.H.F. 0.949 0.815
Percentag
e

27.7% 72.3% 36.6% 63.4%
ADT/AADT ADT 6,216 AADT 6,216

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A6
Acacia Avenue between State and East City Limit

20.B

CITY OF HEMET CITY

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

Street: Acacia Ave
From: State St To: East City Limit
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 34 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 25-34 MPH
Percent in Pace 83%
Street Classification: Collector
Length of Street Segment: 0.81 miles
Average Daily Traffic: 6,108
Total Accidents: 12
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.22
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CAMUTCD 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 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

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Acacia Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - East City Limit
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:30
39 0 2 39 X X 2
38 0 1 38 X 1 Existing
37 1 0 37 X 1 Speed Limit: 30 MPH
36 0 3 36 X X X 3
35 1 2 35 X X X 3
34 2 4 34 X X X X X X 6 *
33 2 6 33 X X X X X X X X 8 *
32 6 5 32 X X X X X X X X X X X 11 *
31 8 5 31 X X X X X X X X X X X X X 13 P Eastbound Westbound Combined Statistics 30 4 7 30 X X X X X X X X X X X 11 A % Over Pace: 8% 6% 10% 29 9 3 29 X X X X X X X X X X X X 12 C
28 2 4 28 X X X X X X 6 E % In Pace: 90% 84% 83%
27 3 3 27 X X X X X X 6 *
26 3 2 26 X X X X X 5 * % Under Pace: 2% 10% 7%
25 4 1 25 X X X X X 5 *
24 4 1 24 X X X X X 5 Average Speed: 29 MPH 31 MPH 30 MPH 23 0 1 23 X 1
22 1 0 22 X 1 Pace Speed: 24 - 33 MPH 27 - 36 MPH 25 - 34 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 27 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: 32 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 TOTALS 100
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

20.B

City of Hemet
Acacia Avenue
B/ State Street - East City Limits
24 Hour Directional Volume Count
HEM006
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 5 46 2 60
12:15 3 39 3 42
12:30 4 34 2 57
12:45 2 48 14 167 3 54 10 213 24 380
01:00 3 41 2 59
01:15 2 73 3 53
01:30 0 68 0 53
01:45 1 63 6 245 1 56 6 221 12 466
02:00 6 56 1 62
02:15 1 56 3 71
02:30 3 70 2 71
02:45 1 69 11 251 1 46 7 250 18 501
03:00 2 60 2 54
03:15 2 58 4 64
03:30 3 70 9 53
03:45 1 52 8 240 5 67 20 238 28 478
04:00 0 57 6 81
04:15 2 66 4 56
04:30 1 64 11 59
04:45 3 88 6 275 5 53 26 249 32 524
05:00 2 86 11 71
05:15 6 66 14 50
05:30 7 62 16 48
05:45 10 63 25 277 16 35 57 204 82 481
06:00 6 51 16 50
06:15 13 48 18 45
06:30 19 57 24 35
06:45 24 50 62 206 36 42 94 172 156 378
07:00 39 36 39 27
07:15 53 41 68 35
07:30 38 47 60 25
07:45 39 23 169 147 78 27 245 114 414 261
08:00 33 41 50 24
08:15 34 21 47 18
08:30 43 26 60 13
08:45 41 27 151 115 74 7 231 62 382 177
09:00 30 19 46 13
09:15 29 16 49 15
09:30 36 21 40 13
09:45 25 9 120 65 60 13 195 54 315 119
10:00 39 17 46 11
10:15 40 14 47 11
10:30 52 12 47 6
10:45 47 8 178 51 47 9 187 37 365 88
11:00 47 5 59 8
11:15 34 4 53 7
11:30 38 7 53 5
11:45 52 4 171 20 50 1 215 21 386 41
Total 921 2059 921 2059 1293 1835 1293 1835 2214 3894
Combined
Total 2980 2980 3128 3128 6108
AM Peak - 10:15 - - - 07:15 - - - - -
Vol. - 186 - - - 256 - - - - -
P.H.F. 0.894 0.821
PM Peak - - 04:15 - - - 03:15 - - - -
Vol. - - 304 - - - 265 - - - -
P.H.F. 0.864 0.818
Percentag
e

30.9% 69.1% 41.3% 58.7%
ADT/AADT ADT 6,108 AADT 6,108

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A7
Buena Vista Avenue between North City Limits and Menlo

20.B

CITY OF HEMET CITY

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

Street: Buena Vista St
From: North City Limit To: Menlo Ave
Date of Speed Survey: 3/2/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 78%
Street Classification: Collector
Length of Street Segment: 0.74 miles
Average Daily Traffic: 2,200
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.12
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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Buena Vista Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: North City Limit - Menlo 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 2 43 X X 2 From: 12:55
42 2 3 42 X X X X X 5
41 2 4 41 X X X X X X 6 Time
40 2 1 40 X X X 3 To: 1:15
39 0 2 39 X X 2
38 7 1 38 X X X X X X X X 8 * Existing
37 5 6 37 X X X X X X X X X X X 11 * Speed Limit: 30 MPH 36 3 8 36 X X X X X X X X X X X 11 *
35 7 4 35 X X X X X X X X X X X 11 P
34 7 6 34 X X X X X X X X X X X X X 13 A
33 1 4 33 X X X X X 5 C
32 6 1 32 X X X X X X X 7 E
31 2 3 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 2 1 30 X X X 3 * % Over Pace: 14% 4% 19%
29 1 3 29 X X X X 4 *
28 1 0 28 X 1 % In Pace: 82% 78% 78%
27 0 0 27 0
26 1 1 26 X X 2 % Under Pace: 4% 18% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 33 - 42 MPH 29 - 38 MPH 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 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 41 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 TOTALS 100
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

