Cities Index.
09.F Report Price Canyon Rd Safety Corridor 2026-08-18

Pismo Beach City Council
August 18, 2026

Document
09.F Report Price Canyon Rd Safety Corridor 2026-08-18
Meeting
August 18, 2026
Body
Pismo Beach City Council
Pages
3
Original file
38 KB
Text extracted from the city's file for reading and search. Open the original on portal.laserfiche.com. That file is the official record.

PISMO BEACH CITY COUNCIL STAF REPOR
Agenda Item #9.F
Meetin Date: u ust 18, 2026
TITLE:

Designation of Price Canyon Road as a Safety Corridor
RECOMMENDATION:

Adopt a Resolution designating Price Canyon Road as a Safety Corridor per California Vehicle Code §22358.7 and adopting a speed limit of 35 miles per hour from the US Highway 101 Bridge to 600 feet north of Solar Way and a speed limit of 40 miles per hour from 600 feet north of Solar Way to the City limit.

DISCUSSION:

Price Canyon Road is a critical regional link connecting Pismo Beach and San Luis Obispo, providing access to agriculture, the regional airport, oil production facilities, manufacturing businesses, and residential areas between the two cities. The roadway also carries substantial regional commuter traffic, serving as the connection between Highway 227 and Highway 101. Price Canyon Road is a two-lane arterial roadway with a posted speed limit of 45 miles per hour (mph) between the US Highway 101 Bridge and the City limits located approximately 1,045 feet east of Lemoore Street.

Due to the significant regional traffic volume on this roadway and the extensive westbound queueing that results during peak hours, staff contracted with Central Coast Transportation Consulting to conduct traffic counts on Price Canyon Road and evaluate potential updates to speed limits and traffic signage to increase safety and reduce the likelihood of rear-end collisions. This effort updates the City’s existing Engineering and Traffic Survey for this roadway segment, which was prepared in 2020. The California Vehicle Code (CVC) requires that Engineering and Traffic Surveys be updated every 7– 14 years to maintain enforceability of speed limits.

Since the completion of the 2020 survey, amendments to the CVC have authorized additional reductions in speed limits when a roadway is designated as a “Safety Corridor” pursuant to CVC §22358.7. A Safety Corridor is defined as a roadway segment within a jurisdiction that experiences the highest number of serious injury and fatal traffic collisions and may not exceed one-fifth of the overall roadway network.

The consultant reviewed available collision data and determined that Price Canyon Road meets the criteria for designation as a Safety Corridor. Based on its analysis, the consultant recommends designating Price Canyon Road as a Safety Corridor per CVC §22358.7 and establishing the following speed limits:
Price Canyon Road (US 101 Bridge to 600 feet north of Solar Way) – 35 mph Price Canyon Road (600 feet north of Solar Way to City Limit) – 40 mph Council Agenda 8-18-2026 9.F-1

In addition, the consultant recommends replacing existing non-reflective traffic signs and installing a “Watch for Stopped Traffic” warning sign as identified in the signage plan included with its memorandum of recommendations (Attachment 2).

While this evaluation focused specifically on Price Canyon Road, the Fiscal Year (FY) 2027 budget includes funding for a comprehensive citywide traffic study that will update and evaluate traffic conditions throughout the City. The recommendations contained in the consultant memorandum are intended to address current safety concerns on Price Canyon Road and may be supplemented by future recommendations resulting from the citywide study.

Conclusion and Recommendation
Staff recommends that the Council adopt a resolution (Attachment 1) designating Price Canyon Road as a Safety Corridor per CVC §22358.7 and adopting a speed limit of 35 mph from the US Highway 101 Bridge to 600 feet north of Solar Way and a speed limit of 40 mph from 600 north of Solar Way to the City limit.

FISCAL IMPACT:

The fiscal impact of adopting the attached resolution is approximately $1,200 to fabricate and replace the recommended signage. There is sufficient budget in the Public Works Facilities Division Streets Operating Supply and Maintenance account in FY 2027 to support this cost.

