Yucaipa City Council
January 22, 2024

CITY OF
Justin Beaver, Mayor
Chris Venable, Mayor Pro Tem
Bobby Duncan, Councilmember
Matt Garner, Councilmember
Jon Thorp, Councilmember
AGENDA
City Council
Successor Agency • Housing Authority
January 22, 2024
City Hall - City Council Chambers
34272 Yucaipa Blvd., Yucaipa, California
Chris Mann, City Manager
Steven Graham, City Attorney
Ana V. Sauseda, City Clerk
The City Council serves as the Board for the Yucaipa Successor Agency and Commission for the Yucaipa Housing Authority.

Public Comment will be called at the time and place noted on the Agenda below for the general public to address the City Council, Successor Agency and Housing Authority. Please complete a speaker's form and return it to the City Clerk prior to the beginning of the meeting. Public Comment will be conducted in accordance with the Rules of Procedure adopted pursuant to Resolution No. 2023-07. There is a three -minute time limit for speaking and time may not be ceded to another speaker.

Public Comment Via Mail or Email
Items must be submitted no later than three (3) business hours prior to the meeting at which the commenter seeks to provide comment. Public comment may be submitted via U.S. Mail to the City Clerk at 34272 Yucaipa Blvd., Yucaipa, CA 92399 or via email to publiccommentkyucaipa.gov. All mail and email correspondence will be archived, distributed to City Council, and retained as part of the public record; however, submissions will not be read out loud during the meeting. The subject line should specify "Public Comment" and include the date of the meeting.

Written public comment submitted on non -agenda items and on specific agenda items will be made available to the public pursuant to the City of Yucaipa policy regarding the distribution of written public comments at City Council and Commission meetings, which may be accessed on the City's website at https://yucaipa.gov/a/agendas-minutes/ . Individuals should be aware that comments provided, including personal information, may be disclosable pursuant to the California Public Records Act.

Live stream/recording of City Council meetings:

Members of the public may watch city council meetings live at: https://yucaipa.gov/live .

Possible Live Stream Disruptions:

While the City of Yucaipa strives for uninterrupted streaming, technical issues may occasionally occur. We ask for your understanding and patience should there be any disruptions during the live O1/22/2024 City Council Agenda 1

broadcast. We will work diligently to resolve any issues promptly, however, please be advised that the City Council meeting may continue in person while such issues are resolved. Every attempt will be made for the meeting to be recorded and made available for viewing after its conclusion.

OPEN SESSION — 6:00 PM

CALL TO ORDER

PLEDGE OF ALLEGIANCE

ROLL CALL

CLOSED SESSION REPORT

CHANGES TO THE AGENDA

SPECIAL PRESENTATION
Introduction of Federal and State Advocates

PUBLIC SAFETY UPDATE
• Police
• Fire
• Code Enforcement

PUBLIC COMMENT

CONSENT AGENDA
The following Consent Agenda items are expected to be routine and non -controversial.

Council will act upon them, at one time, without discussion. Any Councilmember or staff member may request removal of an item from the Consent Agenda for discussion. The title is deemed to be read and further reading waived on any ordinance listed on the Consent Agenda for second reading and adoption.

Members of the City Council also sit as the Board for the Successor Agency and Commission for the Housing Authority and may act on the consent calendar for those bodies as part of a single motion with the City Council consent calendar.

1. SUBJECT: APPROVE THE CITY COUNCIL/SUCCESSOR AGENCY/HOUSING AUTHORITY MINUTES OF JANUARY 8, 2024
RECOMMENDATION: That the City Council approve the City Council/Successor Agency/Housing Authority Minutes of January 8, 2024, as presented. 01/22/2024 City Council Agenda

2. SUBJECT: EXTENDING THE EXISTENCE OF A LOCAL EMERGENCY DUE TO THE 2022 SEPTEMBER STORM EVENT
RECOMMENDATION: That the City Council extend the declaration of a local emergency as a result of the 2022 September Storm Event.

3. SUBJECT: EXTENDING THE EXISTENCE OF A LOCAL EMERGENCY DUE TO

TROPICAL STORM HILARY
RECOMMENDATION: That the City Council extend the declaration of a local emergency as a result of Tropical Storm Hilary.

4. SUBJECT: PURCHASE AUTHORIZATION - TRAFFIC SIGNAL POLES, MAST

ARMS AND HARDWARE FOR THE OAK GLEN ROAD/LIVE OAK CANYON ROAD WIDENING PROJECT, COLORADO STREET TO OUTER HWY-10 SOUTH RECOMMENDATION: That the City Council approve and authorize the City Manager to execute a purchase order/contract with American Right Of Way, Inc. of Walnut, CA in the amount of $62,849.50 (including tax) for the purchase of traffic signal poles, mast arms and hardware for the installation of a traffic signal at the intersection of Oak Glen Road and Colorado Street, as a part of the Oak Glen Road/Live Oak Canyon Road Widening Project, Colorado Street to Outer Hwy-10 South Project.

5. SUBJECT: RESOLUTION ESTABLISHING SPEED LIMITS WITHIN THE CITY OF

YUCAIPA
RECOMMENDATION: That the City Council adopt Resolution No. 2024-01, establishing speed limits upon certain streets and segments of streets within the City of Yucaipa.

DISCUSSION ITEMS

6. SUBJECT: DRAFT 2023 PAVEMENT MANAGEMENT REPORT
RECOMMENDATION: That the City Council receive an update regarding the Draft 2023 Pavement Management Report.

7. SUBJECT: DESIGNATION OF VOTING DELEGATES FOR THE SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS (SCAG) 2024 REGIONAL

CONFERENCE AND GENERAL ASSEMBLY
RECOMMENDATION: That the City Council designate a delegate and alternate for the upcoming 2024 Annual Southern California Association of Governments (SCAG) Regional Conference & General Assembly.

8. SUBJECT: INTRODUCTION AND FIRST READING OF ORDINANCE NO. 440

RELATED TO CAMPAIGN CONTRIBUTIONS
RECOMMENDATION: That the City Council approve the Introduction and First Reading of Ordinance No. 440, an Ordinance of the City Council of the City of Yucaipa, California, Amending the Yucaipa Municipal Code to add Section 1.08.070 Related to Campaign Contribution Limits.
01/22/2024 City Council Agenda

9. SUBJECT: DISCUSSION AND POSSIBLE ADOPTION OF 2024 CITY COUNCIL GOALS
RECOMMENDATION: That the City Council adopt goals for the 2024 calendar year as presented.

PUBLIC HEARINGS
The order of Business for the Public Hearing Shall Be:

A. Open Public Hearing
B. Staff Presentation
C. Applicant/Representative Presentation (if necessary) D. Public Comments
E. Applicant Rebuttal (if necessary)
F. Public Hearing Closed
G. Council Discussion
H. Council Motion and Vote

SPEAKERS ARE ENCOURAGED TO BE BRIEF AND REMAIN WITHIN THE ESTABLISHED TIMEFRAME OF THREE (3) MINUTES. ONCE THE PUBLIC HEARING HAS BEEN CLOSED, NO FURTHER TESTIMONY WILL BE TAKEN.

10. SUBJECT: CITY OF YUCAIPA (CASE NO. 23-149/DCA): CONSIDERATION OF A DEVELOPMENT CODE AMENDMENT (ORDINANCE NO. 439), AMENDING CHAPTER 7 OF DIVISION 7 OF THE YUCAIPA DEVELOPMENT CODE TO

AMEND THE TEMPORARY SIGN REGULATIONS TO ENSURE THAT THEY ARE CONTENT NEUTRAL.

RECOMMENDATION: That the City Council conduct a public hearing and consider the Planning Commission's recommendation to:

1. Approve the introduction and first reading of Ordinance No. 439, an Ordinance of the City of Yucaipa, amending Chapter 7 (General Design Standards) of Division 7 (Sign Code) of the Yucaipa Development Code regarding temporary signs; and

2. Find that the Ordinance is exempt from Environmental Review pursuant to Public Resources Code Section 15061(b)(3).

COUNCILMEMBER REPORTS

ANNOUNCEMENTS

ADJOURNMENT
01/22/2024 City Council Agenda

Notice Regarding Americans with Disability Act
The City of Yucaipa complies with the Americans with Disabilities Act of 1990. If you need special assistance to participate in this meeting, please call the City Clerk's Department at (909) 797-2489, during normal business hours, at least 48-hours prior to the meeting.

Notification 48 hours prior to the meeting will enable the city to make reasonable accommodations to ensure accessibility to this meeting.

CEQA STATEMENT:

Unless stated otherwise on the agenda, every item on the agenda is exempt from CEQA guidelines sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resource Code Section 21065.

Pursuant to Government Code Section 54957.5, any disclosable public records related to an open session item on a regular meeting agenda and distributed by the City of Yucaipa to all or a majority of the City Council, less than 72 hours prior to that meeting, are available for public inspection at Yucaipa City Hall, 34272 Yucaipa Boulevard, Yucaipa, CA 92399, during normal business hours.

NOTICE REGARDING CHALLENGES TO DECISIONS
Pursuant to all applicable laws and regulations, if you would like to challenge the decision of the City Council on an item appearing on this Agenda, you may be limited to raising only those issues you or someone else raised at the public hearing(s) described in this Agenda, or in written correspondence delivered to the City at, or prior to, the public hearing.

AFFIDAVIT OF POSTING
State of California }
County of San Bernardino } ss.

City of Yucaipa }
I, Ana V. Sauseda, City Clerk of the City of Yucaipa, California, do hereby declare that the foregoing agenda was posted on 01/19/2024, at least seventy-two (72) hours prior to the meeting per Government Code 54954.2, at the following locations:

Yucaipa City Hall, 34272 Yucaipa Boulevard, Yucaipa, California City of Yucaipa website www.ncaipa.org
Ana V. Sauseda, CMC
City Clerk
01/22/2024 City Council Agenda C

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CITY OF YUCAIPA

FIRE DEPARTMENT

MONTHLY REPORT

NOVEMBER/DECEMBER
2023
T-1
6 O1/22/2024 City Council Agenda

CALLS FOR

SERVICE -

NOVEMBER
2023
Council Agenda

01/22/2024 City Council Agenda

CALLS FOR SERVICE 1000
DECEMBER 2023 900
700
O1/22/2024 City Council Agenda

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01/22/2024 City Council Agenda

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01/22/2024 City Council Agenda

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O1/22/2024 City Council Agenda
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01/22/2024City-0uncilAgenda
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O1/22/2024 City Council Agenda

Code Enforcement Division
Monthly Report for November 2023

0 Code Cases
225 new cases submitted
108 were resolved by end of month
Top Cases:
o Title 25 — Mobile home
o Parking Violations
o Unpermitted Construction
o Overgrown Vegetation
o Nuisances
o Trash and Debris
Unhoused Efforts:
77 Police Department assists
28 different individual contact events (may be same
individuals several times)
2 accepted help
Park Rangers:
194 loitering/curfew type encounters
11/28/2023 09:29

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Inspection Activity
0 421 Inspections
0 119 total citations issued
$19, 750 received in Citation fees
o Mobile Home Parks:
3 comprehensive inspection completed
1 all -agency inspection
o Chicken Ranches:
6 inspections
No outstanding violations

Code Enforcement Division
Monthly Report for December 2023

Code Cases
0 131 new cases submitted
35 were resolved by end of month
o Top Cases:
o Overgrown Vegetation
o Unpermitted Construction
o Nuisances
o Trash and Debris
o Unhoused Efforts:
0 70 Police Department assists
0 37 different individual contact events (may be same
individuals several times)
0 2 accepted help
O Park Rangers:
0 129 loitering/curfew type encounters

1 'GYP
y
ell
Inspection Activity
166 Inspections
131 total citations issued
$10, 829 received in Citation fees
Mobile Home Parks:
1 comprehensive inspection completed
1 all -agency inspection
Chicken Ranches:
4 inspections
No outstanding violations

Agenda Item No. 1

CITY OF YUCAIPA

AGENDA REPORT
TO: Honorable Mayor and City Council
FROM: Ana V. Sauseda, Director of General Services/City Clerk.4t/,5' FOR: City Council Meeting of January 22, 2024
SUBJECT: Approve the City Council/Successor Agency/Housing Authority Minutes of January 8, 2024
RECOMMENDATION:

That the City Council approve the City Council/Successor Agency/Housing Authority Minutes of January 8, 2024, as presented.

Attachments:

1. Regular Meeting Minutes — 01/08/2024
Approved
01/22/2024 City Council Agenda 40

ATTACHMENT 1
01/22/2024 City Council Agenda 41

City of Yucaipa
City Council/Successor Agency/Housing Authority Minutes Regular Meeting of January 8, 2024
City Hall Council Chambers
34272 Yucaipa Blvd., Yucaipa, CA 92399
CLOSED SESSION — 5:00 PM

CALL TO ORDER
Mayor Beaver called the Closed Session meeting to order at 5:00 p.m.

CITY COUNCIL ROLL CALL
PRESENT: Justin Beaver, Mayor
Chris Venable, Mayor Pro Tern
Matt Garner, Councilmember
Jon Thorp, Councilmember
ABSENT: Bobby Duncan, Councilmember

PUBLIC COMMENT
CLOSED SESSION — 5:00 PM
A. CONFERENCE WITH LEGAL COUNSEL - CONFERENCE WITH REAL

PROPERTY NEGOTIATORS
Property: APN 0301-221-06 (Adjacent to 33632 Outer Highway 10) Agency negotiator: City Manager
Negotiating parties: Lamar Advertising Company
Under negotiation: Price and Terms of Payment
B. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION (Paragraph (1) of subdivision (d) of Section 54956.9)
Ana Sauseda v. George Sardeson, et al
San Bernardino Superior Court Case No. CIVSB2310343
The City Council entered Closed Session at 5:00 p.m.