20.B

City of Hemet
Buena Vista Street
B/ North City Limits - Menlo Avenue
24 Hour Directional Volume Count
HEM007
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 15 4 13
12:15 5 17 3 14
12:30 1 12 1 9
12:45 2 15 13 59 1 20 9 56 22 115
01:00 0 7 1 24
01:15 1 19 1 14
01:30 1 18 4 10
01:45 2 17 4 61 0 20 6 68 10 129
02:00 4 15 0 21
02:15 1 14 0 14
02:30 2 22 2 21
02:45 0 9 7 60 1 17 3 73 10 133
03:00 2 20 1 18
03:15 1 15 1 18
03:30 2 20 2 18
03:45 1 21 6 76 7 21 11 75 17 151
04:00 1 24 3 30
04:15 1 17 7 17
04:30 1 30 1 16
04:45 5 20 8 91 4 21 15 84 23 175
05:00 3 28 12 20
05:15 1 26 10 18
05:30 1 16 3 17
05:45 1 22 6 92 5 36 30 91 36 183
06:00 13 27 13 15
06:15 4 22 12 20
06:30 6 27 13 16
06:45 8 18 31 94 18 15 56 66 87 160
07:00 9 19 11 22
07:15 9 38 26 11
07:30 19 22 27 23
07:45 16 8 53 87 23 23 87 79 140 166
08:00 13 8 14 3
08:15 14 22 14 9
08:30 14 16 23 15
08:45 8 8 49 54 11 6 62 33 111 87
09:00 13 12 12 15
09:15 12 12 16 35
09:30 18 11 15 5
09:45 9 3 52 38 7 5 50 60 102 98
10:00 10 2 25 1
10:15 7 6 10 8
10:30 8 9 9 4
10:45 13 5 38 22 13 3 57 16 95 38
11:00 9 6 10 4
11:15 7 7 9 6
11:30 16 1 11 1
11:45 9 6 41 20 10 0 40 11 81 31
Total 308 754 308 754 426 712 426 712 734 1466
Combined
Total 1062 1062 1138 1138 2200
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 62 - - - 90 - - - - -
P.H.F. 0.816 0.833
PM Peak - - 04:30 - - - 05:00 - - - -
Vol. - - 104 - - - 91 - - - -
P.H.F. 0.867 0.632
Percentag
e

29.0% 71.0% 37.4% 62.6%
ADT/AADT ADT 2,200 AADT 2,200

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A8
Buena Vista Avenue between Menlo and Oakland

20.B

CITY OF HEMET CITY

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

Street: Buena Vista St
From: Menlo Ave To: Oakland Ave
Date of Speed Survey: 3/2/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 31-40 MPH
Percent in Pace 75%
Street Classification: Collector
Length of Street Segment: 0.25 miles
Average Daily Traffic: 3,654
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.00
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Buena Vista 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 1 0 46 X 1
45 2 1 45 X X X 3
44 0 3 44 X X X 3 Time
43 1 1 43 X X 2 From: 1:15
42 2 1 42 X X X 3
41 0 1 41 X 1 Time
40 2 4 40 X X X X X X 6 * To: 1:35
39 4 4 39 X X X X X X X X 8 *
38 2 4 38 X X X X X X 6 * Existing
37 5 4 37 X X X X X X X X X 9 P Speed Limit: 35 MPH
36 3 5 36 X X X X X X X X 8 A
35 4 3 35 X X X X X X X 7 C
34 5 3 34 X X X X X X X X 8 E
33 4 2 33 X X X X X X 6 *
32 4 7 32 X X X X X X X X X X X 11 *
31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 12% 14% 13%
29 4 1 29 X X X X X 5
28 1 2 28 X X X 3 % In Pace: 72% 78% 75%
27 1 0 27 X 1
26 1 0 26 X 1 % Under Pace: 16% 8% 12%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 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 TOTALS 100
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

20.B

City of Hemet
Buena Vista Street
B/ Menlo Avenue - Oakland Avenue
24 Hour Directional Volume Count
HEM008
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 32 3 22
12:15 4 31 2 29
12:30 1 30 1 35
12:45 2 22 8 115 1 24 7 110 15 225
01:00 3 18 2 38
01:15 0 32 0 29
01:30 1 32 1 26
01:45 2 27 6 109 0 19 3 112 9 221
02:00 3 29 0 33
02:15 1 36 1 38
02:30 2 40 1 42
02:45 0 32 6 137 1 37 3 150 9 287
03:00 3 37 3 40
03:15 0 35 3 30
03:30 0 37 5 44
03:45 4 36 7 145 2 44 13 158 20 303
04:00 5 49 3 31
04:15 8 36 1 37
04:30 5 42 1 59
04:45 6 29 24 156 2 46 7 173 31 329
05:00 6 42 6 43
05:15 5 25 7 30
05:30 8 31 6 25
05:45 9 31 28 129 6 46 25 144 53 273
06:00 17 41 16 21
06:15 10 29 9 29
06:30 15 24 11 25
06:45 17 34 59 128 17 24 53 99 112 227
07:00 18 18 28 25
07:15 40 32 31 14
07:30 43 29 46 18
07:45 40 13 141 92 29 13 134 70 275 162
08:00 34 14 32 7
08:15 19 25 23 10
08:30 25 15 32 14
08:45 38 15 116 69 34 17 121 48 237 117
09:00 16 20 30 8
09:15 21 15 22 15
09:30 25 10 28 11
09:45 20 11 82 56 29 10 109 44 191 100
10:00 25 4 23 3
10:15 11 6 31 7
10:30 23 7 27 7
10:45 29 1 88 18 22 5 103 22 191 40
11:00 23 1 30 4
11:15 20 2 22 4
11:30 20 6 20 5
11:45 29 4 92 13 31 6 103 19 195 32
Total 657 1167 657 1167 681 1149 681 1149 1338 2316
Combined
Total 1824 1824 1830 1830 3654
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 157 - - - 138 - - - - -
P.H.F. 0.913 0.750
PM Peak - - 03:45 - - - 04:15 - - - -
Vol. - - 163 - - - 185 - - - -
P.H.F. 0.832 0.784
Percentag
e

36.0% 64.0% 37.2% 62.8%
ADT/AADT ADT 3,654 AADT 3,654

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A9
Buena Vista Avenue between Florida and Stetson

20.B

CITY OF HEMET CITY

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

Street: Buena Vista St
From: Florida Ave To: Stetson Ave
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 40 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 31-40 MPH
Percent in Pace 69%
Street Classification: Collector
Length of Street Segment: 1.26 miles
Average Daily Traffic: 6,485
Total Accidents: 13
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.45
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)(1)(C); CA-MUTCD Section 2B.13, Option 29A.3 (residential density). Safety of bicyclists and pedestrians, vulnerable pedestrian groups - church (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B) and Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds and conditions 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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Buena Vista Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida 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 3 0 46 X X X 3
45 1 0 45 X 1
44 0 0 44 0 Time
43 1 2 43 X X X 3 From: 11:30
42 3 1 42 X X X X 4
41 0 3 41 X X X 3 Time
40 1 3 40 X X X X 4 * To: 11:50
39 2 3 39 X X X X X 5 *
38 3 2 38 X X X X X 5 * Existing
37 1 5 37 X X X X X X 6 P Speed Limit: 35 MPH
36 5 3 36 X X X X X X X X 8 A
35 6 1 35 X X X X X X X 7 C
34 2 5 34 X X X X X X X 7 E
33 2 4 33 X X X X X X 6 *
32 9 2 32 X X X X X X X X X X X 11 *
31 8 2 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 0 4 30 X X X X 4 % Over Pace: 16% 6% 14%
29 0 2 29 X X 2
28 0 2 28 X X 2 % In Pace: 78% 62% 69%
27 0 2 27 X X 2
26 3 0 26 X X X 3 % Under Pace: 6% 32% 17%
25 0 2 25 X X 2
24 0 1 24 X 1 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 31 - 40 MPH 32 - 41 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 28 MPH 30 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: 42 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 TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