ATTACHMENTS:

1. Resolution

2. Consultant Memorandum - Price Canyon Road
Prepared by:

Erin Olsen, Senior Management Analyst
Submitted by: Rosemarie Gaglione, PE, Director of Public Works City Manager Approval:

Council Agenda 8-18-2026 9.F-2

RESOLUTION NO. R-2026-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PISMO BEACH,

CALIFORNIA DESIGNATING PRICE CANYON ROAD AS A SAFETY CORRIDOR PER CALIFORNIA VEHICLE CODE §22358.7 AND ADOPTING A SPEED LIMIT OF 35 MILES PER HOUR FROM THE US HIGHWAY 101 BRIDGE TO 600 FEET NORTH OF SOLAR WAY AND A SPEED LIMIT OF 40 MILES PER HOUR FROM 600 NORTH

OF SOLAR WAY TO THE CITY LIMIT
WHEREAS, Price Canyon Road is a critical regional link connecting Pismo Beach and San Luis Obispo and serves substantial regional commuter traffic from south San Luis Obispo County and northern Santa Barbara County to San Luis Obispo; and WHEREAS, due to the significant regional traffic volume on this roadway, staff contracted with a consultant to conduct traffic counts on Price Canyon Road and evaluate potential updates to speed limits and traffic signage; and
WHEREAS, CVC requires that Engineering and Traffic Surveys be updated every 7–14 years to maintain enforceability of speed limits and the City’s most recent survey was completed in 2020; and
WHEREAS, amendments to the CVC have authorized additional reductions in speed limits when a roadway is designated as a “Safety Corridor” pursuant to CVC §22358.7; and
WHEREAS, based on available collision data, Price Canyon Road meets the criteria for designation as a Safety Corridor; and
WHEREAS, the consultant recommends replacing existing non-reflective traffic signs and installing a “Watch for Stopped Traffic” warning sign as identified in the signage plan attached to staff’s report dated August 18, 2026.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Pismo Beach hereby designates Price Canyon Road as a Safety Corridor per California Vehicle Code §22358.7.

BE IT FURTHER RESOLVED that the City Council of the City of Pismo Beach hereby adopts a speed limit of 35 miles per hour from the US Highway 101 Bridge to 600 feet north of Solar Way, and a speed limit of 40 miles per hour from 600 north of Solar Way to the City limit.

UPON MOTION OF Council Member , seconded by Council Member , the foregoing resolution was adopted by the City Council of the City of Pismo Beach this 18th day of August 2026, by the following vote:

Council Agenda 8-18-2026 9.F-3
Attachment 1

AYES:

NOES:

ABSENT:

ABSTAIN:

RECUSED:

Approved: Attest:
________________________ ________________________
Ed Waage, Mayor Erica Kirkwood, City Clerk
IN WITNESS WHEREOF, I have hereunto set my hand and official seal of the City of Pismo Beach on _______________________.
________________________
Erica Kirkwood, City Clerk
Council Agenda 8-18-2026 9.F-4
Attachment 1

(805) 316-0101
895 Napa Avenue, Suite A-6, Morro Bay, CA 93442

MEMORANDUM
Date: June 17, 2026
To: Ryan Provost, City Of Pismo Beach Public Works Department From: Michelle Matson and Joe Fernandez, CCTC
Subject: Price Canyon Road, Pismo Beach – Sign Recommendations This memorandum summarizes the recommended signage on Price Canyon Road within the City of Pismo Beach. We recommend reducing the speed limit, installing additional warning signage, and replacing old signs as shown on the attached sign plan. The following sections summarize the existing conditions and speed limit and sign recommendations.

EXISTING CONDITIONS
Price Canyon Road is a two-lane arterial with a posted speed limit of 45 miles per hour. The road is within the City of Pismo Beach between the US Highway 101 Bridge and 1,045 feet east of Lemoore Street. A seven day vehicle volume count was conducted on Price Canyon Road between Dell Court and Lemoore Street in May 2026. The average daily traffic (ADT) was 7,200 vehicles per day. The count is attached.

SPEED LIMIT AND SIGN RECOMMENDATIONS
The California Vehicle Code (CVC) requires that Engineering and Traffic Surveys (E&TS) be updated every seven to 14 years to maintain enforceability of speed limits by the local Police Department. The current E&TS for Price Canyon Road was prepared in October 2020. Since that time there has been changes to the CVC allowing for additional reductions in determining the speed limit if the roadway has been designated as a “Safety Corridor” per CVC 22358.7. Per the California Manual on Uniform Traffic Control Devices (CAMUTCD), a safety corridor shall be defined as a roadway segment within an overall roadway network where the highest number of serious injury and fatality crashes occur and shall not exceed one-fifth of the overall roadway network.