City Council Minutes
Page I of 5
01/22/2024 City Council Agenda
42 OPEN SESSION — 6:00 PM

CALL TO ORDER
Mayor Beaver called to order the Regular Meeting of the City Council/Successor Agency/Housing Authority at 6:07 p.m.

PLEDGE OF ALLEGIANCE
Pledge of Allegiance was led by Captain Walker.

CITY COUNCIL ROLL CALL
PRESENT: Justin Beaver, Mayor
Chris Venable, Mayor Pro Tern
Matt Garner, Councilmember
Jon Thorp, Councilmember
ABSENT: Bobby Duncan, Councilmember
STAFF
PRESENT: Chris Mann, City Manager
Jennifer Crawford, Assistant City Manager
Steven Graham, City Attorney
Ana Sauseda, Director of General Services/City Clerk

CLOSED SESSION REPORT
City Attorney Steven Graham reported that the City Council gave direction on both items by consensus.

CHANGES TO THE AGENDA
City Manager Chris Mann indicated that there were no changes to the agenda.

SPECIAL PRESENTATION
YAPS dog of the Month was presented by Krista Dunlop.

Patty Ingram presented on behalf of the Pickleball Club.

PUBLIC COMMENT
Mayor Beaver asked the public to maintain decorum and civility during public comment.

The following members of the public spoke:
• Lee Kaberlein
• Kathy Sellers
• Jason Keeney
City Council Minutes Page 2 of 5
O1/22/2024 City Council Agenda 43

• Stephanie Harlan
• Ramona Etheredge
• Colleen Wang
• Hansen Wang
• Melory Martindale

CONSENT AGENDA
Mayor Beaver asked if there were any Consent Agenda items to be removed for discussion. No items were removed for discussion.

1. SUBJECT: APPROVE THE CITY COUNCIL/SUCCESSOR AGENCY/HOUSING AUTHORITY MINUTES OF DECEMBER 11, 2023
RECOMMENDATION: That the City Council approve the City Council/Successor Agency/Housing Authority minutes of December 11, 2023.

2. SUBJECT: SECOND READING OF ORDINANCE NO. 437
RECOMMENDATION: That the City Council approve the second reading of Ordinance No. 437, an Ordinance of the City Council of the City of Yucaipa, California, amending Ordinance No. 343, amending the Official Land Use Plan and Zoning Ordinance of the City of Yucaipa.

3. SUBJECT: EXTENDING THE EXISTENCE OF A LOCAL EMERGENCY DUE TO THE 2022 SEPTEMBER STORM EVENT
RECOMMENDATION: That the City Council extend the declaration of a local emergency as a result of the 2022 September Storm Event.

4. SUBJECT: EXTENDING THE EXISTENCE OF A LOCAL EMERGENCY DUE TO

TROPICAL STORM HILARY
RECOMMENDATION: That the City Council extend the declaration of a local emergency as a result of Tropical Storm Hilary.

5. SUBJECT: MONTHLY TREASURER'S REPORT NOVEMBER 2023
RECOMMENDATION: That the City Council receive and file the Monthly Treasurer's Report for November 2023.

6. SUBJECT: AWARD OF CONTRACT — GEOFENCE/AUTOMATED LICENSE

PLATE READER (ALPR) PROGRAM PHASE V
RECOMMENDATION: That the City Council:

1. Approve and authorize the City Manager to execute the Design Proposal and Statement of Work for the purchase and installation of the Fixed License Plate Reader camera system with Vigilant Solutions in the amount of $70,000; and City Council Minutes

01/22/2024 City Council Agenda

2. Find that the public interest will not be best served by a formal proposal process, waive the formal solicitation of proposals/qualifications and award the purchase of the GeoFence/ALPR Program Phase V based on the proposal submitted by Vigilant Solutions.

ACTION: MOTION BY MAYOR PRO TEM VENABLE, SECOND BY
COUNCILMEMBER THORP, CARRIED 4-0-1, (COUNCILMEMBER DUNCAN WAS ABSENT) TO APPROVE CONSENT AGENDA ITEMS NO. 1 THROUGH 6.

ITEMS) REMOVED FOR DISCUSSION
There were no items removed for discussion.

DISCUSSION ITEMS

7. SUBJECT: FINANCIAL REPORTS FOR FISCAL YEAR ENDED JUNE 30, 2023 RECOMMENDATION: That the City Council receive and file the Annual Comprehensive Financial Report, Measure I Fund Financial Statements, and Transportation Development Act Fund Financial Statements for the fiscal year ended June 30, 2023, and other related audit reports.

DISCUSSION: Director of Finance White presented the Agenda Report.

After Council discussion, the following Motion was made:

ACTION: MOTION BY MAYOR PRO TEM VENABLE, SECOND BY
COUNCILMEMBER THORP, CARRIED 4-0-1, (COUNCILMEMBER DUNCAN WAS ABSENT) TO RECEIVE AND FILE THE REPORT.

COUNCILMEMBER REPORTS
Mayor Pro Tern Venable encouraged kids to sign up for the Youth Advisory Committee.

ANNOUNCEMENTS
The City Manager encouraged the public to attend the upcoming community meeting on Thursday January 11, 2024, at 6:00 p.m. at the Yucaipa Performing Arts Center, regarding the Wine Country Specific Plan.

Mayor Beaver announced the next regularly scheduled meeting will be January 22, 2024 at 6:00 p.m.

City Council Minutes

01/22/2024 City Council Agenda
IR

ADJOURNMENT
The meeting adjourned at 7:36 p.m.

Justin Beaver, Mayor
ATTEST:

Ana V. Sauseda, CMC
Director of General Services/City Clerk
City Council Minutes

O1/22/2024 City Council Agenda
In

Agenda Item No. 2

CITY OF YUCAIPA

AGENDA REPORT
TO: Honorable Mayor and City Council Members
FROM: Trevor Benson, Public Safety Manager TC3
FOR: City Council Meeting of January 22, 2024
SUBJECT: Extending the Existence of a Local Emergency Due to the 2022 September Storm Event
RECOMMENDATION:

That the City Council extend the declaration of a local emergency as a result of the 2022 September Storm Event.
2022 SEPTEMBER STORM BACKGROUND/DISCUSSION:

On September 14, 2022, the Yucaipa City Manager proclaimed a local emergency due to the 2022 September Storm Event in Yucaipa and surrounding communities. The storm which was caused by remnants of Hurricane Kay produced conditions of extreme peril to the safety of persons and property within the City of Yucaipa, in the form of infrastructure damage, from extreme weather including intense rain, wind, flooding and debris flow.

On September 14, 2022, the County of San Bernardino declared a County -Wide, local emergency due to the storm.

At the September 20, 2022, Special City Council Meeting, Council adopted Resolution No. 2022- 54, ratifying the proclamation of the existence of a local emergency by the City Manager.

Post storm assessments were conducted in the burn areas and debris basins to identify on -site and downstream threats to public health or safety from landslides, debris flow, flooding, road hazards and other post -fire related concerns, as well as to determine measures to prevent or mitigate identified threats.

As a direct result of the September Storm Event, several areas within the City were impacted, requiring emergency work, such as El Dorado Park, Oak Glen Road and Pendleton Road. Staff is tracking costs for this required emergency response work necessary to address these areas. In addition to the emergency work performed to close, cleanup and reopen City facilities/roadways, additional emergency work was required to address approximately 18,000 cubic yards of mud, silt and debris that impacted areas within the Wilson III Basin/Channel area. In addition, the Oak Glen Creek Basin system sustained approximately 25,000 cubic yards of mud, silt, and debris, that, in conjunction with San Bernardino County Flood Control District was removed. 01/22/2024 City Council Agenda 47

Subsequently, in August the City experienced another significant storm event, Tropical Storm Hilary creating rainfall totaling as much as 4.5 inches in parts of the community, once again testing the systems constructed over the past twenty years and maintained between and during these storm events.

Pursuant to Yucaipa Municipal Code Section 8.36.160, the City Council shall review, at least every fourteen (14) days, unless waived by the City Council to meet State requirements, until such local emergency is terminated, the need for continuing the local emergency.

Such declaration facilitates the City's response to combat perilous conditions by providing limited immunity for emergency actions of public employees and governing bodies, authorizing the issuance of orders and regulations to protect life and property, and activating pre -established local emergency provisions.

FISCAL IMPACT:

None with this item.

Approved by:
01/22/2024 City Council Agenda 48

Agenda Item No. 3

CITY OF YUCAIPA

AGENDA REPORT
TO: Honorable Mayor and City Council Members
FROM: Trevor Benson, Public Safety Manager 1 G
FOR: City Council Meeting of January 22, 2024
SUBJECT: Extending the Existence of a Local Emergency Due to Tropical Storm Hilary
RECOMMENDATION:

That the City Council extend the declaration of a local emergency as a result of Tropical Storm Hilary.

TROPICAL STORM BACKGROUND/DISCUSSION:

On Sunday, August 20, 2023, the Yucaipa City Manager Chris Mann proclaimed a local emergency due to Tropical Storm Hilary in Yucaipa and surrounding communities. The storm which was caused by remnants of Tropical Storm Hilary produced conditions of extreme peril to the safety of persons and property within the City of Yucaipa, in the form of infrastructure damage, from extreme weather including intense rain, wind, flooding and debris flow.

On August 20, 2023, the County of San Bernardino also declared a County -Wide, local emergency due to the storm and on August 19, 2023, the State of California pre-emptively proclaimed a state of emergency in several counties including County of San Bernardino.

At the August 24, 2023, Special City Council meeting, Council adopted Resolution No. 2023-43, ratifying the proclamation of the existence of a local emergency by the City Manager.

Post storm assessments were conducted in the burn areas and debris basins to identify on -site and downstream threats to public health or safety from landslides, debris flow, flooding, road hazards and other post -fire related concerns, as well as to determine measures to prevent or mitigate identified threats.

As a direct result of the tropical storm, several areas within the City were impacted, requiring emergency work, for Oak Glen Road, Casa Blanca and Pendleton Road. Staff is tracking costs for the required emergency response work necessary to address these areas. In addition to the emergency work performed to close, cleanup and reopen City facilities/roadways, additional emergency work was required to address approximately 100,000 cubic yards of mud, silt and debris that impacted areas within the Wilson III Basin/Channel area. In addition, the Oak Glen 01/22/2024 City Council Agenda 49

Creek Basin system sustained approximately 50,000 cubic yards of mud, silt, and debris, that, in conjunction with San Bernardino County Flood Control District was removed.

Pursuant to Yucaipa Municipal Code Section 8.36.160, the City Council shall review, at least every fourteen (14) days, unless waived by the City Council to meet State requirements, until such local emergency is terminated, the need for continuing the local emergency.

Such declaration facilitates the City's response to combat perilous conditions by providing limited immunity for emergency actions of public employees and governing bodies, authorizing the issuance of orders and regulations to protect life and property, and activating pre -established local emergency provisions.

FISCAL IMPACT:

None with this item.

Approved by:
01/22/2024 City Council Agenda CO

Agenda Item No. 4

CITY OF YUCAIPA

AGENDA REPORT
TO: Honorable Mayor and City Council
FROM: Fermin Preciado, Director of Development Services/City Engineer Landon Kern, Assistant City EngineerCi< r
Crystal Campbell, Associate Engineer CG
FOR: City Council Meeting of January 22, 2024
SUBJECT: Purchase Authorization - Traffic Signal Poles, Mast Arms and Hardware for the Oak Glen Road/Live Oak Canyon Road Widening Project, Colorado Street to Outer Hwy-10 South
RECOMMENDATIONS:

That the City Council approve and authorize the City Manager to execute a purchase order/contract with American Right Of Way, Inc. of Walnut, CA in the amount of $62,849.50 (including tax) for the purchase of traffic signal poles, mast arms and hardware for the installation of a traffic signal at the intersection of Oak Glen Road and Colorado Street, as a part of the Oak Glen Road/Live Oak Canyon Road Widening Project, Colorado Street to Outer Hwy-10 South Project.

BACKGROUNDMISCUSSION:

The FY 2023/2024 Capital Improvement Program (CIP) includes the Oak Glen Road/Live Oak Canyon Road Widening Project, Colorado Street to Outer Hwy-10 South Project (Project). This Project is being completed in Phases, with Phase 1 and 2 completed in 2019 and 2023, respectively.

In a new traffic signal project, the item with the longest lead-time is the fabrication and delivery of traffic signal poles, which typically takes 60 to 80 days, or longer if custom poles are ordered. With the current economic conditions related to labor and material shortages, the delivery time for traffic signal poles and related cabinets and equipment is being quoted as 120 to 140 days or even longer.

Regardless, this lead-time usually causes a significant delay in the construction and installation of new traffic signals after the construction contract is awarded to a contractor. In order to streamline the construction process, staff is proposing to purchase the traffic signal poles, mast arms and hardware in advance and have them delivered and readily available for the contractor to install after City Council has awarded the construction contract. In addition, by purchasing directly and not incurring the administration/processing fee usually passed along by the contractor to the City, the City may experience an overall cost savings for the project as the contractor cannot "mark" up the cost.
01/22/2024 City Council Agenda 51

The proposed traffic signal poles, mast arms and hardware will be used to complete Phase 3 of the Project. Phase 3 includes the signalization of the intersection at Oak Glen Road and Colorado Street.