20.B

City of Hemet
Buena Vista Street
B/ Florida Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM009
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 57 4 85
12:15 5 48 3 70
12:30 6 63 1 41
12:45 2 54 17 222 4 49 12 245 29 467
01:00 6 55 3 50
01:15 5 51 6 54
01:30 1 46 4 42
01:45 3 53 15 205 2 45 15 191 30 396
02:00 2 59 2 45
02:15 0 55 2 49
02:30 1 79 2 72
02:45 0 94 3 287 3 66 9 232 12 519
03:00 2 61 1 69
03:15 5 59 4 63
03:30 3 72 5 68
03:45 4 77 14 269 10 64 20 264 34 533
04:00 8 57 3 69
04:15 5 75 9 63
04:30 9 57 5 76
04:45 10 67 32 256 8 61 25 269 57 525
05:00 8 62 10 67
05:15 13 82 13 74
05:30 17 60 9 65
05:45 26 66 64 270 16 52 48 258 112 528
06:00 17 40 20 44
06:15 25 38 17 46
06:30 41 45 21 39
06:45 59 49 142 172 25 51 83 180 225 352
07:00 73 42 48 35
07:15 91 39 59 35
07:30 84 35 60 23
07:45 97 33 345 149 45 29 212 122 557 271
08:00 57 22 44 23
08:15 38 27 43 16
08:30 61 24 45 17
08:45 63 7 219 80 46 22 178 78 397 158
09:00 46 20 40 19
09:15 50 12 34 20
09:30 39 13 46 13
09:45 54 11 189 56 33 10 153 62 342 118
10:00 38 8 31 14
10:15 47 2 30 11
10:30 52 12 35 12
10:45 49 7 186 29 34 9 130 46 316 75
11:00 48 8 36 11
11:15 43 13 57 7
11:30 41 4 45 4
11:45 61 6 193 31 42 6 180 28 373 59
Total 1419 2026 1419 2026 1065 1975 1065 1975 2484 4001 Combined
Total 3445 3445 3040 3040 6485
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 345 - - - 212 - - - - -
P.H.F. 0.889 0.883
PM Peak - - 02:30 - - - 04:30 - - - -
Vol. - - 293 - - - 278 - - - -
P.H.F. 0.779 0.914
Percentag
e

41.2% 58.8% 35.0% 65.0%
ADT/AADT ADT 6,485 AADT 6,485

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A10
Buena Vista Avenue between Stetson and Chambers

20.B

CITY OF HEMET CITY

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

Street: Buena Vista St
From: Stetson Ave To: Chambers 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 32-41 MPH
Percent in Pace 67%
Street Classification: Collector
Length of Street Segment: 0.43 miles
Average Daily Traffic: 6,204
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.03
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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Buena Vista Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Stetson Avenue - Chambers 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: 11:50
42 1 0 42 X 1
41 2 3 41 X X X X X 5 * Time
40 2 2 40 X X X X 4 * To: 12:15
39 4 3 39 X X X X X X X 7 *
38 2 8 38 X X X X X X X X X X 10 P Existing
37 0 1 37 X 1 A Speed Limit: 30 MPH
36 5 6 36 X X X X X X X X X X X 11 C
35 5 4 35 X X X X X X X X X 9 E
34 4 3 34 X X X X X X X 7 *
33 3 5 33 X X X X X X X X 8 *
32 4 1 32 X X X X X 5 *
31 1 0 31 X 1 Northbound Southbound Combined Statistics 30 3 1 30 X X X X 4 % Over Pace: 22% 0% 1%
29 5 3 29 X X X X X X X X 8
28 3 2 28 X X X X X 5 % In Pace: 68% 72% 67%
27 1 1 27 X X 2
26 3 3 26 X X X X X X 6 % Under Pace: 10% 28% 32%
25 1 0 25 X 1
24 1 2 24 X X X 3 Average Speed: 33 MPH 34 MPH 33 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 27 - 36 MPH 32 - 41 MPH 32 - 41 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 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 TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

20.B

City of Hemet
Buena Vista Street
B/ Stetson Avenue - Chambers Street
24 Hour Directional Volume Count
HEM010
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/12/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 40 4 47
12:15 8 68 2 42
12:30 9 39 3 37
12:45 4 38 25 185 2 34 11 160 36 345
01:00 1 45 4 38
01:15 5 53 3 47
01:30 3 42 7 30
01:45 6 73 15 213 1 40 15 155 30 368
02:00 1 45 1 42
02:15 2 55 2 47
02:30 1 96 3 43
02:45 1 59 5 255 4 58 10 190 15 445
03:00 2 75 5 49
03:15 4 52 8 51
03:30 4 68 14 37
03:45 2 86 12 281 13 48 40 185 52 466
04:00 1 80 13 46
04:15 5 76 22 44
04:30 3 61 25 56
04:45 6 92 15 309 21 61 81 207 96 516
05:00 6 73 24 73
05:15 6 89 33 62
05:30 4 103 35 50
05:45 10 78 26 343 25 51 117 236 143 579
06:00 9 68 43 37
06:15 24 46 43 48
06:30 22 69 36 38
06:45 44 60 99 243 36 29 158 152 257 395
07:00 50 43 51 22
07:15 64 52 68 27
07:30 72 38 54 24
07:45 48 38 234 171 47 16 220 89 454 260
08:00 59 37 52 17
08:15 59 25 59 10
08:30 63 49 44 23
08:45 58 33 239 144 41 12 196 62 435 206
09:00 45 28 30 13
09:15 44 25 35 13
09:30 33 20 42 9
09:45 41 22 163 95 36 11 143 46 306 141
10:00 32 21 31 9
10:15 20 12 38 7
10:30 29 17 33 4
10:45 31 9 112 59 33 7 135 27 247 86
11:00 31 4 31 6
11:15 44 12 26 5
11:30 42 5 34 4
11:45 35 7 152 28 39 1 130 16 282 44
Total 1097 2326 1097 2326 1256 1525 1256 1525 2353 3851 Combined
Total 3423 3423 2781 2781 6204
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 243 - - - 221 - - - - -
P.H.F. 0.844 0.813
PM Peak - - 04:45 - - - 04:30 - - - -
Vol. - - 357 - - - 252 - - - -
P.H.F. 0.867 0.863
Percentag
e