Collision data was obtained from the California Crash Reporting System (CCRS) and City Police for the most recent three years (December 2022 to November 2025). Six automobile right-of-way violation collisions were reported on Price Canyon Road including five non-injury collisions near the Bello Street intersection and one severe injury collision occurred just east of the Lemoore Street intersection. Citywide, four severe injury and one fatal collision were reported as summarized in Table 1.

Council Agenda 8-18-2026 9.F-5
Attachment 2

2Price Canyon Road, Pismo Beach – Sign Recommendations
Central Coast Transportation Consulting June 17, 2026

Table 1: City of Pismo Beach Severe Injury and Fatal Collisions

The roadways where severe injury and fatal collisions are occurring represent less than one fifth of city roadways. We recommend designating Price Canyon Road and the other roadways listed in the table above as safety corridors per CVC 22358.7.

We recommend the following speed limits as documented in the attached E&TS:
xPrice Canyon Road (US 101 Bridge to 600 feet north of Solar Way): 35 miles per hour. xPrice Canyon Road (600 feet north of Solar Way to City Limit): 40 miles per hour.

We also recommend replacement of older non-reflective signage and the installation of a WATCH FOR STOPPED TRAFFIC sign. The recommendations are shown in the attached sign plan.

Please let us know if you have any questions.

ATTACHMENTS
Average Daily Traffic Volume
Engineering and Traffic Surveys
Price Canyon Road Sign Plan

REFERENCES
California Department of Transportation. 2026. California Manual on Uniform Traffic Control Devices (CAMUTCD).

City of Pismo Beach. January 2026. 2025 Pavement Management Program Update.

State of California. California Crash Reporting System (CCRS). https://data.ca.gov/dataset/ccrs .

Severe Injury Fatal
Five Cities Drive James Way to El Camino Real 1 1 0.82
Oak Park Boulevard City Limit to US 101 1 0 0.41
Price Canyon Road City Limit to US 101 1 0 0.52
Shell Beach Road Seacliff Drive to Terrace Avenue 1 0 2.56 4 1 4.31

37.80 11% < 20% (1/5)
City of Pismo Beach Severe Injury and Fatal Collisions
% of City Maintained Road Miles Qualifying as a Safety Corridor Total City Maintained Road Miles
Source: California Crash Reporting System (CCRS) and City of Pismo Beach Police Department. CAD incident reports not included Total Collisions (12/2022-11/2025)Total Distance
(Miles)Road Limits
Total
Council Agenda 8-18-2026 9.F-6
Attachment 2

      
5HSRUW3UHSDUHG)RU
+RXU U D XQ RQ XH H X R D D\YJ HQ YJ
HQ UD RDV UDQVSRU D RQRQVX QJ RFD RQR
$0 

    

 

1DSD$YHQXH6XLWH$
$0         
0RUUR%D\&$
5RDG1DPH 
$0   
   
 

$0    
   

1HDUHVW&URVV6W 
$0     
 
 
 

$0    
   
 
6XUYH\'DWH WKUX 
$0      
  
 

$0       
 
 
/DWLWXGH 
$0 
    
 
  

$0        
 
/RQJLWXGH 
$0  
      

$0  


   
 
 
3HDN'D\
30      
 
  

30  
     
  
1XPEHURI/DQHV 
30       
  

30         
&RPPHQWV 
30  
  

  
 

30     
 
 
 

30 
 
 
     

30  
       


30  
   
  
 

30 
  
   
  

30     
 


30  
   
7RWDO 
  
 
  

  

3HUFHQWDJHV           

'D\ 1RUWKERXQG 6RXWKERXQG








1,UZLQ6WUHHW6XLWH
+DQIRUG&$



3KRQH)D[
ZZZPHWURWUDIILFGDWDFRP


:HGQHVGD\
0HWUR7UDIILF'DWD,QF
6800$5<'D\9ROXPH&RXQW5HSRUW

3ULFH&DQ\RQ5G
EWZQ'HOO&W/HPRRUH$YH

 











)ULGD\ 6DWXUGD\ 6XQGD\ 0RQGD\ 7XHVGD\ :HGQHVGD\ 7KXUVGD\ 
R
I

9 H
K
L
F
O
H
V
'DLO\7RWDOV
1RUWKERXQG 6RXWKERXQG
















$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
)ULGD\0D\
1RUWKERXQG 6RXWKERXQG











$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
6DWXUGD\0D\
1RUWKERXQG 6RXWKERXQG











$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
6XQGD\0D\
1RUWKERXQG 6RXWKERXQG