The executed Development Agreement for the hotel and fueling station project being developed at the corner of Oak Glen Road and Colorado Street requires that the City construct the traffic signal at this intersection.

Cost proposals and delivery lead times were requested from vendors who provide traffic signal poles, mast arms and hardware. The following proposals were received from two (2) vendors:

Vendor
Equipment Type
Estimated
Lead-time
Proposal
Amount
American Right Of Way, Inc.

Poles, Mast Arms, Hardware
98 Days
$62,849.50
JTB Supply Company
Poles, Mast Arms, Hardware
154-168 Days
$99,027.64
Staff has reviewed the cost proposals and determined that they meet the requirements of the traffic signal construction contract plans and specifications. Consequently, staff recommends approval of the purchase from American Right Of Way, Inc. in the amount of $62,849.50 for the purchase of the required traffic signal poles, mast arms and hardware to complete the installation of the new traffic signal.

FISCAL IMPACT:

The FY2023/2024 approved Capital budget includes the $62,849.50 in the recommended actions.

No further fiscal impact is noted.

Attachments:

1. Cost proposals for traffic signal poles, mast arms and hardware Approved by:

O1/22/2024 City Council Agenda 52

ATTACHMENT 1
01/22/2024 City Council Agenda 53

�R%GHT_
O�
�P American Right -of -Way, Inc.
z PO Box 716, Walnut CA, 91788
a �
Just Say "Right Away!"
\FSt. 20�'4
Quote Number
Q23-305
Estimator
Dave Weir
Agency
Yucaipa
Phone
760 505 3335
Job Name
Oak Glen & Colorado
E-mail
[email protected]
Bid Date
12/15/2023
Valid for
60 Spec Year
2022
Expires
2/13/2024
Bid Item Description
Price
Poles, Signal Mast Arms, Luminaire Mast Arms,
Sign Arms, Anchor Bolts, Anchor Plates $ 58,329.00
Per Caltrans 2022 and Plan Sheet 2 of 4
Delivery and off loading of poles is included.

Anchor Bolt delivery is included, but will require
forklift and off loading by customer.

7.75% Sales Tax $ 4,520.50
Total $ 62,849.50
Material lead times (at bid) approximately 14 weeks. Subject to change.

Sale subject to credit approval and standard terms and conditions.

Freight included.
01/22/2024 City Council Agenda 54

/R�cHr.o
a �
k1st. 202�'/
Customer
P.O.#
Job #
Quote Number
Agency
Job Name
Qua Description
Material Submittal
Q23-305
Yucaipa
Oak Glen & Colorado
POLES
4 15' LMA (3 BOLT)
2 10' IISNS ARM
4 1A-10'
2 DETAIL U REGULATORY SIGN BRACKETS
2 17-3-100-O'SMA-0' LMA
2 20' SMA (FOR 16/17-3-100)
1 24-4-100-O'SMA-0' LMA
1 26-4-100-O'SMA-0'LMA
1 35' SMA (FOR 23/24/24A-4-100)
1 40' SMA (FOR 26/26S/27-4-100)
American Right -of -Way, Inc.

PO Box 716, Walnut CA, 91788
Just Say "Right Away.!"
P.O. Date
Estimator Dave Weir
Phone 760 505 3335
E-mail [email protected]
Bid Date 12/15/2023
Spec Year 2022
Poles 1,3,5,7
Poles 3 & 7
Poles 2,4,6,8
Poles 1 & 5
Poles 3 & 7
Poles 3 & 7: 1 Tenon, EOA
Pole 1
Pole 5
Pole 1: 2 Tenons, EOA and TBD
Pole 5: 2 Tenons, EOA and TBD

ANCHOR BOLTS
4 ANCHOR BOLT SET, 4) 1 X 36 BOLTS, W/8.5 " BC PLATE
3 ANCHOR BOLT SET, 4) 21 /4 X 42 BOLTS, W/21 " BC PLATE 1 ANCHOR BOLT SET, 4) 2 1 /4 X 42 BOLTS, W/23 " BC PLATE 01/22/2024 City Council Agenda 55

REMOVABLE ENO CAP
RETAIL 1 E OR CONDUIT SEE DETAIL 1

5.00" I.O. MIN. AT BASE-,5.00' S.O. MSN. AT BASE
(SEE POLE DATAI 4.00" GALVANIZED STEEL (SEE POLE DATA)

SEE PI(THREADP

NOTE ED ON BOTH ENDS NOTE SEE

1.38" MIN.-1.88' MAX.) PBAP 4'-7'. NOTE
APS 5'-7'
DETAIL 2 DETAIL 2
DETAIL 3 DETAIL 3

8.00'
�A
OETAIL 6 DETAIL 5
DETAIL 6
�j
DETAIL 6 DETAIL 6 DETAIL 4
NOTE:

STANDARDS SHALL BE 12'-0' t 2.00" FOR FLASHING BEACON
POST, 10'-0' t 2. 00' FOR VEHICULAR SIGNALS AND 7'-0'
t 2. 00' FOR PEDESTRIAN SIGNALS UNLESS OTHERNI5E NOTED ON PLANS.

POLE LENGTH: 7'-0"
POLE LENGTH: 10'-0"
TYPE 1--A 5-ANDARD

MATERIAL DATA
COMPONENT A5:

I-B SHAFT

FINISH NOTES
NOTE:

STANDARDS SHALL BE 10-0" t 2.00' FOR VEHICULAR
SIGNALS AND 7'-0" t 2.00" FOR PEDESTRIAN SIGNALS
UNLESS OTHERWISE NOTED ON PLANS.

SYSTEM: GALVANIZED - NO AEROSOL
REPAIR
BASE COAT: HOT -DIP GALVANIZED TO
ASTM A123
PRIME COAT: NONE
FINISH COAT: NONE
COLOR: NONE
SPEC: F-544
POLE LENGTH: 7'-0"
POLE LENGTH: 10'-0"
TYPE 1-8 STANDARD
PBAP POLE LENGTH: 4'-7"
APS POLE LENGTH: 5'-7"
PUSH BUTTON ASSEMBLY POST 6

ACCESSIBLE PEDESTRIAN SIGNAL
TYPE 1-A AND 1-0 ALTERNATE SHAFT LENGTHS
BASE TOP LENGTH iHK.

POLE TYPE DIA. DIA. (FT) (HN1
(INI (IN)
12'-0" 5.25 3.53 11.58 0.119
13-0" 5,25 3.49 12.58 0.119
14'-0" 5.25 3.35 13.58 0.119

5.25 3.21 14.58 0.119

5.25 3.07 15.58 0.119

POLE AND ANCHOR BOLT DATA

POLE TUBE

POLE BASE

ANCHOR BOLT DATA

POLE TYPE
BASE
DIA.
(IN)
TOP
DIA.
(INI
LENGTH
(FT)
THK.
(IN)
SQUARE
' S•
(IN)
BOLT
CIRCLE
Y.
(IN)
THK,
.2.
(IN)
HOLE
(IN)
DIA
(I NI
LENGTH
(IN)
THREAD
LENGTH
(IN)
I -A 7'

5.25 4.32

6.67 0.119

9.50 8.50

0.750

1.25 1.00

36.00 6.00
i-A ',0'
5 46

4.13 9.67

0.119

9.50 8.50
0 750

1.25 1.00

36.00 6.00
PBAP

4.50 4.50

4.58 0.237

7.00 7.00

0.500

0.75 1

0.63 12.00

6.00 APS

4.50 4.50

5.58 0.237

7.00 7.00

0.500

0.75 0.63

12.00 6.00
1-8 7'

4.50 4.50

7.00 0.237
OET. 5

7.1111

1.250

0. 88

0.75 30.00

6.00 1-8 10'

4.50 4.50
to Do

0.231
DET. 5

7.88 0.88

0.75 30.00

6.00 1-0 7'

5.25 4.32

5.67 0.119

9.50 8.50

11.250

0.750

1.25 1.00

36.00 6.00
1-D 10'

5.25 3.90

9.67 0.119

9.50 8.50

0.750

1.25 1.00

36.00 6.00
NOTE:

STANDARDS SHALL BE 12'-0" t 2.00- FOR FLASHING BEACON
POST, 10'-0' t 2.00' FOR VEHICULAR SIGNALS AND 7'-0'
t 2.00' FOR PEDESTRIAN SIGNALS UNLESS OTHERWISE NOTED ON PLANS.

POLE LENGTH: 7'-0"
POLE LENGTH: 10'-0"
TYPE 1-D STANDARD

DESIGN CRITER TA
2013 AASHTO STANDARD SPECIFICATIONS

FOR STRUCTURAL SUPPORTS FOR HIGHWAY
SIGNS, LUMINA[RE. IANDFI TRAFFIC SIGNALS.

FATIGUE INCLUDED
SPECIFIED IN SIGN.CHAPTER Il
ARE NOT INCLUDED IN THIS DESIGN.

X IN0 VELOCITY
100 MPH ISOTACH

DESIGN CRITERIA

STANDARD ORIENTATION
0 0
0 45' ALL ANGLES MEASURED
(ANCHOR BOLT CLOCKWISE FROM HAND -
HOLE �HANGHGLE HOLE AS VIEWED FROM

SMALL END OF POLE

RADIAL INDEX SMALL
6 1-D)
ALTHOUGH RARE. VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES.

BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING
VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE

USER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION

FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY
STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT

WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR

SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION,

HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH
MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT.

VIBRATION DISCLAIMER
HAN ` HA ." """'TYPE I -A 7' -0" 10' -0" , TYPE I-B 7' -0" I O' -O" . VALMONT INDUSTRIES. INC. RESERVES rR�e nuneen: 1 OF 2 B BOS 04/01/21 BDS 04/01/21 CHANGED MANOHOLE THICKNESS THE RIGHT TO INSTALL VARIOUS, ��� f41AKIMG xurern v A GR7 05/27/19 805 07/10/19 UPDATED HANDHOLE MATERIAL DATA TYPE 1-0 7'-0" 10'-0", PUSH BUTTON ASSEMBLY POST, APS ENGINEER APPROVED. MATERIAL HANGING 1-1 KP6 02/14/19 eDS o2/14/19 - - - - - - - - - - CALTRANS 2018 & 2022 REVISED STANDARD PLANS AND SPECIFICATIONS ACCOMMODATIONS TO THE Va11ey,NE 68064 r'+ REV MANY BY -BATE (]ECK BY -BATE OEsrnlRYxaK (402) 359-2201 ❑BQ 1 �82 C 01/22/2024 City Council Agenda 56

DETAIL 4 �'M"
DETAIL l.lA OR 2
LUMINAIRE "
MOUNTING 6,00"
HEIGHT
REMOVABLE ENO CAP SEE DETAIL 3_/
"A
UM

ARM DATA
DETAIL 5, (TYPICAL)
DETAIL 6

4.Do' DETAIL 7
(EOA) DETAIL
1 F• OP 2
I

DETAIL I I
(WHEN REQUIRED)
"B. A'
G., 'E'

MAST ARM
15-0" 3'-0' DETAIL 8 •H-
20'-0" 4-0"
25'-0" 5-6- DETAIL 9
30-0" 6'-0'
40-0' 9'-0' 1•_l0•
45'-0" 9-0" 8.00"
DETAIL 10
DETAIL 11

DESCRIPTION
PRO". AREA
(FT7)
WEIGHT
(LB51
JO5EVICE
12"-3 SEC. SIGNAL WITH BACK PLATES

10.24 fi5.00

45.00' X 45.00' REGULATORY
14, 10

44.00 8'-0" X 1'-10" STREET NAME - ILLUMINATED
14,64

PEDESTRIAN SIGNAL FACE

8.16 80.00

DESIGN CRITERIA
2013 AASHTO STANDARD SPECIFICATIONS

FOR STRUCTURAL SUPPORTS FOR HIGHWAY
SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS.

FATIGUE LOADS SPECIFIED IN CHAPTER 11
ARE NOT INCLUDED IN THIS DESIGN.

WIND VELOCITY'

3.34 FT'
MAST ARM X.

54.9 LB
IS'-4" 15'-0" 9'-6'
100 MPH ISOTACH
25•-G• ID•-G"
LUMINAIRE 30'-0' 10'-6"
MOUNTING 357-0" 10'-6"
F" HEIGHT 40-0' 131-0" F•-�{
TYPE: 17-3-3-6-fi' 7� X" 45'-0" 13--0" 3'-6" I I•.-
19-too3-100
19A-3-100 O
2 TYPE: 4-3-100 I6-3-100
24A-3-100 1e-3-100 O
26-3-100 Op I- - 23-3-100
27-3-100
26A-3-100 OA ©� _ �O ©�
INTERNALLY ILLUMINATEO� 0 INTERNALLY ILLUMINATED
17'-0' MIN. STREET NAME SIGN IN LIEU .H. l7'-D' MIN. STREET NAME SIGN IN LIEU

OF MID SIGNAL WHEN

SHOWN ON PROJECT PLANS I OF MID SIGNAL WHEN
Q 10'-0' Jlll-SHOWN ON PROJECT PLANS
WHEN
ROADWAY 7 -0'

ROADWAY

CALTRANS STANDARD LOADING INFORMATION
7-0-

POLE DATA MATERIAL DATA FINISH DATA
MIN.