32.0% 68.0% 45.2% 54.8%
ADT/AADT ADT 6,204 AADT 6,204

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A11
California Avenue between Tres Cerritos and Devonshire

20.B

CITY OF HEMET CITY

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

Street: California Ave
From: Tres Cerritos Ave To: Devonshire Ave
Date of Speed Survey: 3/2/2023
Critical Speed (85th) 46 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 61%
Street Classification: Collector
Length of Street Segment: 0.50 miles
Average Daily Traffic: 1,089
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.68
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).

Consistent with speed limit set by County.

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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: California Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Tres Cerritos Avenue - Devonshire Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:20
52 0 2 52 X X 2
51 1 1 51 X X 2 Time
50 1 0 50 X 1 To: 11:10
49 0 0 49 0
48 0 3 48 X X X 3 Existing
47 1 2 47 X X X 3 Speed Limit: 45 MPH
46 1 4 46 X X X X X 5
45 2 5 45 X X X X X X X 7 *
44 2 2 44 X X X X 4 *
43 4 2 43 X X X X X X 6 *
42 3 1 42 X X X X 4 P
41 5 1 41 X X X X X X 6 A Northbound Southbound Combined Statistics 40 1 3 40 X X X X 4 C % Over Pace: 16% 24% 16%
39 8 4 39 X X X X X X X X X X X X 12 E
38 3 2 38 X X X X X 5 * % In Pace: 70% 58% 61%
37 2 4 37 X X X X X X 6 *
36 2 5 36 X X X X X X X 7 * % Under Pace: 14% 18% 23%
35 3 1 35 X X X X 4
34 4 2 34 X X X X X X 6 Average Speed: 39 MPH 41 MPH 40 MPH 33 2 2 33 X X X X 4
32 3 1 32 X X X X 4 Pace Speed: 34 - 43 MPH 36 - 45 MPH 36 - 45 MPH 31 0 1 31 X 1
30 0 1 30 X 1
29 1 0 29 X 1 15th Percentile / Critical Speed: 34 MPH 34 MPH 34 MPH 28 0 1 28 X 1
27 1 0 27 X 1 50th Percentile / Critical Speed: 39 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 47 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
California Avenue
B/ Tres Cerritos Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM011
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 7 0 6
12:15 0 4 0 7
12:30 0 6 1 13
12:45 0 3 1 20 0 8 1 34 2 54
01:00 1 6 0 7
01:15 0 10 1 8
01:30 0 7 0 12
01:45 0 13 1 36 1 6 2 33 3 69
02:00 0 12 0 10
02:15 1 11 0 12
02:30 0 13 2 8
02:45 1 15 2 51 0 7 2 37 4 88
03:00 0 10 0 13
03:15 0 13 0 11
03:30 0 12 0 8
03:45 0 8 0 43 0 14 0 46 0 89
04:00 0 13 0 17
04:15 0 13 1 14
04:30 1 11 5 18
04:45 1 18 2 55 2 6 8 55 10 110
05:00 1 5 0 6
05:15 2 9 2 11
05:30 2 12 8 12
05:45 3 10 8 36 2 10 12 39 20 75
06:00 3 6 4 6
06:15 1 11 5 8
06:30 3 7 4 4
06:45 5 10 12 34 8 11 21 29 33 63
07:00 3 3 7 2
07:15 6 7 4 5
07:30 7 7 13 2
07:45 4 9 20 26 11 1 35 10 55 36
08:00 7 3 9 5
08:15 8 5 6 2
08:30 10 2 5 2
08:45 2 3 27 13 13 6 33 15 60 28
09:00 10 6 9 13
09:15 11 5 7 7
09:30 5 4 8 4
09:45 4 3 30 18 9 4 33 28 63 46
10:00 13 3 11 6
10:15 11 2 7 3
10:30 5 3 10 1
10:45 10 2 39 10 10 2 38 12 77 22
11:00 10 2 8 2
11:15 10 3 11 0
11:30 8 1 5 0
11:45 9 1 37 7 11 1 35 3 72 10
Total 179 349 179 349 220 341 220 341 399 690
Combined
Total 528 528 561 561 1089
AM Peak - 10:00 - - - 07:30 - - - - -
Vol. - 39 - - - 39 - - - - -
P.H.F. 0.750 0.750
PM Peak - - 04:00 - - - 03:45 - - - -
Vol. - - 55 - - - 63 - - - -
P.H.F. 0.764 0.875
Percentag
e

33.9% 66.1% 39.2% 60.8%
ADT/AADT ADT 1,089 AADT 1,089

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A12
California Avenue between Devonshire and Florida

20.B

CITY OF HEMET CITY

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

Street: California Ave
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 3/2/2023
Critical Speed (85th) 52 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 43-52 MPH
Percent in Pace 72%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 miles
Average Daily Traffic: 7,811
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.94
California Statewide Accidents Rate (MVM): 1.05
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

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

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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: California Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Devonshire Avenue - Florida Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 1 56 X X 2
55 0 1 55 X 1
54 0 0 54 0 Time
53 2 0 53 X X 2 From: 11:10
52 5 6 52 X X X X X X X X X X X 11 *
51 1 4 51 X X X X X 5 * Time
50 2 1 50 X X X 3 * To: 11:30
49 2 5 49 X X X X X X X 7 P
48 2 5 48 X X X X X X X 7 A Existing
47 2 7 47 X X X X X X X X X 9 C Speed Limit: 45 MPH
46 7 2 46 X X X X X X X X X 9 E
45 3 4 45 X X X X X X X 7 *
44 3 4 44 X X X X X X X 7 *
43 5 2 43 X X X X X X X 7 *
42 5 2 42 X X X X X X X 7
41 3 1 41 X X X X 4 Northbound Southbound Combined Statistics 40 0 0 40 0 % Over Pace: 18% 4% 5%
39 4 1 39 X X X X X 5
38 2 0 38 X X 2 % In Pace: 68% 80% 72%
37 0 2 37 X X 2
36 0 1 36 X 1 % Under Pace: 14% 16% 23%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 45 MPH 47 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 41 - 50 MPH 43 - 52 MPH 43 - 52 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 42 MPH 41 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: 52 MPH 52 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 TOTALS 100
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