$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
0RQGD\0D\
1RUWKERXQG 6RXWKERXQG













$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
7XHVGD\0D\1RUWKERXQG 6RXWKERXQG














$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
:HGQHVGD\0D\1RUWKERXQG 6RXWKERXQG













$
0 




$
0 




$
0 




$
0 




$
0 




$
0 




3 0





3 0





3 0





3 0





3 0





3 0

R
I

&
D
U
V
7LPH3HULRG
7KXUVGD\0D\1RUWKERXQG 6RXWKERXQG
Council Agenda 8-18-2026 9.F-7
Attachment 2

5HSRU UHSDUH RU
+RXU \
RX V Q U 7R D V Q U 7R D R D V
HQ UD RDV UDQVSRU D RQRQVX QJ RFD RQR


1DSD$YHQXH6XLWH$
$0       
0RUUR%D\&$
5RDG1DPH 
$0       

$0 
 
   
1HDUHVW&URVV6W 
$0       

$0       
6XUYH\'DWH WKUX 
$0    
   

$0
      
/DWLWXGH 
$0   
   



$0 
  
 
 
/RQJLWXGH 
$0       

$0  
    
3HDN'D\
30       
 


30 
  
   
1XPEHURI/DQHV  
30 
  

   
 

30       
&RPPHQWV 
30  

  
 
30       



30    
   

 
30       

30     



30     
 


30  

   

30
 
   


$03HDN+U 
DPWR
DP $03HDN $03+) 

303HDN+U 
SPWR
SP 303HDN 303+) 

+RXUO\+RXUO\+RXUO\
+RXU VW QG UG WK 7RWDO VW QG UG WK 7RWDO 7RWDOV +RXU VW QG UG WK 7RWDO VW QG UG WK 7RWDO 7RWDOV +RXU VW QG UG WK 7RWDO VW QG UG WK 7RWDO 7RWDOV 
$0       

$0    
   
$0       

$0       
$0       
$0       

$0       
$0       

$0    
   

$0  
   
$0   
   
$0       


$0       
$0       
$0       

$0       
$0       
$0       


$0   
   
$0       
$0      



$0    
  
$0       
$0 
     

$0   
   
$0
   


$0  
    

$0       

$0  
   



$0    

 

$0       

$0     


$0   
   

$0       

$0       


$0 
 
   


30    
  
30    
   
30  
   


30    

 


30    
 
 
30       

30      

30   
   
30  
    

30    
  

30 

    
30 
   
 

30       

30   
   
30    
   

30 
  
  

30       
30 
   
 

30       

30  
   
30       



30    
   

30       

30       

30   
  



30    
   
30    
   


30    

  


30       

30       


30    

  
30    

   
30  
 
 

30      

30       
30       



$03HDN+U 
DPWR
SP $03HDN 
$03+) $03HDN+U 
DPWR
SP $03HDN 

$03+) $03HDN+U 
DPWR
DP $03HDN $03+) 
303HDN+U 
SPWR
SP 303HDN 303+) 
303HDN+U 
SPWR
SP 303HDN 303+) 
303HDN+U 
SPWR
SP 303HDN 
303+) 

+RXUO\+RXUO\+RXUO\
+RXU VW QG UG WK 7RWDO VW QG UG WK 7RWDO 7RWDOV +RXU VW QG UG WK 7RWDO VW QG UG WK 7RWDO 7RWDOV +RXU VW QG UG WK 7RWDO VW QG UG WK 7RWDO 7RWDOV 
$0       
$0       
$0       

$0       
$0       
$0    
   

$0  
   
$0       
$0       

$0 
    
$0    
   
$0 
    

$0    
   
$0     

$0
  
   

$0    
  
$0       

$0       

$0 

    

$0    
  

$0 
     

$0 
  
  


$0 
     

$0
      



$0  

   

$0    
   


$0 
  
  


$0       

$0       

$0   
 

$0       
$0       
$0    
   

$0   
   
$0    
   
$0       


30   
   
30     
 

30 
     

30       
30      

30       



30       

30   

  

30   
 
 


30    
 

30    

30  
    




30    
   

30    
   


30       


30      


30    
   


30       


30   
   
30  
    
30       

30      

30   
   
30       

30       
30       

30       

30 
   

30  
 
  


30     


30       
30     
 

30       

30    
 

30       

30 
    



$03HDN+U 
DPWR
DP $03HDN $03+) $03HDN+U 
DPWR
DP $03HDN $03+) $03HDN+U 
DPWR
DP $03HDN $03+) 