POLE TUBE POLE BASE ANCHOR BOLT COMPONENT ASTM YIELD
DESIGNATION tKSI) SYSTEM: GALVANIZED - NO AEROSOL
POLE LOAD MIND LENGTH BASE TOP SQUARE BOLT THK. THREAD SIGNAL ARM LUMINAIRE ARM TYPE CASE VELOCITY THICKNESS CIRCLE HOLE DIA. LENGTH A595 GR.A REPAIR MPH •A" DIA OI A. 'S' '2" LENGTH (FTI (FT) TAPERED TUBES 55 (IN) Y. (IN) (INI 'IN
(FT)
(IN)
IIN)
(IN)
(IN)
(IN)
1 (IN)
16 3
100
18,50

16.00 13.41

0.250

23.00 21.00

3.000

2.50 2.25

42.00 12.00

15.00, 20.00
N/A
17 _._
18 3
__ ...._..
3 100
....
too

30.00 __._._..

17.00 6 00
_. ....

16.00 I 11 80
....._..
1 13.62
0 250

0. 250

23.00 1 21.00 j 3.000
1 2.50 2.25
TU

42.00 I2.00

12.00 IS .i �..

25.00. 30.00
F. 5
2 1 TJ
N/A
19 3
100

30.00 16.00

11.80 0.250

23.00 21.00

3.000

2.50 2.25

42.00 12.00

25.00. 30.00

6.33-15.33
19A
3 100

35.00 16.00

11.10 0.313

23.00 21.00

3.000

2.50 2.25

42.00 12.00

25.00. 30.00

6.33-15.33
23 1 3
1 100

17.00 16.00
13,62

0.250

23.00 21.00

3.000

2.50 2.25

42. 00

12.00 35,00
N/A
24 3
100

30.00 16. 00

11.80 0.313

23.00 21.00

3.000

2.50 2.25

42.00 1200.

35.00 6.33-15.33
24A
3 1 100

35.00 15.00

11.10 0.313

23.00 21.00

3.000

2.50 2.25

42. 00

12.00 35.00

5.33-15.33
26 3
100

30.00 18.00

13.80 0.313

25.00 23.00

3.000

2.50 2.25

42.00 12.00

40.00, 45.00

6.33-15.33
26A
3 1 100
35,00

15.00 13.10

0.313

25.00 23.00

3.000

2.50 2.25

42.00 12.00

40.00, 45.00

6.33-15.33
27 3
100

17.00 18.00

15.62 0.313

25.00 23.00

3.000

2.50 2.25

42.00 12.00

40.00. 45.00
N/A

SIGNAL ARM DATA

PROJECTED
LENGTH
"E"
(FT)

MID TENON
MIN. SPACING
"F"
(FT)

MOUNTING
HEIGHT
-G•
(FT)
ARM

ATTACHMENT
"B•
(FTI

ARM BASE
DI
II NI
THICK
(INI)•
BOLT
CIRCLE
(INI

HIGH STRENGTH
BOLT
(IN)
PLATE
SQUARE
J.
(IN)

ARM PLATE

THICKNESS
"K'
(IN)

POLE PLATE

THICKNESS
"L'
(INI
ANGLE
(DEG)

15.00 B.00

21.67 17.50

8.00 0.179

12.00 1.25-7NC X 3.00

15.00 1.250

1.500
23 20. 00
P.30

21.G7

17."o

8.00 0.179 12 Oo
125-7NC + 3.OU

15.00 1.250
1 500
23 25.00

12.00 22.67

16.00 8.00

0.239
12,00

1.25-7NC X 3.00

15.00 1.250

1.500
23 30.00

12.00 23.00

16.00 8.00

0.239

12.00 1.25-7NC X 3.00

15.00 1.250

1.500
23 35.00

14.00 23.00

16.00 8.75

0.239
13 00

1.25-7NC X 3.25
Moo

1.500

1.750
21 40.00

15.00 23.00
I6.00

9.39 0.239

13.00 1.25-7NC X 3.25

17.00 1.500

1.750
IS

45.00 I5.00

23.67 16.00

10.14 0.239

13.00 1.25-7NC X 3.25

17.00 1 1.500

1.750
15 .PROVIDED IT A 17.00" SQUARE SIMPLEX PLATE TO
MATCH THE 45' MAST ARM. POLES (26-3,26A-3, 6
27-3)CAN ACCEPT BOTH A 40' 6 45' MAST ARM.

OR A GR.55 BASE COAT: HOT -DIP GALVANIZED TO
5 A572 GR.50 50 AST M A123
TS A572 GR.50 50 PRIME COAT: NONE
BOLTS F3125 GR.A325 FINISH COAT:NONE
A501 OR COLOR: NONE
/ TUBING A500 GRAB 36 SPEC: F-544

LUMINAIRE ARM DATA

PROJECTED
LENGTH
RISE

ARM BASE

THICKNESS
LUMINAIRE MTG. HEIGHT
• M.
(FT1
•N'
(FT)
CIA
(IN)
(IN)
30 .00' POLE 35.00' POLE

5.33 2.00

3.36 0.119

31.50 1 36,50

8.33 2.50

3.65 0.119

32.00 37.00

10.33 3.25

3.95 0.119

32.75 37.75

12.33 4.25

4.27 0.119

33.75 38.75

15.3J
4 75

4.6C•

0.119
3A 25
"9.25
]]cO.75"

0.50" STD. PIPE
COUPLING ,19

DETAIL I I IIS COUPLING (WHEN REQUIRED)

ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES.

BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING
VARIABLES. VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE

USER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION

FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY
STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT

WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR

SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION,

HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH
MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT.

VIBRATION DISCLAIMER
t HBU4 ueY,nYr4 HBU< ue7,a/4.a nUU- -- iU 111- TITLE VALMONT INDUSTRIES. INC. RESERVES PAGE NUMBER: I OF JE D BDS 04/05/21 BDS 04/05/2L POLE/ARM PLATE WELD DET. ADDED AFTER GALV. SIGNAL STANDARDS CASE 3 ARM LOADING THE RIGHT TO INSTALL VARI.S. Va`'1' ontVDanxc MA®EIC GR7 o6/26/19 BD5 02/l4/19 UPDATED MATERIAL DATA B LOADING INFO. TITLE ARM LENGTHS 15' -45' CALTRANS 2010, 2015, 2018 & 2022 ENGINEER APPROVED, MATERIAL HANGING -DJ7 03/01/17 BDS o3/02/17 - - - - - - - - - - - - - - - ACCOMMODATI DNS TO FACILITATE THE Valley,NE 66064 BEv _BY -DATE CIECKer-DATE aEsrn,or,rn REVISED STANDARD PLANS & SPECIFICATIONS MANUFACTURING PROCESS. (402) 359-2201 ❑601210 01/22/2024 City Council Agenda 57

REMOVABLE END CAP

0.75'
ARM TUBE 4.00`

1.75 0.50' NUT HOLDER FOR GROUNDING
5 AFT DATO 180'EFROM HANDHOLE
RIM, FASTENERS PROVIDED.

Y STOP-0. 25' GALV. HEX HEAD
TOP OF SIGN LEVELfNUT B LOCK WASHER. INSTALL
_ _ _ _ _ CHANNEL. TOTAL 2
r
d .94'
"C" HOOK FOR 50* DI ANDQ
HANDLING - 0.50' OlA. COMMER-

CIAL GRADE HOT ROLLED BAR

1.00"

0.W4' OI A.

THRU HOLE

2.38' 0.0. % 0.154'
WALL X 5.00` LONG -PIPE .25

0.250' THICK H.p.M.S.

HANOHOLE MOUNTING BAR
L. 31'-18UNC % 2.00'

HEXSOCKET FLAT

HEAD SCREW-

STAINLESSSTEEL

MAST ARM
I

45.00" CMIN.

DETAIL 1 POLE TOP
SIZE TUBING.

DETAIL 5 SIGNAL ARM TENON

HANDHOLE COVER-

5.63'11 GA. H.R.M.S.

2.00' W/COUNTERSUNK

POLE HALL WELD

7.31' THICKNES SIZE
L 0.250' 0.31'

0.432' r
MAX. B-LINE PIPE
3000' CLAMP-(I.D.

MA%.HOLE SEE DETAIL "A" AS REO'D)
'
L_ - - - - J (B1GN PANEL

Y OT ERS)
45" MAX,
'J' HOOK FOR WIRING 0.75
1" MIN.

0.38" DIA.COMMERCIAL

GRADE HOT ROLLED BAR

3.00' 4'
'�
HE% HEAD BOHIGH LTSGNITH TYP
111 XASHEq PER BOLT. .38

SEE POLE/ARM

PLATE WELD DETAIL

3.75"%3.75"%0.75'THK
.88'

INTERNAL LUG USED FOR
DURING MFG. PROCESS
1A TOP OPTION POLES OVER 2,000LBS
38 Typ
�.L.0.375'
'I' BOLT CIRCLE THICK
GusSETS
0 ANGLE
.J• -�
•K'�- /� 2. 00"SCH.
�l2.06 40 PIPE
INSIDE
3g TYP. GALVANIZED
DIA. -2.00' DRAIN HOLES.

SEE PAGE I OF 2 FOR SIGNAL ARM DATA 4 BOTH SIDES

POLE SHAFT WALL

HANOHOLE RIN FORMED FROM
PIPE SIZE TUBING.DETAIL
.33' 2 00'0.31" DIAHANDLING

THRU HOLE
° 5T.3T 0.28" f.38'
-
qCHANNELl
SECTION C-C 1.00`�1.00'

1.fi3' 19.50'

39.00'

MATERIAL NOTE'
NOTE: 12GA.GALV. STEEL CHANNEL.

ALL SIGN PANEL 1.63' X 1.80 LB/FT.

MOUNTING HARDWARE(TOP
PROVIDED BY OTHERS. DETAIL 'A'
DETAIL9 HANOHOLE
'
[INOUT]WALL' 0.5 X LONG-'
HALL X 2. 50' LONG-

PIPE SIZED TUBING

ROUNO PULE PLATE-
dX50KSI MIN.

STRENGTH. WITH
DIA. WIRE

0.250"ENTRANCE HOLE.

EDGES00.44" HOLE FOR

GALVANIZING VENTING

POLE SHAFT

SEE POLE/ARNYIELD

PLATE XELD DETAIL
1 -
Z

1.50" RADIUS
'Y'
+ `5"
I
HOLE

POLE BASE INSIDE DIAMETER
MINUS 2.00'
DETAIL 2 *POLE TOP TENON
IDETAIL 6 1 SIGNAL ARM ATTACHMENT

SIGN FRAME
t0

POLE/ARM SHAFED WITH CAULKING

GALVANIZING
CJp0.250" % 2.00"

BACK UP RING
�FER

7...A
(31 -0.63` X 1.75' LONG Typ
HEX HEAD BOLTS .25
.25
TYP. 25

1.50` % 3.25' ALUMINUM

SERIES/LENGTH/SPEC YR IDENTIFICATION TAG

SECURED TO ARM SHAFT
VALMONT/MANU. YEAR WITH (2) 0.188" RIVETS
CONTRACT NUMBER AT 6.00" UP FROM BASE
SERIAL NUMBER/ORDER NUMBER STAMPED AS SHOWN.

7.63" 1.000'
DETAIL 7 SIGNAL ARM ID. TAG
SEE PAGE 1 OF 2 FOR BASE PLATE DATA

DETAIL POLE BASE PLATE
POLE/

4.63" 0. 250"
THICK

GUSSETS
.75' H.75"
10 POLE/ARM PLATE WELD DETAIL

1.50' % 3. 25' ALUMINUM

IDENTIFICATION TAG
SERIES/ARM MA%./SPEC YR SECURED TO POLE SHAFT
O VALMONT/MANU. YEAR WITH (2) 0.188` gIVETS
CONTRACT NUMBER AT 1'-!0" UP FROM BASE
SERIAL NUMBER/OROEfl NUMBER STAMPED AS SHOWN.

DIA. 1
(4)-ANCHOq BOLTS WITH I}�
(4) HEXNUTS ANO (d) HASHERS AD
TH5
4LEN
END GALVANIZED AT LEAST 12.00'.

LENGTH�,LUMINAIgE
PER BOLT WITH THREADEDrl

ANCHOR BEARING PLATEE

STANDARD ORIENTATION
270'
gMAST ARM
ARM
4ALL ANGLES MEASURED

00.3B'
DRAIN HOLE 0.75'
,
HOLEHOR BOLTrLHANDHOLE HOLLEKASSE FROM HAND

VIEWED FROM

SMALL END OF POLE
DETAIL 3 LUMINAIRE ARM ATTACHMENT
DETAIL 81 POLE ID. TAG

DETAIL III ANCHOR BOLT
RADIAL INDEX - 17-3,19-3,19A-3,24-3.24A-3,26-3,26A-3 STRUCTURES 8 .00' NOMINAL STRAIGHT SECTION STANDARD ORIENTATION
REFORMED TO 2.38' O.D. 270•
0 0
l fNAST ARM
2'
g.00•-.T"---� RISE cc ALL ANGLES MEASURED
AOLEHOP BOLT 46 (HANOHOLE CLOCKWISE FROM HAND

MOLE AS VIENED FROM

SMALL END OF POLE
DETAIL 4 LUMINAIRE ARM ENO RADIAL INDEX - 16-3, IB-3.23-3, 27-3 STRUCTURES • IF POLE TOP TENON IPROVIDED. NOTE THAT A 00.44' r[TLB PAGE NUMBER: 2 OF 2 SERIES

HOLEE W WILL BE PROVIDED FOR OIUNIMO UMBER REV
R GALVANIZE VENTING. SIGNAL STANDARDS CASE 3 ARM LOADING VATHENRIGHnTU TO INSTALL%ARIOUS.