20.B

City of Hemet
California Avenue
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM012
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 47 8 57
12:15 3 51 8 64
12:30 4 56 4 54
12:45 3 40 12 194 4 57 24 232 36 426
01:00 2 43 4 66
01:15 4 44 4 70
01:30 3 49 5 66
01:45 7 55 16 191 3 74 16 276 32 467
02:00 2 57 6 60
02:15 4 47 6 71
02:30 1 67 6 61
02:45 3 59 10 230 2 90 20 282 30 512
03:00 4 54 9 84
03:15 2 64 12 76
03:30 2 73 19 94
03:45 6 65 14 256 14 82 54 336 68 592
04:00 6 66 28 95
04:15 5 75 30 87
04:30 5 87 44 91
04:45 6 85 22 313 28 79 130 352 152 665
05:00 14 64 32 87
05:15 24 70 40 100
05:30 20 74 61 85
05:45 20 72 78 280 56 90 189 362 267 642
06:00 36 67 68 60
06:15 39 54 79 63
06:30 40 50 84 48
06:45 52 53 167 224 80 40 311 211 478 435
07:00 57 31 88 38
07:15 51 43 86 31
07:30 46 33 94 35
07:45 47 45 201 152 76 26 344 130 545 282
08:00 49 27 79 26
08:15 52 36 88 22
08:30 47 27 56 23
08:45 40 25 188 115 65 20 288 91 476 206
09:00 51 25 63 26
09:15 37 22 57 25
09:30 45 14 61 20
09:45 34 24 167 85 46 12 227 83 394 168
10:00 36 21 51 12
10:15 37 18 40 15
10:30 25 15 64 18
10:45 38 10 136 64 51 12 206 57 342 121
11:00 39 15 64 11
11:15 52 7 57 14
11:30 44 7 64 8
11:45 40 6 175 35 45 2 230 35 405 70
Total 1186 2139 1186 2139 2039 2447 2039 2447 3225 4586 Combined
Total 3325 3325 4486 4486 7811
AM Peak - 06:45 - - - 06:45 - - - - -
Vol. - 206 - - - 348 - - - - -
P.H.F. 0.904 0.926
PM Peak - - 04:00 - - - 05:00 - - - -
Vol. - - 313 - - - 362 - - - -
P.H.F. 0.899 0.905
Percentag
e

35.7% 64.3% 45.5% 54.5%
ADT/AADT ADT 7,811 AADT 7,811

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A13
Cawston Avenue between Menlo and Devonshire

20.B

CITY OF HEMET CITY

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

Street: Cawston Ave
From: Menlo Ave To: Devonshire Ave
Date of Speed Survey: 3/2/2023
Critical Speed (85th) 45 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 68%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,515
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.21
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cawston Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Menlo Avenue - Devonshire Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 11:50
49 2 1 49 X X X 3
48 0 2 48 X X 2 Existing
47 1 2 47 X X X 3 Speed Limit: 30 MPH
46 2 3 46 X X X X X 5
45 1 1 45 X X 2
44 3 1 44 X X X X 4
43 2 1 43 X X X 3
42 5 1 42 X X X X X X 6 *
41 5 1 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 * % Over Pace: 22% 26% 23%
39 0 6 39 X X X X X X 6 P
38 6 2 38 X X X X X X X X 8 A % In Pace: 72% 68% 68%
37 4 6 37 X X X X X X X X X X 10 C
36 1 4 36 X X X X X 5 E % Under Pace: 6% 6% 9%
35 3 4 35 X X X X X X X 7 *
34 6 3 34 X X X X X X X X X 9 * Average Speed: 39 MPH 38 MPH 39 MPH 33 4 3 33 X X X X X X X 7 *
32 1 3 32 X X X X 4 Pace Speed: 33 - 42 MPH 32 - 41 MPH 33 - 42 MPH 31 1 1 31 X X 2
30 0 1 30 X 1
29 1 0 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: 38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 46 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
Cawston Avenue
B/ Menlo Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM013
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 54 4 62
12:15 8 54 4 67
12:30 1 44 5 60
12:45 3 49 16 201 6 65 19 254 35 455
01:00 1 63 3 56
01:15 5 49 3 81
01:30 0 76 2 62
01:45 4 73 10 261 0 46 8 245 18 506
02:00 1 73 1 45
02:15 0 54 4 134
02:30 1 64 6 92
02:45 1 59 3 250 5 78 16 349 19 599
03:00 2 69 2 72
03:15 0 93 4 81
03:30 4 112 4 109
03:45 3 101 9 375 9 134 19 396 28 771
04:00 3 74 16 144
04:15 4 75 16 104
04:30 1 98 14 94
04:45 5 77 13 324 17 103 63 445 76 769
05:00 7 111 25 104
05:15 3 92 29 95
05:30 11 87 22 106
05:45 15 88 36 378 32 83 108 388 144 766
06:00 12 73 43 67
06:15 19 62 35 66
06:30 31 61 45 49
06:45 66 49 128 245 58 54 181 236 309 481
07:00 93 55 82 44
07:15 116 52 125 40
07:30 48 48 118 30
07:45 56 40 313 195 93 35 418 149 731 344
08:00 106 47 108 23
08:15 77 40 129 18
08:30 85 29 127 20
08:45 69 25 337 141 122 13 486 74 823 215
09:00 38 33 61 20
09:15 42 28 59 13
09:30 35 24 43 18
09:45 32 20 147 105 57 16 220 67 367 172
10:00 35 18 51 4
10:15 28 11 48 11
10:30 32 17 43 11
10:45 33 15 128 61 52 10 194 36 322 97
11:00 49 8 43 5
11:15 45 8 56 4
11:30 46 11 68 7
11:45 48 7 188 34 56 7 223 23 411 57
Total 1328 2570 1328 2570 1955 2662 1955 2662 3283 5232 Combined
Total 3898 3898 4617 4617 8515
AM Peak - 08:00 - - - 08:00 - - - - -
Vol. - 337 - - - 486 - - - - -
P.H.F. 0.795 0.942
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 380 - - - 491 - - - -
P.H.F. 0.848 0.852
Percentag
e

34.1% 65.9% 42.3% 57.7%
ADT/AADT ADT 8,515 AADT 8,515

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A14
Cawston Avenue between Devonshire and Florida

20.B

CITY OF HEMET CITY

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

Radar
Enforceable?
NO
Street: Cawston Ave
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 6/13/2023
Critical Speed (85th) 51 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 42-51 MPH
Percent in Pace 68%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.48 Miles
Average Daily Traffic: 5,974
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.27
California Statewide Accidents Rate (MVM): 1.29
Justification: None.