303HDN+U 
SPWR
SP 303HDN 
303+) 
303HDN+U 
SPWR
SP 303HDN
303+) 
303HDN+U 
SPWR
SP 303HDN
303+) 
1RUWKERXQG 6RXWKERXQG


0RQGD\0D\
6RXWKERXQG

7RWDO 
1RUWKERXQG 6RXWKERXQG
7RWDO 7RWDO
7RWDO 
1RUWKERXQG
6DWXUGD\0D\6XQGD\0D\
7RWDO
0HWUR7UDIILF'DWD,QF
1,UZLQ6WUHHW6XLWH
+DQIRUG&$



3KRQH)D[
ZZZPHWURWUDIILFGDWDFRP
6RXWKERXQG
7RWDO
7XHVGD\0D\:HGQHVGD\0D\7KXUVGD\0D\ 1RUWKERXQG 6RXWKERXQG1RUWKERXQG6RXWKERXQG1RUWKERXQG

3ULFH&DQ\RQ5G
6RXWKERXQG
7RWDO 




1RUWKERXQG
 
'D\9ROXPH&RXQW5HSRUW)ULGD\0D\
:HGQHVGD\
EWZQ'HOO&W/HPRRUH$YH
Council Agenda 8-18-2026 9.F-8
Attachment 2

ENGINEERING & TRAFFIC SURVEY
Prepared for the City of Pismo Beach
Road Name: Price Canyon Road
Speed Zone Limits: US 101 Bridge to 600' n/o Solar Wy Limit Length (Miles): 0.25 Survey Location: Near Solar Wy Existing Speed Limit (MPH): 45 Business/Residence District: No
Average Daily Traffic: 7,200 ADT MPH Frequency Total % Cumulative ш55 0 0% 100%
54 0 0% 100%
53 0 0%100%
52 0 0%100%
51 0 0%100%
50 1 1%100%
49 0 0%99%
48 4 4%99%
47 2 2%95%
46 4 4%93%
45 5 5%89%
44 6 6%84%
43 10 10%78%
42 6 6%68%
41 7 7%62%
40 13 13%55%
39 5 5%42%
38 4 4%37%
37 8 8%33%
36 6 6%25%
35 5 5%19%
34 8 8%14%
U 101 to City Limi 33 2 2%6%
32 3 3%4%
31 0 0%1%
30 0 0%1%
29 1 1%1%
28 0 0%0%
27 0 0%0%
26 0 0%0%
25 0 0%0%
24 0 0%0%
23 0 0%0%
22 0 0%0%
21 0 0%0%
20 0 0%0%
19 0 0%0%
18 0 0%0%
17 0 0%0%
16 0 0%0%
15 0 0%0%
14 0 0%0%
13 0 0%0%
12 0 0%0%
11 0 0%0%
ч10 0 0% 0%
as roadway has been designated a safety corridor.

Date:

Recommended Speed Limit: 35 MPH
Prepared By: Michelle Matson, PE 73131 & TE 2680
100% -
than average collision rate and the 85th percentile is higher than the 100
June 15, 2026
pace speed. Round down additional 5 MPH consistent with 22358.7 Bello, and no parking. Access is primarily limited to intersections.

Recommendations:

Round to nearest 5 MPH increment of the 85th percentile speed and round down additional 5 MPH per CVC 22358.6(b&c) due to higher # Vehicles:

Average Speed (MPH): 40
Lemoore, intermittent sidewalks w/o Dell, class II bike lanes e/o 85th Percentile Speed (MPH): 45
Collisions (12/2022-11/2025): 6
Collision Rate (#/MVM): 1.46
Collision rate is > statewide ave. for suburban and urban 2 lane roads. 1 broadside severe injury was reported e/o Lemoore. 5 non-injury Source: California Crash Reporting System (CCRS) & Pismo PD.

Physical Description & Unusual Conditions:

Roadway is a two lane major arterial with a left turn lane at Bello and were reported at Bello St: 3 broadside, 1 sideswipe, & 1 head-on.