ARM LENGTHS 15' -45' CALTRANS 2010, 2015 2018, & 2022 ENGINEER APPROVED, MATERIAL HANGING REVISED STANDARD PLANS & SPECIFICATIONS ACCOM MANUFACMODAT ITURINGS TO F PROCESS. ACILITATE THE (4021Vall59 220fid (4021 359-2201 D B 0 1210 1 E
01/22/2024 City Council Agenda 58

DETAIL 4 �'M' DETAIL 1.IA. 0fl 2

LUMINAI -
MOUNTING 6,00"
HEIGHT
SEE

LUMINAIRE
REMOVABLE ENO CAP ARM DATA pETAIL 3
DETAIL 5
(TYP1
0E74[L 7

4.00' DETAIL 8
(E041
F" 'A'
DETAIL 6
B.
.G. 'E"
MAST ARM 'B" DETAIL 9 'H..
25'-0' 5'-6' pETAIL 10
30'-0' 6'-0"
35' -0" 7' -0"
40'-0' 9'-0' j
45'-0' 9'-0" 1'-10" L

8. 00"
DETAIL Il
DETAIL 12
DEVICE

DESCRIPTION
PROJ. AREA (FT�

WEIGHT (LB)

A SIGNAL

12.00"-3 SECTION W/BACKPLATES

10.24 65.00
B SIGN

45.00' % 45.00" REGULATORY

14.10 44.00
C SIGN
8'-0" X 1'-10' STREET NAME - ILLUMINATED

14.64 80.00

O SIGNAL

PEDESTRIAN SIGNAL FACE

8.16 80.00
3,34 FT' MAST ARM X.

54.9 L0
25'-0' 10'-6'
T I I 30'-0' 10'-6'
} 35'-0' SO'-6'
LUMINAIRE 40'-0'
'F' MOUNTING
IIN. HEIGHT 45-0" 13'-0'

DESIGN CRITERIA
2013 AASHTO STANDARD SPECIFICATIONS

FOR STRUCTURAL SUPPORTS FOR HIGHWAY
SIGNS. LUMINAIRES, AND TRAFFIC SIGNALS
FATIGUE LOADS SPECIFIED IN CHAPTER 11
ARE NOT INCLUDED IN THIS DESIGN.

WIND VELOCITY'
100 MPH ISOTACH
TYPE: 19-4-100
19A-4-100
3 6" I r
X
MAX
3'
I
24-4-100
24A-4-100
TYPE: 18-4-100
26-4-100
O
23-4-100
26A-4-100
O OA
0 27-4-100
CA
�N.
17'-0" H
O A
� .H.• I7'-0' MIN.

Q
IO'-0'

ROADWAY
7 -0'
RDA[

CALTRANS

STANDARD LOADING INFORMATION

MATERIAL DATA
POLE
TUBE
POLE
BASE

ANCHOR BOLT
ASTM
MIND
BOLT

COMPONENT

DESIGNATION
POLE
LOAD
yELOCITY
LENGTH
"A�.

BASE
TOP

THICKNESS
50UARE
CIRCLE
THK.

HOLE
OIA.

LENGTH
THREAD

SIGNAL ARM

LUMINAIRE ARM
TYPE
CASE
MPH
(FT)
DIA
(INI
OIA.
(IN)
(IN)
"5'
(IN)
Y.
'Z'
(IN)
II NI
(IN)
II NI
LENGTH
(INI
(FTI
ffTl

TAPERED TUBES
A595 GR. A
OR A572 GR.S
(IN)
PLATES
A572 GR.50
18 4
100

17.00 16.00

13.62 0.250

23.00 21.00

3.000

2.50 2.25

42.00 25.00.30.00

GUSSETS
A572 GR.50

12.00 N/A
CONN.BOLTS
F3125 GR. A3:
19 4
t00

30.00 16.00

11.80 0.250

23.00 21.00

3.000

2.50 2.25

42.00 12.00

25.00.30.00 6.33-15.33
A501 OR

PIPE / TUBING
A500 GR.B
19A
4 100

35.00 16.00

11.10 0.313

23.00 21.00

3.000

2.50 2.25

42.00 12.00

25.00.30.00 6.33-15.33
23 4
100

17.00 t6.00

13.62 0.313

23.00 21.00

3.000

2.50 2.25

42.00 12.00

35.00 N/A
24 4
100
30-00
16 00
11 all

0. 313
3 00
21 00

3.00C

2.50 42.00
12 00

35. 00
6 33-15.33
24A
4 100

35.00 16.00

11.10 0.313

23.00 21.00

3.000

2.50 2.25

42.00 12.00

35.00 6.33-15.33
2G
4 100

30.00 18 00
1 1-1SOU.
2 5 00
23 00
3 000

2.50 225

2.00 12 OC.

40.00.45.00 26A
4 100

35.00 18.00

13.10 0.313

25.00 23.00
3,000

2.50 2.25

42.01 12.00

40.00. 45.00

6.33-15.33
27 4
100

17.00 18.00

15.62 0.313

25.00 23.00

3.000

2.50 2.25

42.00 12.00

40.00, 45.00
N/A

SIGNAL ARM DATA LUMINAIRE ARM DATA

PROJECTED MID TENON MOUNTING ARM BOLT PLATE ARM PLATE POLE PLATE PROJECTED LUMINAIRE MOUNTING

ARM BASE HIGH STRENGTH RISE ARM BASE
LENGTH MIN. SPACING HEIGHT ATTACHMENT THICK CIRCLE 59UARE THICKNESS THICKNESS AN LENGTH THICKNESS HE (FT) 'E' 'F' "G' H. DIA' (IN! "I' BOLT J. 'K' 'L' Er) 'M" 'N' OI A. (INI (FT) (FTI (FTI (FT) (IN) (IN) (IN) (IN) IIN) IIN) (FT) (FTI (IN) 30.00' POLE 35.00' POLE

25.00 10.00 22.67 16.00 8.00 0.239 12.00 1.25-7NC X 3.00 15.00 1.250 1.500 23 6.33 2.00 3.36 0.119 31.50 36.50

30.00 12.00 23.00 16.00 8.00 0.239 12.00 1.25-7NC X 3.00 15.00 1.250 1.500 23 8.33 2.50 3.65 0.119 32.00 37,00

35.00 14 00 23.00 16 00 6 75 0.239 13 S0 1 25-7NC X 3.25 15 00 1.500 1. 750 21 10.33 3.25 3.95 0.119 32.75 37.75 •40.00 15.00 23. 00 1E.00 9.39 0 239- 13.50 5->U. X 3 25 1 11.00 1 500 1."'90 15 12.33 4.25 4.27 0.119 33.75 38.75

45.00 15. 00 23.67 16.00 10.30 0.239 13.50 1.25-7NC % 3.25 17.00 1.500 1.750 l5 15.33 4.75 1 4.68 0.119 1 34. 25 39 24 -PROVIDED WITH A 17.00' SQUARE SIMPLEX PLATE TO MATCH THE 45' MAST ARM POLES (26-4,26A-4, 6 27-4)CAN ACCEPT BOTH A 40' 6 45' MAST ARM.

FINISH DATA
SYSTEM: GALVANIZED - NO AEROSOL
REPAIR
BASE COAT: HOT -DIP GALVANIZED TO
ASTM A123
PRIME COAT: NONE
FINISH COAT:NONE
COLOR: NONE
SPEC: F-544

STANDARD ORIENTATION
270'
a 0
£MAST ARM
o ILUMI NAIRE A"
19-A,19A-.26 -4,-
24A-4.26-4,26A-4 ONLY)
TLANCHOR BOLT 45' ALL ANGLES MEASURED

HOLE HANOHOLE CLOCKWISE FROM HAND -

HOLE AS VIEWEO FROM

SMALL ENO OF POLE

RADIAL INDEX

ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES.

BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING
VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE

USER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION

FOR EXCESSIVE VIBRATION AND EX'AMINATI ON FOR ANY
STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT

WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR

SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION,

HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH
MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT.

VIBRATION DISCLAIMER
"$IGNAL STANDARDS CASE 4 ARM LOADING VALMONT INDUSTRIES. INC. RESERVES �_.W �t PAGE NUMBER: I OFn 0 B05 04/05/21 BDS 04/0S/21 A00E0 POLE/ARM PLATE NELp DET. AFTER GAL V. THE RIGHT TO INSTALL VARIOUS.ia�R. I. I C GR7 06/27/l9 R059 07/03/19UPDATED MATERIAL DATA ARMS LENGHTS 25' -45' CALTRANS 2010, 2015. 2018 6 2022 ENGINEER APPROVED. MATERIAL HANGINGNA5 02/23/17 eps 0z/23/17 - - - - - - - - - - - - - - - REVISED STANDARD PLANS 6 SPECIFICATIONS ACCOMMANUFACTURINGS TO FPROCESS. THE (402) 359-22064 DBO1211 14:v 0RA1N BY-OATE CH:Ct 6Y-01T6-RIPTION
O1/22/2024 City Council Agenda 59

REMOVABLE END CAP

0.75'

ARM TUBE
5'SHAFT

0.LDE NUT HOLDER FOR GROUNDING

WELDED TO INTERIOR OF POLE
AT 180' FROM HANOHOLE
RIM. FASTENERS PROVIDED.

SAFETY STOP-0.25" GALV. HEX HEAD
TOP OF SIGN LEVEL BOLT, NUT D LOCK WASHER. INSTALL
_ _ _ _ THRU CHANNEL. TOTAL 2
-
rMAST

4. 94'

FOR HIRING AND
HANOLING - 0.50" DIA. COMMER-W'❑IA.0.')BUNG

CIAL GRADE HOT ROLLED BAR
kOL'

THRUHOLE
2,38' 0.0. X 0.15'HEAD
WALL X 5.00' LONG -PIPE

0.250' THICK H.R.MS'C'HOOK
% GAOL'
HANOHOLE MOUNTING BAP111"111

HEXSOCKET FLAT
SCREW-7I1.00"

STAINLESS STEEL
ARM

45.00' I C
MIN.

DETAIL 1 POLE TOP
SIZE TUBING.

DETAIL 5 SIGNAL ARM TENON

HANDHOLE COVER-
.11 GA. H.R.M.S.

2.00'1 W/COUNTER5UNK
POLE WALL WELD0.38"

7.31' j THICKNES SIZESIGN
MAX. IB-LINE PIPE5

30.00'CLAMP-(I.D.

MA%.0.75'HOLE SEE DETAS REO'O)
,GRADE PANEL
'J' HOOK FOR WIRING 1' MIN.

OIA.COMMERCIAL
MOT ROLLED BAfl0.50'

3.00' 4'
-i
))��
�- 0.250' 0.31"

0.432"�
L. - - - - J (BY OTHERS)
I
MAX.{

3.75"X3. 75'X0.75"THK

INTERNAL LUG USED FOR
HANDLING DURING MFG. PROCESS
DETAIL 1A TOP OPTION POLES OVER 2,000LBS

0.50' STD. PIPE
COUPLING ,19
DETAIL 6 IIS COUPLING

POLE SHAFT WALL

HANOHOLE RIM FORMED FROM
PIPE SIZE TUBING.

DETAIL 10 HANDHOLE

PIPE CLAMP

0.88"

0.33' 0.31' DIA,

GAOL' THRU HOLE
o.s�
1,38'

0.28'

CHANNEL

SECTION C-C
45• CHAMFER
[INSIDE - OUT] WALL" O.D. % LONG-"
WALL X 2.50" LONG-
HEX HEAD BOLTSYP.
(1) MASHER PER
(EX HIGH STRENW.38

PIPE SIZED TUBING
'11 9 50UN0 POLE PLATE-
5L KSI MIN.

YIELD STRENGTH. KITH

2.TR DIA. WIRE

0.250" 19 ENTRANCE HOLE.

00.44' HOLE FOR

EDGES DESURREO GALVANIZING VENTING

POLE SHAFT
DETAIL 2 *POLE TOP TENON
(TOP 6BOTTOM]*��

SEE POLE/ARM

PLATE WELD DETAIL

0.375'
'1' BOLT CIRCLETHICK
"J'•Gussers
0 ANGLE
AOL' SCH.
0 PIPE

INSIDEANIZED
-2.00' N HOLES.

SEE POLE/ARM

PLATE WELD DETAIL
L
Z•

1.50' RADIUS
+ Y 'S'
HOLE

BASEINSIDE DIAMETER
MINUSGAOL'DIA.

1.63' +{ 19.50'

39.00"
MATERIAL NOTE:
12 GA. GALV. STEEL CHANNEL.

ALLNOTSIGNPANEL 1.63" X 1.80 LB/FT.