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: Not Posted
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 remains not posted 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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cawston Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Devonshire Avenue - Acacia Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 0 56 X 1
55 1 2 55 X X X 3
54 2 1 54 X X X 3 Time
53 0 2 53 X X 2 From: 1:20
52 2 1 52 X X X 3
51 2 4 51 X X X X X X 6 * Time
50 4 2 50 X X X X X X 6 * To: 1:40
49 1 2 49 X X X 3 *
48 4 7 48 X X X X X X X X X X X 11 P Existing
47 2 4 47 X X X X X X 6 A Speed Limit: N / P MPH
46 6 4 46 X X X X X X X X X X 10 C
45 2 2 45 X X X X 4 E
44 3 2 44 X X X X X 5 *
43 2 3 43 X X X X X 5 *
42 7 4 42 X X X X X X X X X X X 11 *
41 2 3 41 X X X X X 5 Northbound Southbound Combined Statistics 40 2 2 40 X X X X 4 % Over Pace: 12% 12% 12%
39 2 0 39 X X 2
38 1 2 38 X X X 3 % In Pace: 66% 68% 67%
37 1 0 37 X 1
36 3 2 36 X X X X X 5 % Under Pace: 22% 20% 21%
35 0 0 35 0
34 0 1 34 X 1 Average Speed: 45 MPH 46 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 42 - 51 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 41 MPH 40 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
Cawston Avenue
B/ Devonshire Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM013B
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 7 42 5 33
12:15 5 51 1 54
12:30 4 48 5 44
12:45 3 47 19 188 2 50 13 181 32 369
01:00 5 63 1 53
01:15 2 46 2 49
01:30 3 52 1 53
01:45 2 61 12 222 5 42 9 197 21 419
02:00 6 50 3 46
02:15 1 48 6 47
02:30 1 59 4 62
02:45 1 56 9 213 5 49 18 204 27 417
03:00 3 49 9 38
03:15 1 66 9 68
03:30 1 70 3 58
03:45 4 69 9 254 15 60 36 224 45 478
04:00 3 66 18 53
04:15 3 50 8 63
04:30 3 53 11 53
04:45 3 71 12 240 15 63 52 232 64 472
05:00 1 80 21 62
05:15 10 70 20 49
05:30 7 68 22 40
05:45 7 60 25 278 21 59 84 210 109 488
06:00 9 58 21 49
06:15 9 55 32 44
06:30 15 52 39 47
06:45 19 40 52 205 33 30 125 170 177 375
07:00 23 37 29 42
07:15 24 43 50 27
07:30 20 46 50 33
07:45 28 35 95 161 44 23 173 125 268 286
08:00 32 32 37 28
08:15 48 30 54 26
08:30 21 32 67 22
08:45 29 35 130 129 56 37 214 113 344 242
09:00 26 24 46 38
09:15 22 21 41 46
09:30 26 22 27 27
09:45 29 27 103 94 30 20 144 131 247 225
10:00 30 25 30 25
10:15 25 13 36 24
10:30 34 14 37 22
10:45 43 8 132 60 34 19 137 90 269 150
11:00 25 7 41 19
11:15 32 4 52 21
11:30 42 11 55 18
11:45 40 4 139 26 63 16 211 74 350 100
Total 737 2070 737 2070 1216 1951 1216 1951 1953 4021
Combined
Total 2807 2807 3167 3167 5974
AM Peak - 10:45 - - - 08:15 - - - - -
Vol. - 142 - - - 223 - - - - -
P.H.F. 0.826 0.832
PM Peak - - 04:45 - - - 04:15 - - - -
Vol. - - 289 - - - 241 - - - -
P.H.F. 0.903 0.956
Percentag
e

26.3% 73.7% 38.4% 61.6%
ADT/AADT ADT 5,974 AADT 5,974

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A15
Cawston Avenue between Stetson and Mustang

20.B

CITY OF HEMET CITY

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

Street: Cawston Ave
From: Stetson Ave To: Mustang Way
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 44 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 77%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.81 Miles
Average Daily Traffic: 6,815
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.32
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 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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Cawston Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Stetson Avenue - Mustang Way
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 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: 12:55
52 0 1 52 X 1
51 1 0 51 X 1 Time
50 0 1 50 X 1 To: 1:20
49 0 1 49 X 1
48 1 1 48 X X 2 Existing
47 2 2 47 X X X X 4 Speed Limit: 35 MPH
46 1 0 46 X 1
45 1 3 45 X X X X 4 *
44 1 2 44 X X X 3 *
43 3 7 43 X X X X X X X X X X 10 *
42 6 3 42 X X X X X X X X X 9 P
41 7 4 41 X X X X X X X X X X X 11 A Northbound Southbound Combined Statistics 40 3 2 40 X X X X X 5 C % Over Pace: 14% 12% 11%
39 8 7 39 X X X X X X X X X X X X X X X 15 E
38 3 6 38 X X X X X X X X X 9 * % In Pace: 74% 82% 77%
37 2 2 37 X X X X 4 *
36 2 5 36 X X X X X X X 7 * % Under Pace: 12% 6% 12%
35 1 1 35 X X 2
34 2 1 34 X X X 3 Average Speed: 40 MPH 41 MPH 40 MPH
33 3 0 33 X X X 3
32 1 1 32 X X 2 Pace Speed: 34 - 43 MPH 36 - 45 MPH 36 - 45 MPH 31 2 0 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 34 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: 43 MPH 45 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 TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