Percent Vehicles in Pace: 72.0%
Percent Vehicles > Pace: 22.0%
Percent Vehicles < Pace: 6.0%
Observer: Metro Traffic Data
10 MPH Pace Speed: 34 to 43
Survey Date: 5/12/2026
Time: 10:40 to 11:00
Council Agenda 8-18-2026 9.F-9
Attachment 2

Metro Traffic Data Inc.Prepared For:
310 N. Irwin Street - Suite 20 Central Coast Transportation Consulting Hanford, CA 93230 895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
TOTAL:

Page 1 of 3 ends

0 0
0 6
2 0
1 2
3 50
Speed Survey
0 2
2 2
6 0
0 0
0 0
3 4
3 3
1 0
4 0
2 2
2 0
0 0
0 0
0 30
29 28
27 26
20 25
24 23
22 36
35 34
33 32
31 42
41 40
39 38
37 48
47 46
45 44
43 54
53 52
51 50
49 60
59 58
57 56
55 62
61 0
0 0
0 0
MPH
65 64
63 21
0 0
0 0
0 0
10 20
30 40
50 60
70 80
90 100
Pe
r
c
e
n
t
i
l
e
Speed (MPH)
speed curve
Council Agenda 8-18-2026 9.F-10
Attachment 2

Metro Traffic Data Inc.Prepared For:
310 N. Irwin Street - Suite 20 Central Coast Transportation Consulting Hanford, CA 93230 895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
800-975-6938 Phone/Fax
LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
TOTAL:

Page 2 of 3 ends

Speed Survey
MPH
65 0
64 0
63 0
57 0
62 0
61 0
60 0
59 0
58 0
56 0
55 0
53 0
54 0
52 0
50 1
51 0
49 0
47 0
48 2
46 2
44 4
45 3
43 4
41 5
42 4
40 7
38 1
39 1
37 5
35 2
36 2
34 5
32 1
33 1
31 0
29 0
30 0
28 0
26 0
27 0
25 0
20 0
24 0
50 23 0
22 0
21 0
0 10
20 30
40 50
60 70
80 90
100
Pe
r
c
e
n
t
i
l
e
Speed (MPH)
speed curve
Council Agenda 8-18-2026 9.F-11
Attachment 2

Metro Traffic Data Inc.Prepared For:
310 N. Irwin Street - Suite 20 Central Coast Transportation Consulting Hanford, CA 93230 895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
800-975-6938 Phone/Fax
LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
TOTAL:

Page 3 of 3 ends

Speed Survey
MPH
65 0
64 0
63 0
57 0
62 0
61 0
60 0
59 0
58 0
56 0
55 0
53 0
54 0
52 0
50 1
51 0
49 0
47 2
48 4
46 4
44 6
45 5
43 10
41 7
42 6
40 13
38 4
39 5
37 8
35 5
36 6
34 8
32 3
33 2
31 0
29 1
30 0
28 0
26 0
27 0
25 0
20 0
24 0
100
23 0
22 0
21 0
0 10
20 30
40 50
60 70
80 90
100
Pe
r
c
e
n
t
i
l
e
Speed (MPH)
speed curve
Council Agenda 8-18-2026 9.F-12
Attachment 2

ENGINEERING & TRAFFIC SURVEY
Prepared for the City of Pismo Beach
Road Name: Price Canyon Road
Speed Zone Limits: 600' n/o of Solar Wy to City Limit Limit Length (Miles): 0.27 Survey Location: Near Lemoore Ave Existing Speed Limit (MPH): 45 Business/Residence District: No
Average Daily Traffic: 7,200 ADT MPH Frequency Total % Cumulative ш55 1 1% 100%
54 0 0% 99%
53 0 0%99%
52 1 1%99%
51 2 2%98%
50 2 2%96%
49 5 5%94%
48 6 6%89%
47 6 6%83%
46 11 11%77%
45 7 7%66%
44 11 11%59%
43 10 10%48%
42 7 7%38%
41 7 7%31%
40 6 6%24%
39 3 3%18%
38 7 7%15%
37 2 2%8%
36 1 1%6%
35 2 2%5%
34 1 1%3%
U 101 to City Limi 33 0 0%2%
32 1 1%2%
31 0 0%1%
30 0 0%1%
29 1 1%1%
28 0 0%0%
27 0 0%0%
26 0 0%0%
25 0 0%0%
24 0 0%0%
23 0 0%0%
22 0 0%0%
21 0 0%0%
20 0 0%0%
19 0 0%0%
18 0 0%0%
17 0 0%0%
16 0 0%0%
15 0 0%0%
14 0 0%0%
13 0 0%0%
12 0 0%0%
11 0 0%0%
ч10 0 0% 0%
designated a safety corridor.