MOUNTING HARDWARE
PROVIDED BY OTHERS.DETAIL 'A"

SIGN FRAME
POLE/ARM SHAFT �[L

SEALED WITH CAULKING

AFTER GALVANIZING
CJP 0.250" X 2.00'

BACK UP RING
cc X .1325TIP25POLE
131 -0. 63" % 1.75" LONG TIP
HE HEAD BOLTS .25
.25

7.63' t.000•
4 .63' 0.250'
THICK

GUSSETS

5.75' B.75'
m0.38"
4 BOTH SIDES
SEE PAGE 1 OF 2 FOR SIGNAL ARM DATA
DETAIL 7 SIGNAL ARM ATTACHMENT
SEE PAGE 1 OF 2 FOR BASE PLATE DATA
DETAIL 11 POLE BASE PLATE

POLE/ARM PLATE

POLE/ARM PLATE WELD DETAIL
1 .50" X 3.25' ALUMINUM

IOENTIFICATION TAG

SERIES/LENGTH/SPEC YR SECURED TO ARN SHAFT
VALMONT/MANU. YEAR WITH (21 0.188' RIVETS
CONTRACT NUMBER AT 6.00' UP FROM BASE
SERIAL NUMBER/ORDER NUMBER STAMPED AS SHOWN.
. IF THE POLE TOP TENON IS PROVIDED. NOTE THAT A 00.44' HOLE MILL BE OIA. �I PROVIDED FOR GALVANIZE VENTING.
1<I-ANCHOR BOLTS WITH
(4) HE% NUTS AND (4) WASHERS THREAD

PER BOLT WITH THREADED LENGTH
ENO GALVANIZED AT LEAST 12.00'.

LENGTH

ANCHOR BEARING PLATE
GRAIN HOLE 0.75"
DETAIL 3 1 LUMINAIRE ARM ATTACHMENT
❑ETAIL 81 SIGNAL ARM I.D. TAG
BOLO'
DETAIL 121 ANCHOR BOLT

BOLO' NOMINAL STRAIGHT SECTION
REFORMED TO 2.38" 0.0.

1.50" X 3.25" ALUMINUM
1 RISE

SPEC YR IDENTIFICATION TAG

SECURED TO POLE SHAFT
YEAR 0WITH (21 0.188' RIVETS
BER AT 1'-10" UP FROM BASE
=SER�AUR NUMBER STAMPED AS SHOWN.

PAGE NUMBER: 2 OF 2
THE RIGHT TO INSTALL VARIOUS. rvlfl■ �A.- DEB
LOADING NGINEER INDUSTRIES, INC. RESERVES VZd" tT
2010, 2015. 2018 & GONG ENGINEER APPROVED. MATERIAL HANGING ACCOMMANUFACTURINGS TO FPROCESS. THE (402) 359 2201 DBO 121 1 E (4021 359-2201
DETAIL 41 LUMINAIRE ARM END
DETAIL 91 POLE I.D. TAG
TITLE
SIGNAL STANDARDS CASE 4 ARM
ARM LENGTHS 25' -45' GALTRANS
REVISED STANDARD PLANS 6 SPECIFICATIONS
01/22/2024 City Council Agenda 60

Caltrans 2022

STANDARD DWG

ANCHOR BOLT WITH PLATE
POLE
TYPE

NOMINAL

DIAMETER
(Inches)
TOTAL
LENGTH
(inches)
THREAD
LENGTH
BOLT
CIRCLE
PPB
5/8
12 4
7 CSSPPB
5/8
24 6
7 1 B
3/4
30 6
7 7/8
1113 DCN
3/4
24 + 6AT
6 + AT
7 7/8
1 A
1 36
6 81/2
1C
1 36
6 81/2
1D
1 36
6 81/2
1A DCN
1 30 + SAT
6 + AT
81/2
1 C DCN
1 30 + 6AT
6+ AT
8 1/2
1 D DCN
1 30 + 6AT
6+ AT
81/2
15 1
36 6
12 30SB
1 40
6 15
31SB
1 40
6 15
15-FBS
1 40
6 1 15
21 1 1/4
36 8
12 15D
11/4
42 8
12 21 D
1 1 /4
42 8
12 30FB
11/4
42 8
12 CCTV25
11/2
36 8
111/2
VDS30
11/2
36 8
12 VDS35
11/2
36 8
12 CCTV30
11/2
36 8
12 CCTV35
11/2
36 8 1
13 35G
11/2
36 8
131/2
36-20A
1 1/2
36 8
131/2
CCTV40
11/2
36 8
131/2
CCTV45
11/2
36 8
14 VDS40
11/2
36 8
16 15TS
1 1/2
42 8
12 9
1 1/2
41 8
14 9A
1 1/2
41 8
14 96
1 1/2
41 1
8 14
21 TS
1 1/2
42 8
14 31FB
11/2
42 8
15 32
1 1/2
42 8
15 16-1-100
13/4
42 8
16 18-1-100
11/2
42 8
16 40-0-100
2 42 1
10 171/2
LM
t I I Diameter
L
bJD Flat
a, Washer
J
M
a) Flat
I—
Washer
Leveling Nut Not
to be Used with
Breakaway Bases
Heavy Hex

ANCHOR BOLT DETAIL
(For Standard Base Applications)
Notes:

Thor
to
Heavy Hex
Nut

1.) Bolts meet ASTM F1554 GR 55 S-1

2.) Nuts conform to A563 GR A

3.) Flat washers conform to ASTM F436

4.) Galvanizing meets ASTM A123 / A153

5.) Bottom plate (1/2" thick) mates with (4) anchor
bolts

6.) 30SB, 31SB, 15-FSB: F1554 GR 105 W/Triangle
Plate

7.) All components are 100% melted and manufactured
in the USA'

8.) " = Same As Above
Does Not Apply to Breakaway Base Foundation Applications. Maximum Projection For these Applications Is 3Y2' above the foundation and 4' above the surrounding grade.

H HALO

STRUCTURALPRODUCTS
01/22/2024 City Council Agenda
61 Caltrans 2022

STANDARD DWG

ANCHOR BOLT WITH PLATE
POLE
TYPE

NOMINAL

DIAMETER
(inches)
TOTAL
LENGTH
(inches)
THREAD
LENGTH
BOLT
CIRCLE
19-1-100
2 42
10 20
19A-1-100
1 2
42 10
1 20
16-2-100
2 42
10 20
17-2-100
2 42
10 20
17A-2-100
2 42
10 20
18-2-100
2 42
10 20
19-2-100
2 42
10 20
16-3-100
21/4
42 10
1 21
17-3-100
21/4
42 10
21 18-3-100
21/4
42 1 10
21 18-4-100
21/4
42 10
21 19A-2-100
21/4
42 10
21 19-3-100
1 21/4
42 10
21 19A-3-100
21/4
42 10
21 19-4-100
21/4
42 10
21 19A-4-100
21/4
42 10
21 23-3-100
21/4
42 10
21 23-4-100
21/4
42 10
21 24-3-100
21/4
42 10
21 24A-3-100
21/4
42 10
21 24-4-100
21/4
42 10
1 21
24A-4-100
21/4
42 21
33 2
54 10
17 1 /2
26-3-100
21/4
42 10
23 26A-3-100
21/4
42 10
23 26-4-100
21/4
42 10 1
23 26A-4-100
21/4
42 10
23 27-3-100
21/4 1
42 10
23 27-4-100
21/4
42 10
23 28-5-100
21/4
42 10
28 29-5-100
21/4
42 10
28 29A-5-100
21/4
42 10
28 60-5-100
21/4 1
42 10
28 61-5-100
3 60
12 33
61A-5-100
3 60
12 33
a
- -{ Diameter
bD
c
v
a�
M
L
c
Flat
Iv Washer
J
M
a) Flat
F--
Washer
Leveling Nut Not
to be Used with
Breakaway Bases
Heavy Hex

ANCHOR BOLT DETAIL
(For Standard Base Applications)
Notes:
:hor
to
Heavy Hex
Nut

1.) Bolts meet ASTM F1554 GR 55 S-1

2.) Nuts conform to A563 GR A

3.) Flat washers conform to ASTM F436

4.) Galvanizing meets ASTM Al 23 / A153

5.) Bottom plate (1/2" thick) mates with (4) anchor
bolts

6.) All components are 100% melted and
manufactured in the USA'
Does Not Apply to Breakaway Base Foundation Applications. Maximum Projection For these Applications Is 3y2a above the foundation and 4- above the surrounding grade. :01
HALO

STRUCTURALRROOUCTS
01/22/2024 City Council Agenda
62 Quotation
To: Fermin @ City of Yucaipa
Quote #: 231208-13
From: Mindy Myers
Project: Oak Glen Rd @ Colorado St RFQ
JTB Supply is pleased to quote on the following equipment:
1- Lot, Poles and anchor bolts $87,905
(1) 26-4-100-45-15, (1) 24-4-100-35-15
(2) 17-3-100-20-15, (4) 1A 10,
(1) 10' Clamp On Sign Arm
Subtotal $87,905

7.75%tax $6,812.64
Offloading $4,310
Total $99,027.64
*Anchor bolts are included
**Caltrans 2002 Spec
Delivery: 22 - 24 weeks ARO
Terms: Net 30, Pending Credit Verification, MC, VISA, AMEX accepted with surcharge of 4% of transaction amount.

Quote valid for 30 Days.

Prices subject to change, if order not released
within 60 days from the purchase order date.
$100 minimum order requirement
Freight: Included
Sales tax is included.

Sincerely,
JTB Supply Co., Inc.

Mo,o i Myers
1030 N. Batavia, Suite A 9 Orange, CA. 92867 714-639-9498e714-639-9488 fax 01/22/2024 City Council Agenda 63

Agenda Item No. 5

CITY OF YUCAIPA

AGENDA REPORT
TO: Honorable Mayor and City Council
FROM: Fermin Preciado, City Engineer/Director of Development ServiceST? Landon Kern, Assistant City Engineer
Katrina Kunkel, Associate Engineer
FOR: City Council Meeting of January 22, 2024
SUBJECT: Resolution Establishing Speed Limits within the City of Yucaipa RECOMMENDATION:

That the City Council adopt Resolution No. 2024-01, establishing speed limits upon certain streets and segments of streets within the City of Yucaipa.

BACKGROUND:

The California Vehicle Code (CVC) Sections 627, 22348 through 22413 and 40802 require local agencies to conduct engineering and traffic surveys for speed limits on arterial and collector street segments once every five years, or seven years under certain circumstances where police officers have met specific training requirements, in order for speed limits to be enforced through the use of radar. Local streets, school zones and the Uptown District are exempt from the requirement as their speed limit is established by the CVC at 25 mph.

DISCUSSION:

At the March 13, 2023 City Council Meeting, as part of the FY 2023/2024 Pavement Management Program Update, the City Council approved a budget in the amount of $50,000 to complete the 2023 Engineering and Traffic Survey for Speed Limits (2023 Speed Survey) to comply with the CVC's five year requirement. Staff advertised a Request for Proposals/Qualifications (RFP/RFQ) for a traffic engineering firm to conduct a citywide engineering and traffic survey and prepare a report with speed limit recommendations. On September 25, 2023, the City Council awarded the contract to Minagar & Associates, Inc. (Minagar). Minagar has completed the Speed Survey and has prepared a report with their speed limit recommendations for the City Council's consideration.

It is important to note that the criteria used to determine and make recommendations for speed limits is consistent with the CVC and included reviewing site specific conditions such as 01/22/2024 City Council Agenda 64

roadway geometry, roadway conditions, level of improvements (sidewalks, etc.), adjacent land uses, number of driveways and the number of speed related collisions in the previous five years.

The primary justification for speed limit recommendations per the CVC is based on the critical speed, or 851h percentile, defined as the speed at or below which 85 percent of the traffic is moving. The 85th percentile for each street segment is included in the appendices of the 2023 Speed Survey.

The previous speed survey, completed in 2018, reviewed 94 street segments. Six additional street segments were included in the 2023 Speed Survey. These street segments were included in the current survey based on input from the Police Department, input received from residents through the City's Neighborhood Traffic Calming Program, and recommendations from Minagar to reduce some of the larger segments from the 2018 Speed Survey into smaller segments. By adding segments and extending the limits for several existing segments, staff can recommend more appropriate mitigation measures through the Neighborhood Traffic Calming Program and the Police Department can enforce speeds and address speeding concerns in the community. The following six additional street segments were included in the 2023 Speed Survey:

Street
Segment Limits
Existing
Proposed Speed
Speed Limit
Limit
8th Street
Liberty Road to Avenue E (extended from
30 mph
No Change
Colorado Street to Liberty Road)
15th Street
Yucaipa Boulevard to Kentucky Street
35 mph
No Change
Avenue E
Split Segment — Yucaipa Boulevard to
35 mph
No Change
161h Street and 161h Street to Oak Glen
Road
Douglas Street
Avenue H to County Line Road
Not Posted
40 mph
Fremont Street
Oak Glen Road to Ivy Avenue (extended
25 mph
No Change
from Fremont Street to Ivy Avenue
Grape Avenue
Bryant Street to Holly Avenue
Not Posted
35 mph
The 2023 Speed Survey recommends that the current posted speed limit on many of the street segments remain the same. However, two street segments are being recommended for a 5 mph reduction to the posted speed limit, primarily due to traffic collision history associated with speeding and roadway conditions such as sight distance. Those street segments are as follows:

Street
Segment Limits
Existing Speed
Proposed Speed
Limit
Limit Reduction
Campus Drive
Sand Canyon Road to City Limit
35 mph
30 mph
Sand Canyon
North City Limit to Yucaipa Boulevard
50 mph
45 mph
Road
There is one segment being recommended for a 5 mph increase to the posted speed limit, primarily due to the speed data collected with this survey as well as the existing roadway conditions supporting the revised speed limit. The street segment is as follows:

Street
Segment Limits
Existing
Speed Limit
Proposed Speed
Limit Increase
Avenue E
California Street to Fremont Avenue
25 mph
25 mph to 30 mph
O1/22/2024 City Council Agenda 65

A complete summary of all findings is included in the attached 2023 Speed Survey. This document Survey also includes explanations justifying the proposed changes to existing speed limits.