20.B

City of Hemet
Cawston Avenue
B/ Stetson Avenue - Mustang Way
24 Hour Directional Volume Count
HEM014
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 36 12 39
12:15 6 39 5 56
12:30 3 50 7 51
12:45 5 37 20 162 3 43 27 189 47 351
01:00 3 45 1 47
01:15 6 70 7 52
01:30 1 49 6 71
01:45 2 45 12 209 2 63 16 233 28 442
02:00 0 38 3 72
02:15 1 102 2 60
02:30 1 38 3 50
02:45 4 51 6 229 3 57 11 239 17 468
03:00 3 45 4 63
03:15 3 63 2 87
03:30 6 131 6 92
03:45 10 80 22 319 5 82 17 324 39 643
04:00 12 57 5 83
04:15 10 43 4 83
04:30 14 44 4 84
04:45 14 54 50 198 5 67 18 317 68 515
05:00 17 43 10 65
05:15 26 54 2 83
05:30 31 65 3 70
05:45 29 37 103 199 5 69 20 287 123 486
06:00 29 48 7 72
06:15 29 47 16 71
06:30 21 40 18 62
06:45 42 31 121 166 39 47 80 252 201 418
07:00 71 37 68 58
07:15 111 29 112 46
07:30 83 38 37 43
07:45 63 20 328 124 47 47 264 194 592 318
08:00 57 28 99 39
08:15 82 28 141 41
08:30 69 26 61 34
08:45 56 27 264 109 47 38 348 152 612 261
09:00 34 18 39 31
09:15 35 15 31 30
09:30 35 30 32 27
09:45 40 17 144 80 35 13 137 101 281 181
10:00 37 16 35 30
10:15 28 12 22 17
10:30 26 9 30 20
10:45 36 4 127 41 30 19 117 86 244 127
11:00 42 2 26 13
11:15 35 5 45 10
11:30 36 7 33 10
11:45 37 4 150 18 43 5 147 38 297 56
Total 1347 1854 1347 1854 1202 2412 1202 2412 2549 4266 Combined
Total 3201 3201 3614 3614 6815
AM Peak - 07:00 - - - 07:45 - - - - -
Vol. - 328 - - - 348 - - - - -
P.H.F. 0.739 0.617
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 331 - - - 344 - - - -
P.H.F. 0.632 0.935
Percentag
e

42.1% 57.9% 33.3% 66.7%
ADT/AADT ADT 6,815 AADT 6,815

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A16
Columbia Street between Park and Devonshire

20.B

CITY OF HEMET CITY

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

Street: Columbia St
From: Park Ave To: Devonshire Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 31-40 MPH
Percent in Pace 80%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.23 Miles
Average Daily Traffic: 2,774
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.43
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds 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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Columbia Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Park 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 0 3 44 X X X 3 Time
43 1 4 43 X X X X X 5 From: 12:20
42 1 2 42 X X X 3
41 0 0 41 0 Time
40 5 3 40 X X X X X X X X 8 * To: 1:15
39 6 4 39 X X X X X X X X X X 10 *
38 1 1 38 X X 2 * Existing
37 4 6 37 X X X X X X X X X X 10 P Speed Limit: 35 MPH
36 4 3 36 X X X X X X X 7 A
35 6 7 35 X X X X X X X X X X X X X 13 C
34 4 6 34 X X X X X X X X X X 10 E
33 5 5 33 X X X X X X X X X X 10 *
32 3 3 32 X X X X X X 6 *
31 4 0 31 X X X X 4 * Northbound Southbound Combined Statistics 30 2 1 30 X X X 3 % Over Pace: 4% 18% 11%
29 1 1 29 X X 2
28 0 1 28 X 1 % In Pace: 84% 76% 80%
27 1 0 27 X 1
26 2 0 26 X X 2 % Under Pace: 12% 6% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 37 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 32 - 41 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 33 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 42 MPH 40 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
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

20.B

City of Hemet
Columbia Avenue
B/ Park Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM015
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 1 19 2 23
12:15 1 21 2 16
12:30 2 18 4 25
12:45 0 14 4 72 1 20 9 84 13 156
01:00 1 16 0 23
01:15 0 18 1 16
01:30 1 24 3 24
01:45 1 23 3 81 0 42 4 105 7 186
02:00 4 27 5 39
02:15 4 24 1 38
02:30 4 24 2 21
02:45 2 31 14 106 0 26 8 124 22 230
03:00 5 26 1 35
03:15 8 21 2 35
03:30 10 20 1 23
03:45 15 30 38 97 0 32 4 125 42 222
04:00 13 20 2 35
04:15 10 24 1 29
04:30 14 27 5 38
04:45 19 16 56 87 4 20 12 122 68 209
05:00 13 21 6 23
05:15 9 21 1 35
05:30 14 18 4 30
05:45 9 21 45 81 10 22 21 110 66 191
06:00 20 15 9 22
06:15 27 21 10 18
06:30 23 15 11 19
06:45 19 17 89 68 22 15 52 74 141 142
07:00 24 7 26 21
07:15 25 16 34 15
07:30 34 12 29 18
07:45 23 11 106 46 18 16 107 70 213 116
08:00 12 8 20 11
08:15 18 9 18 14
08:30 13 19 16 14
08:45 15 17 58 53 12 15 66 54 124 107
09:00 10 8 12 12
09:15 9 5 16 9
09:30 22 7 19 2
09:45 19 6 60 26 20 5 67 28 127 54
10:00 12 2 19 5
10:15 13 4 20 5
10:30 17 2 19 10
10:45 19 3 61 11 14 4 72 24 133 35
11:00 19 4 13 10
11:15 20 0 22 3
11:30 13 1 17 3
11:45 13 3 65 8 25 4 77 20 142 28
Total 599 736 599 736 499 940 499 940 1098 1676
Combined
Total 1335 1335 1439 1439 2774
AM Peak - 07:00 - - - 06:45 - - - - -
Vol. - 106 - - - 111 - - - - -
P.H.F. 0.779 0.816
PM Peak - - 02:00 - - - 01:30 - - - -
Vol. - - 106 - - - 143 - - - -
P.H.F. 0.855 0.851
Percentag
e

44.9% 55.1% 34.7% 65.3%
ADT/AADT ADT 2,774 AADT 2,774

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A17
Columbia Street between Devonshire and Florida

20.B

CITY OF HEMET CITY

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

Street: Columbia St
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 39 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 31-40 MPH
Percent in Pace 78%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.23 Miles
Average Daily Traffic: 3,647
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.27
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); CAMUTCD 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