Date:

Recommended Speed Limit: 40 MPH
Prepared By: Michelle Matson, PE 73131 & TE 2680
Survey Date: 5/12/2026
Time: 11:00 to 11:30
Observer: Metro Traffic Data
10 MPH Pace Speed: 40 to 49
Percent Vehicles in Pace: 76.0%
Percent Vehicles > Pace: 6.0%
Percent Vehicles statewide ave. for suburban and urban 2 lane roads. 1 broadside severe injury was reported e/o Lemoore. 5 non-injury were reported at Bello St: 3 broadside, 1 sideswipe, & 1 head-on.

Source: California Crash Reporting System (CCRS) & Pismo PD.

Physical Description & Unusual Conditions:

Roadway is a two lane major arterial with a left turn lane at Bello and Lemoore, intermittent sidewalks w/o Dell, class II bike lanes e/o Bello, and no parking. Access is primarily limited to intersections.

Recommendations:

June 15, 2026
percentile speed consistent with CVC 22358.6(c). Round down # Vehicles: 100 100% - additional 5 MPH consistent with 22358.7 as roadway has been Council Agenda 8-18-2026 9.F-13
Attachment 2

Metro Traffic Data Inc.Prepared For:
310 N. Irwin Street - Suite 20 Central Coast Transportation Consulting Hanford, CA 93230 895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:

LIMITS:

LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
TOTAL:

Page 1 of 3 ends

0 0
0 4
4 0
1 1
3 50
Speed Survey
0 3
5 4
3 0
0 1
1 0
2 1
1 0
0 1
2 3
2 2
5 0
1 0
0 0
0 30
29 28
27 26
20 25
24 23
22 36
35 34
33 32
31 42
41 40
39 38
37 48
47 46
45 44
43 54
53 52
51 50
49 60
59 58
57 56
55 62
61 0
0 0
0 0
MPH
65 64
63 21
0 0
0 0
0 0
10 20
30 40
50 60
70 80
90 100
Pe
r
c
e
n
t
i
l
e
Speed (MPH)
speed curve
Council Agenda 8-18-2026 9.F-14
Attachment 2

Metro Traffic Data Inc.Prepared For:
310 N. Irwin Street - Suite 20 Central Coast Transportation Consulting Hanford, CA 93230 895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
800-975-6938 Phone/Fax
LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
TOTAL:

Page 2 of 3 ends

Speed Survey
MPH
65 0
64 0
63 0
57 0
62 0
61 0
60 0
59 0
58 0
56 0
55 0
53 0
54 0
52 0
50 1
51 1
49 2
47 4
48 4
46 6
44 6
45 4
43 6
41 3
42 3
40 3
38 4
39 1
37 0
35 1
36 0
34 1
32 0
33 0
31 0
29 0
30 0
28 0
26 0
27 0
25 0
20 0
24 0
50 23 0
22 0
21 0
0 10
20 30
40 50
60 70
80 90
100
Pe
r
c
e
n
t
i
l
e
Speed (MPH)
speed curve
Council Agenda 8-18-2026 9.F-15
Attachment 2

Metro Traffic Data Inc.Prepared For:
310 N. Irwin Street - Suite 20 Central Coast Transportation Consulting Hanford, CA 93230 895 Napa Avenue, Suite A-6
Morro Bay, CA 93442
800-975-6938 Phone/Fax
LATITUDE:

LONGITUDE:

DATES/TIMES:

DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED

POSTED SPEED
TOTAL:

Page 3 of 3 ends

Speed Survey
MPH
65 0
64 0
63 0
57 0
62 0
61 0
60 0
59 1
58 0
56 0
55 0
53 0
54 0
52 1
50 2
51 2
49 5
47 6
48 6
46 11
44 11
45 7
43 10
41 7
42 7
40 6
38 7
39 3
37 2
35 2
36 1
34 1
32 1
33 0
31 0
29 1
30 0
28 0
26 0
27 0
25 0
20 0
24 0
100
23 0
22 0
21 0
0 10
20 30
40 50
60 70
80 90
100
Pe
r
c
e
n
t
i
l
e
Speed (MPH)
speed curve
Council Agenda 8-18-2026 9.F-16
Attachment 2

DATE:

PR
O
J
E
C
T

T
I
T
L
E
:

SH
E
E
T

T
I
T
L
E
:

SHEETNO.