FISCAL IMPACT:

There is no fiscal impact related to this proposed City Council action.

Attachments:

1. 2023 Engineering and Traffic Survey Report for Speed Limits

2. Resolution No. 2024-01
Approved by: �l
01/22/2024 City Council Agenda 66

ATTACHMENT 1
01/22/2024 City Council Agenda 67

/ SPEED
Scow 2023 Citywide Engineering & Traffic LIMIT
45 SPEED Survey (E&TS) for Speed Limits

ENFORCED
RADABY R City of Yucaipa, CA IT
Proposed Posted Speed Limit
jSchool Location
City Limits
LE
SA\ I, 1-11ILDI O
COUNTY

SAN BERNARDINO COUNTY

UNINCORPORATED
S1b
76 4
Op
ClTENNEBgE
ay N N IA N N N
u
U,

CITY OF

REDLANDS

SAN BERNARDINO COUNTY
--------------------

RIVERSIDE COUNTY
f ii
t,

CRAPE AYE
O H
W f-
lN
j' _
= m
N
W AVE

CARTER ST
0 K
FIRAVE a
W

OAK GLEN RD

SAN BERNARDINO COUNTY

UNINCORPORATED

DATE AVE

YUCAIPA BLVD
AVE E
pC p BELLA VISTA DR
LL
AVEH
--- -----------
F H N N fA N N
V! Q f N F K
o g W N
0 A
Q
PREPARED FOR:

CITY OF YUCAIPA
Public Works Department
34272 Yucaipa Boulevard
Yucaipa, CA 92399
PREPARED BY:

MINAGAR & ASSOCIATES, INC.

ITS - Traffic/Civil/Electrical Engineering - Transportation Planning - Homeland Security - CEM -_ 23282 Mill Creek Drive, Suite 120
—+ Laguna Hills, CA 92653
01/22/2024 City Council Agenda December 22, 2023

2023 CITYWIDE ENGINEERING

AND TRAFFIC SURVEY (E&TS)

FOR SPEED LIMITS

YUCAIPA, CA
PREPARED FOR:

PREPARED BY:

CITY OF YUCAIPA, CA
M 1 NAGAR & ASSOCIATES. INC.

Traffic/Civil/Electrical Engineering - ITS - Transportation Planning - CEM DECEMBER 22, 2023
01/22/2024 City Council Agenda 69

CITY OF

CITY OF YUCAIPA, CA
2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY (E&TS)
I, Fred Minagar do hereby certify that this Engineering and Traffic Survey for the City of Yucaipa was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional Civil Engineer. The survey has been conducted in strict compliance with guidelines contained in the most current versions of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD) Rev. 7, effective Mar. 10, 2023. Data contained in this report represents a true and accurate description of existing traffic conditions collected and measured in the field on City of Yucaipa roadways.

YA /I
Fred Minagar, MS, RCE, PE, Registration No. 53466
Project Manager
01/22/2024 City Council Agenda 70

-r 2023 CITYWIDE ENGINEERING &TRAFFIC SURVEY 'III,,
for SPEED LIMITS BY

CITY OF YUCAIPA, CA RADAR
1 — Executive Summary ........................................................................................................... 5 2 — Background/Discussion.................................................................................................... 9 3 — Current Regulations..........................................................................................................10 4 — Speed Zoning Principles..................................................................................................11 5 - Methodology......................................................................................................................13 6 — Engineering & Traffic Survey Results and Recommendations......................................27 7 — Applicable Vehicle Codes.................................................................................................28 8 - References.........................................................................................................................39

LIST OF APPENDICES
Appendix A: Map of Recommended Speed Limits
Appendix B: Summary of Recommended Changes to Posted Speed Limits Appendix C: Roadway Segment Analysis of Factors Not Readily Apparent and Traffic Data Summary Sheets
(Available in the office of the Director of Development Services/City Engineer) Appendix D: Radar Speed Survey Sheets
(Available in the office of the Director of Development Services/City Engineer) Appendix E: 24-Hour Machine Counts (ADT) Traffic Volume Data (Available in the office of the Director of Development Services/City Engineer) Appendix F: Speed Gun Calibration Certification
0 MINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
4 71

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY if r
SPEED
ENfOflCEO
jr for SPEED LIMITS BY
r/ CITY OF YUCAIPA, CA RADAR
1 — Executive Summary
This report recommends the establishment and revision of posted speed limits for one -hundred (100) street segments on forty-six (46) citywide streets within the City of Yucaipa, California, and discusses the findings of the Engineering and Traffic Survey (E&TS) conducted by Minagar & Associates, Inc. which was used to determine these results. This E&TS Report was requested by and prepared for the City of Yucaipa as a record of existing conditions on the selected roadways, and to provide the City with a basis for updating and validating its currently posted speed limits on citywide streets.

Engineering and Traffic Surveys are required by the State of California to establish intermediate speed limits on local streets and to enforce those limits using radar or other speed measuring devices. In accordance with the latest relevant sections of the California Vehicle Code (CVC) and the California Manual on Uniform Traffic Control Devices (CAMUTCD Rev. 7, effective Mar. 10, 2023), and Federal Highway Administration Manual on Uniform Traffic Control Devices (FHWA MUTCD, 11th Edition, Dec. 2023), the E&TS must consider, at a minimum, the following contributing factors toward the establishment of appropriate posted speed limits:
1) Analysis of prevailing speeds, as determined by traffic engineering measurements 2) Analysis of collision records for the most recent available January 1, 2018 — December 31, 2022 period
3) Other highway, traffic, and roadside conditions not readily apparent to drivers.

When qualifying an appropriate speed limit, local
authorities may consider factors such as roadway design speed, safe stopping sight distance, superelevation,
shoulder conditions, profile conditions, intersection
spacing and offsets, commercial driveway
characteristics, pedestrian and bicyclist safety, the 10- MPH pace range of prevailing traffic, roadside
development and environment, parking practices, and
the density of adjacent residential and/or business
frontage.

The findings of this E&TS reveal
that 90 out of the 100 surveyed
street segments are
recommended to remain at their
currently established posted
speed limit as documented, and
would not require any changes
to the existing posted
regulatory signage or speed
limit pavement markings; 2
segments are recommended for
decrease in the existing posted
The findings of this E&TS reveal that 90 out of the 100 speed limit and 2 are surveyed street segments are recommended to remain recommended for an increase in at their currently established posted speed limit as the existing posted speed limit documented, and would not require any changes to the 6 segments require a new speed existing posted regulatory signage or speed limit limit to be established/posted. pavement markings; 2 segments are recommended for
decrease in the existing posted speed limit and 2 are recommended for an increase in the existing posted speed limit. 6 segments require a speed limit to be established/posted.

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s it 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY ETD
for SPEED LIMITS ENFORCE
8Y

CITY OF YUCAIPA, CA RADAR
The following list summarizes the findings of the E&TS and categorizes street segments which are recommended to maintain, increase, or decrease their existing posted speed:

Summary of Proposed Speed Limits
1 -
2nd Street
Date Ave
to
Yucaipa Blvd
30 MPH
2 -
2nd Street
Yucaipa Blvd
to
Wildwood Canyon Rd
35 MPH
3 -
3rd Street
Date Ave
to
Yucaipa Blvd
30 MPH
4 -
3rd Street
Yucaipa Blvd
to
Wildwood Canyon Rd
35 MPH
5 -
3rd Street
Wildwood Canyon Rd
to
County Line Rd
35 MPH
6 -
4th Street
Yucaipa Blvd
to
Wildwood Canyon Rd
35 MPH
7 -
5th Street
Oak Glen Rd
to
Yucaipa Blvd
45 MPH
8 -
5th Street
Yucaipa Blvd
to
Wildwood Canyon Rd
40 MPH
9 -
5th Street
Wildwood Canyon Rd
to
County Line Rd
35 MPH
10 -
6th Street
Yucaipa Blvd
to
Ave E
35 MPH
11 -
6th Street
Ave E
to
Wildwood Canyon Rd
35 MPH
12 -
7th Street
Yucaipa Blvd
to
Enoch Ave
35 MPH
13 -
8th Street
Liberty Rd
to
Ave E
30 MPH
14 -
10th Street
Chapman Heights Rd
to
Yucaipa Blvd
35 MPH
15 -
10th Street
Yucaipa Blvd
to
Oak Glen Rd
35 MPH
16 -
11th Street
Yucaipa Blvd
to
Ave D
30 MPH
17 -
12th Street
Yucaipa Blvd
to
Ave E
35 MPH
18 -
13th Street
Yucaipa Blvd
to
Ave E
35 MPH
19 -
13th Street
Ave E
to
Oak Glen Rd
35 MPH
20 -
14th Street
Yucaipa Blvd
to
Oak Glen Rd
35 MPH
21 -
15th Street
Yucaipa Blvd
to
Kentucky St
35 MPH
22 -
16th Street
Yucaipa Blvd
to
Outer Hwy 10
35 MPH
23 -
Avenue D
17th St
to
13th St
35 MPH
24 -
Avenue D
13th St
to
Oak Glen Rd
35 MPH
25 -
Avenue E
Yucaipa Blvd
to
16th St
35 MPH
26 -
Avenue E
16th St
to
Oak Glen Rd
35 MPH
27 -
Avenue E
Oak Glen Rd
to
8th St
40 MPH
28 -
Avenue E
8th St
to
California St
35 MPH
30-
Avenue H
5th Place
to
2nd St
35 MPH
31 -
Avenue H
2nd St
to
Bryant St
35 MPH
32 -
Avenue H
Bryant St
to
Holmes St
35 MPH
33 -
Bella Vista Drive
Fremont St
to
Holmes St
35 MPH
34 -
Bryant Street
North City Limits
to
Oak Glen Rd
50 MPH
35-
Bryant Street
Oak Glen Rd
to
Date Ave
45 MPH
36 -
Bryant Street
Date Ave
to
Yucaipa Blvd
45 MPH
37 -
Bryant Street
Yucaipa Blvd
to
Wildwood Canyon Rd
35 MPH
38 -
Bryant Street
Wildwood Canyon Rd
to
County Line Rd
35 MPH
39 -
California Street
Date Ave
to
Yucaipa Blvd
35 MPH
40-
California Street
Yucaipa Blvd
to
Ave B
25 MPH
6 MINAGAR
& ASSOCIATES, INC.
/2024 City Council Agenda 73

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
PAO"'for SPEED LIMITS

CITY OF YUCAIPA, CA
41 -
California Street
Ave B
to
Ave E
42 -
California Street
Ave E
to
Wildwood Canyon Rd
43 -
California Street
Wildwood Canyon Rd
to
Ave H
44 -
California Street
Ave H
to
County Line Rd
45-
Calimesa Boulevard
Oak Glen Rd
to
Wildwood Canyon Rd
46 -
Calimesa Boulevard
Wildwood Canyon Rd
to
County Line Rd
48 -
Campus Drive
"Ll" Bend (Mid -way)
to
Sand Canyon Rd
49 Chapman Heights
Sand Canyon Rd
to
10th St
Road
50-
Chapman Heights
10th St
to
Oak Glen Rd
Road
51 -
Colorado Street
Oak Glen Rd
to
Wildwood Canyon Rd
52 -
County Line Road
1-10 Freeway
to
3rd St
53 -
County Line Road
3rd St
to
Bryant St
55 -
Date Avenue
3rd St
to
Bryant St
57 -
Date Avenue
Fremont St
to
Pendleton Rd
58 -
Douglas Street
Date Ave
to
Wildwood Canyon Rd
60 -
Dunlap Boulevard
Ave E
to
16th St
61 -
Dunlap Boulevard
16th St
to
14th St (End)
62 -
Fir Avenue
Jefferson St
to
Bryant St
64 -
Fremont Street
Date Ave
to
Yucaipa Blvd
65 -
Fremont Street
Yucaipa Blvd
to
Ave E
66 -
Fremont Street
Ave E
to
Bella Vista Dr
67 -
Fremont Street
Ave H
to
County Line Rd
68 -
Fremont Street
Oak Glen Rd
to
Ivy Ave
70 -
Holmes Street
Bella Vista Dr
to
Wildwood Canyon Rd
71 -
Ivy Avenue
Juniper Ave
to
Fremont St
73 Live Oak Canyon
Outer Hwy 10
to
Southwest City Limits
Road
74 -
Mesa Grande Drive
Wildwood Canyon Rd
to
County Line Rd
75 -
Nebraska Street
7th Place
to
Wildwood Canyon Rd
77 -
Oak Glen Road
Northeast City Limits
to
Cherry Croft Dr
78 -
Oak Glen Road
Cherry Croft Dr/Jefferson St
to
Bryant St
79 -
Oak Glen Road
Bryant St
to
5th St
80 -
Oak Glen Road
5th St
to
Yucaipa Blvd
81 -
Oak Glen Road
Yucaipa Blvd
to
Ave E
82 -
Oak Glen Road
Ave E
to
Calimesa Blvd
83 -
Oakwood Circle
Crafton Hills Dr (E)
to
Crafton Hills Dr (W)
84 -
Overcrest Drive
Tennessee St
to
Hampton Rd
86 -
Sunnyside Drive
Oak Glen Rd
to
Bryant St
87 -
Tennessee Street
Yucaipa Blvd
to
18th St
88 -
Washington Drive
9th St
to
7th St
89 Wildwood Canyon
Calimesa Blvd
to
5th St
Road
90 -
Wildwood Canyon
5th St
to
Bryant St
Road
91 Wildwood Canyon
Bryant St
to
Holmes St
Road
I? SPEED