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Columbia 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 1 46 X 1
45 0 1 45 X 1
44 0 0 44 0 Time
43 0 1 43 X 1 From: 11:50
42 1 1 42 X X 2
41 2 2 41 X X X X 4 Time
40 1 5 40 X X X X X X 6 * To: 12:20
39 5 0 39 X X X X X 5 *
38 6 7 38 X X X X X X X X X X X X X 13 * Existing
37 3 4 37 X X X X X X X 7 P Speed Limit: 35 MPH
36 6 5 36 X X X X X X X X X X X 11 A
35 8 1 35 X X X X X X X X X 9 C
34 4 4 34 X X X X X X X X 8 E
33 1 4 33 X X X X X 5 *
32 5 2 32 X X X X X X X 7 *
31 1 6 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 1 1 30 X X 2 % Over Pace: 2% 12% 9%
29 1 0 29 X 1
28 1 3 28 X X X X 4 % In Pace: 82% 76% 78%
27 2 1 27 X X X 3
26 1 1 26 X X 2 % Under Pace: 16% 12% 13%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 MPH 31 - 40 MPH 31 - 40 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 36 MPH 36 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 TOTALS 100
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

20.B

City of Hemet
Columbia Avenue
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM016
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 26 2 24
12:15 0 23 1 29
12:30 1 18 1 19
12:45 0 24 4 91 3 33 7 105 11 196
01:00 2 21 4 32
01:15 2 29 2 24
01:30 2 23 2 29
01:45 0 20 6 93 1 27 9 112 15 205
02:00 2 22 0 30
02:15 1 33 2 27
02:30 4 34 4 34
02:45 3 39 10 128 0 53 6 144 16 272
03:00 3 36 5 49
03:15 6 24 0 42
03:30 1 37 2 29
03:45 2 30 12 127 0 25 7 145 19 272
04:00 6 37 1 47
04:15 7 31 3 48
04:30 11 38 4 28
04:45 15 35 39 141 2 47 10 170 49 311
05:00 12 27 1 38
05:15 11 36 2 50
05:30 14 32 6 35
05:45 18 20 55 115 6 36 15 159 70 274
06:00 15 33 11 25
06:15 12 28 9 44
06:30 19 30 6 37
06:45 20 22 66 113 11 33 37 139 103 252
07:00 26 24 22 25
07:15 35 27 13 31
07:30 24 22 23 18
07:45 34 25 119 98 24 25 82 99 201 197
08:00 31 20 35 18
08:15 27 13 39 22
08:30 41 16 40 23
08:45 31 14 130 63 23 21 137 84 267 147
09:00 15 13 19 16
09:15 14 16 32 15
09:30 25 21 24 13
09:45 22 18 76 68 19 23 94 67 170 135
10:00 19 10 14 10
10:15 19 11 17 13
10:30 17 11 26 3
10:45 22 2 77 34 24 9 81 35 158 69
11:00 22 5 23 4
11:15 19 3 27 9
11:30 26 2 26 9
11:45 30 7 97 17 19 7 95 29 192 46
Total 691 1088 691 1088 580 1288 580 1288 1271 2376
Combined
Total 1779 1779 1868 1868 3647
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 133 - - - 138 - - - - -
P.H.F. 0.811 0.863
PM Peak - - 02:15 - - - 02:30 - - - -
Vol. - - 142 - - - 178 - - - -
P.H.F. 0.910 0.840
Percentag
e

38.8% 61.2% 31.0% 69.0%
ADT/AADT ADT 3,647 AADT 3,647

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A18
Cornell Street between Park and Florida

20.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

20.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 - 37 MPH 24 - 33 MPH 26 - 35 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A19
Cypress Street between Kirby and Wimbledon

20.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

20.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 - 32 MPH 24 - 33 MPH 24 - 33 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A20
Devonshire Avenue between California and Warren

20.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

20.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 - 50 MPH 44 - 53 MPH 42 - 51 MPH 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 TOTALS 100
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

20.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

20.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

20.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); CAMUTCD 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

20.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 - 47 MPH 41 - 50 MPH 38 - 47 MPH 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 TOTALS 100
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

20.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

20.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

20.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

20.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 - 49 MPH 43 - 52 MPH 42 - 51 MPH 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 TOTALS 100
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

20.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

20.B

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

20.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%
Street 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 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:    November 6, 2023

20.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 - 47 MPH 40 - 49 MPH 40 - 49 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A24
Devonshire Avenue between Sanderson and Kirby

20.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

20.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 - 41 MPH 32 - 41 MPH 32 - 41 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A25
Devonshire Avenue between Kirby and Lyon

20.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

20.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 - 42 MPH 33 - 42 MPH 33 - 42 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A26
Devonshire Avenue between Lyon and State

20.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

20.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 - 37 MPH 29 - 38 MPH 29 - 38 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A27
Devonshire Avenue between State and Thompson

20.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); CAMUTCD 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

20.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 - 34 MPH 28 - 37 MPH 25 - 34 MPH 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 TOTALS 100
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

20.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

20.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

20.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 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

20.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 - 31 MPH 23 - 32 MPH 22 - 31 MPH 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 TOTALS 100
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

20.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

20.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

20.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

20.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 - 37 MPH 29 - 38 MPH 28 - 37 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A30
Devonshire Avenue between Girard and Cornell

20.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); CAMUTCD 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: September 8, 2023

20.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 - 41 MPH 31 - 40 MPH 31 - 40 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A31
Domenigoni Parkway between Winchester and Warren

20.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

20.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 - 73 MPH 64 - 73 MPH 64 - 73 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A32
Domenigoni Parkway between Warren and Sanderson

20.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); CAMUTCD 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 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

20.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 - 68 MPH 59 - 68 MPH 59 - 68 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A33
Domenigoni Parkway between Sanderson and State

20.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); CAMUTCD 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

20.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 - 70 MPH 58 - 67 MPH 59 - 68 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A34
Eaton Avenue between Cawston and Sanderson

20.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

20.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 - 48 MPH 35 - 44 MPH 35 - 44 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A35
Eaton Avenue between Sanderson and Kirby

20.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 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

20.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 - 46 MPH 38 - 47 MPH 37 - 46 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A36
Eaton Avenue between Kirby and Lyon

20.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%
Street 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 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

20.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 - 47 MPH 35 - 44 MPH 37 - 46 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A37
Eaton Avenue between Lyon and Palm

20.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

20.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 - 44 MPH 34 - 43 MPH 34 - 43 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A38
Esplanade Avenue between Sanderson and Kirby

20.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 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

20.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 - 50 MPH 36 - 45 MPH 36 - 45 MPH 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 TOTALS 100
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

20.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

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A39
Esplanade Avenue between Kirby and Lyon

20.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 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

20.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 - 47 MPH 37 - 46 MPH 38 - 47 MPH 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 TOTALS 100
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