DESIGNEDBY:

DATE:

APPROVEDBY:

PLANFILENO./LOCATION
(8
0 5
)

3 1
6 -
0 1
0 1
PROJECTNUMBER:

PROJECTENGINEERSTAMP
DATE:

CHECKEDBY:

DATE:

PRICE CANYON RD (HINDS AVE TO CITY LIMIT) - SIGN PLAN

NOT TO SCALE
1 of 1

GENERAL NOTES
P_331
J. Clamon
PR
I
C
E

C
A
N
Y
O
N

R
D

(
H
I
N
D
S

A
V
E

T
O

C
I
T
Y

L
I
M
I
T
)

SI
G
N

P
L
A
N
M. Matson

CONSTRUCTION NOTES
N
June 2026
June 2026
June 15th, 2026
Remove existing signs and install R2-1 (40 MPH) and R7-9a signs in existing location.

Remove existing signs and install W3-5 (35 MPH) in existing location.

Install W26-1 sign on new post 200' south of Lemoore Street 12' from edge of traveled way (or as far as practical from the edge of the shoulder).

Install R2-1 (35 MPH) and R7-9a signs on new post 600' north of Solar Way 12' from edge of traveled way (or as far as practical from the edge of the shoulder).

Remove existing signs and install R2-1 (35 MPH) and R7-9a signs in existing location.

Remove existing signs and install, W3-3, W16-8P (Price St), and R7-9a signs in existing location.

Remove existing R2-1 sign and install R2-1 (35 MPH) sign in existing location.

Remove existing R2-1 sign and install R2-1 (40 MPH) sign in existing location. 1 CI
T
Y

O
F

P
I
S
M
O

B
E
A
C
H
SI
G
N

I
N
S
T
A
L
L
A
T
I
O
N

1. Plan is accurate for the installation of new signs only.

2. It shall be the contractor’s responsibility to identify, locate, and protect utilities. Contractor shall contact Underground Service Alert (USA) at 811 at least 48 hours prior to start of work.

3. All work shall comply with the latest edition of the California Manual on Uniform Traffic Control Devices (CAMUTCD), City of Pismo Beach , and Caltrans Standard Plans and Specifications.

4. It shall be the contractor's responsibility to provide traffic control at all times consistent with the CAMUTCD.

5. All signing and materials shall be on the Caltrans authorized material lists.

6. Signs shall be fabricated per the Standard Highway Signs and Markings book using aluminum sheeting and meet the Caltrans guidelines for reflectivity.

7. All signs shall be installed per CAMUTCD Figure 2A-2 (CA). Contractor to confirm pole heights needed to accommodate clearances. Signs shall be placed where they will not block sight distance.

8. Signs shall be mounted on a FHWA (Breakaway) approved, Qwik-Punch sign post, or approved equal, installed per the manufacturer’s recommendations. Signs on the shoulder may be mounted on 4"X4" wood posts embedded 3.5' deep.

CITY LIMIT
PR
I
C
E

C
A
N
Y
O
N

R
D
8 BIKE LANE (R81) and END sign
45 MPH (R2-1) and NO PARKING BIKE LANE (R7-9a) sign
Welcome and Notice signs
Subject to Flooding sign
45 MPH (R2-1) and NO PARKING
BIKE LANE (R7-9a) sign
Custom NO PARKING sign (dual sided)
NO PARKING BIKE LANE (R7-9a) sign
55 MPH (R2-1) sign
Lane Assignment (custom R61-9 (CA)) sign
Wine Trail sign
US
1 0
1 BEL
L
O

S
T
45 MPH (R2-1) and
custom NO PARKING sign
45 MPH (R2-1) and NO PARKING
BIKE LANE (R7-9a) sign
45 MPH (R2-1) and custom
NO PARKING sign
1 1
2 4
5 7
HIND
S

A
V
E
45 MPH (R2-1) and NO PARKING BIKE LANE (R7-9a) sign
Signal Ahead (W3-3 and W16-9P) and NO
PARKING BIKE LANE (R7-9a) sign
Lane Assignment
(R61-9 (CA)) sign
BELL
O

S
T
FR
A
D
Y

L
N
R2-1
(24"X30")
W3-3
(30"X30")
32 3
4 5
LEM
O
O
R
E

S
T
W3-5
(36"X36")
W26-1
(36"X36")
6 8
6 7
35 LEGEND
Existing Sign Location
New Sign Location
W16-8P
(8"XVaries)
R7-9a
(12"X18")
35 Price
SOLAR

W
Y
DELL

C
T
Council Agenda 8-18-2026 9.F-17
Attachment 2

← All documents from this meeting