ENFDADED
BY
RADAR
25 MPH
40 MPH
35 MPH
35 MPH
50 MPH
50 MPH
25 MPH
40 MPH
35 MPH
35 MPH
35 MPH
35 MPH
25 MPH
25 MPH
25 MPH
40 MPH
40 MPH
25 MPH
35 MPH
30 MPH
35 MPH
35 MPH
25 MPH
35 MPH
30 MPH
40 MPH
40 MPH
25 MPH
50 MPH
50 MPH
45 MPH
45 MPH
40 MPH
45 MPH
25 MPH
35 MPH
25 MPH
35 MPH
30 MPH
40 MPH
40 MPH
45 MPH
i MINAGAR & ASSOCIATES, INC.
01 2/2024 City Council Agenda
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�n 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY EN ORCEU
POW""for SPEED LIMITS BY

CITY OF YUCAIPA, CA RADAR
92 -
Wildwood Canyon
Holmes St
to
Mesa Grande Dr
45 MPH
Road
93 Wildwood Canyon
Mesa Grande Dr
to
Oak Mesa Dr
45 MPH
Road
94 Wildwood Canyon
Oak Mesa Dr
to
Oak Glen Rd
45 MPH
Road
95 -
Yucaipa Boulevard
1-10 Freeway
to
Sand Canyon Rd
45 MPH
96 -
Yucaipa Boulevard
Sand Canyon Rd
to
Oak Glen Rd
40 MPH
97 -
Yucaipa Boulevard
Oak Glen Rd
to
5th St
40 MPH
98 -
Yucaipa Boulevard
5th St
to
2nd St
35 MPH
99 -
Yucaipa Boulevard
2nd St
to
Bryant St
25 MPH
100 -
Yucaipa Boulevard
Bryant St
to
Fremont St
35 MPH
47 - Campus Drive Sand Canyon Rd to "U" Bend (Mid -way) 35 to 30 MPH 85 - Sand Canyon Road North Citv Limits to Yucaipa Blvd 50 to 45 MPH 29 - Avenue E California St to Fremont St 25 to 30 MPH
56 - Date Avenue Bryant St to Fremont St 25 to 30 MPH
54 -
County Line Road
Bryant St
to
Mesa Grande Dr
N/P to 40
MPH
59 -
Douglas Street
Ave H
to
County Line Rd
N/P to 40
MPH
63 -
Fir Avenue
Bryant St
to
Sunnyside Dr
N/P to 35
MPH
69 -
Grape Avenue
Bryant St
to
Holly Ave
N/P to 35
MPH
72 -
Kentucky Street
12th St
to
Dunlap Blvd
N/P to 35
MPH
76 -
Oak Glen Road
Wildwood Canyon Rd
to
South City Limits
N/P to 40
MPH
A summary table of proposed changes to posted speeds is provided in Appendix B and roadway segment analysis of factors not readily apparent and traffic data summary certification sheets justifying posted speed limits for all 100 street segments are provided in Appendix C.

Additional supporting documentation of the survey's methodology are provided in the following sections of this report, including project background, current speed regulations, speed zoning principles, survey methodology, daily traffic volume counts, and radar spot speed survey data upon which the overall conclusions of this engineering and traffic survey and recommended posted speed limits are based.

Radar speed survey sheets, 24-hour machine tube counts (ADT) data, speed gun calibration certificates are provided in Appendices D, E, & F respectively. 9� MINAGAR & ASSOCIATES, INC. 8
0 2/2024 City Council Agenda 75

�,_„POW 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY SPEED for SPEED LIMITS ENFOflEEO
BY

CITY OF YUCAIPA, CA RADAR
2 — Background/Discussion
The California Manual on Traffic Uniform Control Devices (CAMUTCD) states that local agencies should conduct engineering studies at least once every 7 or 14 years, in compliance with Section 40802 of the California Vehicle Code (CVC) to reevaluate non -statutory speed limits on segments of their roadways that have undergone significant changes since the last review. Speed limits are used to both regulate and guide motorists' speed choices, and are visibly posted on the roadside as a tool to reduce the dangers that drivers might otherwise impose on road users by driving at unsafe speeds.

It is a common assumption that the posting of a speed limit sign will lead to a motorist driving at that speed; however, historical evidence and research shows that the majority of drivers will travel at roadway speeds which seem the most reasonable given the prevailing driving conditions.

Speed regulations construed as unreasonable have the potential to be disregarded by an unsafe majority of motorists; therefore, a "reasonable" speed limit is commonly one that conforms to the actual behavior of the general motoring public. Based upon this concept, the California Vehicle Code (CVC) provides the Basic Speed Law which states that:
"No person shall drive a vehicle upon a highway at a speed greater than what is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property." The purpose of controlling speed limits using law enforcement is not to burden motorists with unreasonable laws, but to give motorists a clear indication of the maximum driving speed that is reasonable and prudent under typical driving conditions, and reflects surrounding roadway and roadside conditions which may not be apparent to drivers. Speed limits established on the basis of an E&TS provide law enforcement officers with a means to regulate the top fringe of drivers who are disposed to reckless and unreliable driving behaviors, have faulty judgment, or will otherwise not conform to the Basic Speed Law and to what the majority of drivers find to be reasonable and prudent.

Admbk
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0 2/2024 City Council Agenda
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2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY ENFORCED
for SPEED LIMITS BY

CITY OF YUCAIPA, CA RADAR
3 — Current Regulations
Under California law, the maximum speed limit for any passenger vehicle is 65 miles per hour (mph). All other speed limits are called prima facie limits, which "at first sight", are safe and prudent under normal conditions. Specific prima facie limits established by California law include:
70 mph - May be posted by the governing authority on the basis of an engineering and traffic study and consultation with the California Highway Patrol (CHIP). 65 mph - On all streets and highways, unless otherwise posted or if prevailing conditions meet the criteria for a lower prima facie speed limit, as described below. 55 mph - On two-lane undivided highways (i.e., highways not physically divided and have no more than one lane per each direction, excluding passing lanes). 25 mph - When approaching or passing a posted "SCHOOL" zone, when children are going to and from school; in a "business district' or "residence district," as defined by the CVC; or when passing a "senior center" facility.
15 mph - In any alley; or when approaching a "blind" highway intersection or rail -highway grade crossing uncontrolled by traffic control devices (i.e., limited sight distance in advance of the uncontrolled intersection or crossing, as defined by the CVC).

In addition to the above prima facie speed limits, a local authority may declare and establish intermediate prima facie speed limits upon the basis of an Engineering and Traffic Survey (E&TS) in increments of 5 miles per hour up to 60 mph, or a maximum speed limit of 65 mph, whichever is found to be most appropriate in facilitating the orderly movement of traffic and is also reasonable and safe. E&TS provide an analysis of roadway conditions, accident records, and the prevailing speed of drivers representatively traveling the highway under study. Since unjustified speed limits can be difficult to enforce, the E&TS is essential in preventing the establishment of speed limits which are below or above what is safe, and/or what the majority of drivers consider to be reasonable for the prevailing roadway, roadside and traffic conditions.

The California Vehicle Code (CVC) states that the use of radar or other speed measuring device to enforce speed limits which have not been justified based on an E&TS constitutes a "speed trap," notwithstanding certain qualifying conditions. An E&TS is valid for up to seven (7) years if the speed measuring devices used for speed enforcement are certified and properly calibrated, and the enforcing officer has completed the required operating courses for the speed -measuring device used, per CVC 40802(c)(2)(B)(i)(1). If an E&TS was conducted more than seven years prior to the date of the alleged violation, but a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, it is valid for up to 14 years.

Given the above requirements, the California Vehicle Code prohibits authorities from securing evidence as to the speed of any vehicle based on a speed trap. Conversely, drivers who do not comply with speed limits which have been lawfully justified and posted are subject to enforcement action. See Section 7 for CVC divisions and articles pertaining to this E&TS.

MINAGAR & ASSOCIATES, INC. 10
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,;- 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY EHFORCEo for SPEED LIMITS flY
CITY OF YUCAIPA, CA flAUAR
4 — Speed Zoning Principles
Driver behavioral research has
been conducted over several ' CALIFORNIA
decades and finds that the VEHICLE
average driver chooses their CODE
driving speed based on thenrt
�,r,a
appearance of the highway itself V` � • • •-----�� m •• -- and the prevailing traffic �F r w �•
conditions. Thus, the CVC and
CAMUTCD require that speed
limits be established in accordance with appropriate engineering practice and methods. The CAMUTCD provides standards, guidance and support for the preparation of engineering and traffic surveys, and requires that, at a minimum, the three following factors be considered in determining appropriate speed limits to facilitate the safe, sensible and orderly flow of traffic:

Prevailing speeds
Collision records
Highway, traffic, and roadside conditions not readily apparent to the driver Prevailing Speeds
Measuring the typical speed, or prevailing speed, of existing traffic flow allows the selection of an effective speed limit based on the presumption that the majority of motorists drive at speeds that are generally safe and reasonable. Prevailing speeds are determined by conducting a radar - based spot speed survey along a particular segment and direction along a roadway to measure a sample number of vehicle speeds during generally free -flow traffic conditions. For this E&TS, radar speed surveys were conducted to collect a minimum of 100 speed samples during morning and afternoon time periods (9:00 AM — 4:00 PM).

The resulting measured speed data is organized and analyzed to extract various speed characteristics and driver trends, such as the ten -mile pace range, average speed traveled, and the 85th percentile speed. The most significant speed attribute obtained from the survey is the 85th percentile speed, or critical speed, and is defined as one (1) standard deviation above 501h percentile (average speed), or simply the free -flow speed at or below which 85% of the motorists were surveyed to be traveling. Since only 15% of the motorists exceed this value, the 85th percentile speed is normally used as an initial (presumptive) value for the updated posted speed limit, and adjusted downward or upward as other conditions necessitate. Based on current CAMUTCD guidelines and California state law, when a speed limit is to be posted, it shall be established at the nearest 5-MPH increment to the surveyed 85th percentile speed, except under the following optional conditions in which it may otherwise establish:

The posted speed may be reduced by 5 MPH from the nearest 5-MPH increment to the 85th percentile speed upon due consideration for additional factors not readily apparent to q� r MINAGAR & ASSOCIATES, INC. 11
0l !2024 City Council Agenda 78

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CITY OF YUCAIPA, CA RADAR
the typical driver which have been appropriately justified and documented in the E&TS, and approved by a registered Civil or Traffic Engineer (see CVC §627 and 22358.5).

For cases which require rounding up the field -surveyed 85`h percentile speed to the nearest 5-MPH increment (e.g., 38 MPH rounded up to 40 MPH), the selected speed limit may instead be rounded down to the nearest 5-MPH increment below the surveyed 851h percentile speed, if no further reduction is used (see CVC §21400(b)).

In accordance with CVC §40802, a "speed trap" does not apply to active and posted school zones or "local streets" as defined in the current California Road System (CRS). A local authority may therefore post an appropriately established prima facie speed limit on such roadways without requiring a recent engineering and traffic survey or determination based on the procedures set forth in §22352, §22354, §22357 or 22358.3 of the code.

Collision Records
The most recent collision data was also considered in setting appropriate speed limits. Drivers may underestimate the effects of higher speeds on crash probability and severity. An above - average collision rate, particularly due to unsafe speeding related incidents, might suggest existence of conditions which are not readily apparent to motorists; this should be considered when reevaluating the appropriate speed limit for the roadway segment.

Conditions Not Readily Apparent to Motorists
Each street segment was additionally evaluated to identify and document any roadway, roadside, traffic and other significant features which may not be readily apparent to motorists and may justify selecting a posted speed limit based on a five mile -per -hour reduction from the nearest 5-MPH increment to the 85'h percentile speed. Such conditions would exist where the combined influence of one or more of these factors could result in uncharacteristic or unexpected driving conditions, and in turn, affect the ability of drivers to properly judge the safest and most appropriate travel speed for a particular situation or location.

Examples of such factors include: shoulder conditions (e.g., on -street parking, closely -spaced and/or blind driveway traffic), sight distance and/or geometric constraints (e.g., narrow streets, horizontal roadway curvature, hilly grades), pedestrian and bicyclist safety (e.g., mid -block crosswalks, bike lanes and routes), uniformity and consistency between contiguous speed zones (e.g., length of the speed zone, spacing and frequency of traffic -controlled intersections, speed zone transitions on "boundary line" streets), and land use conditions adjacent to the roadway (e.g., residential and business districts, commercial driveways, senior centers, etc.).

The CVC stipulates that, in the absence of other factors, physical conditions such as roadway width, curvature, grade and surface pavement conditions are considered to be readily apparent and are the responsibility of the driver to perceive and react to without requiring a special downwardly zoned posted speed limit, per CVC Section 22358.5. Valid consideration of one or more of the above conditions determined as not readily apparent to motorists, however, provides the required justification to allow for a 5-mile per hour (MPH) reduction from the nearest 5-MPH increment to the 85'h percentile where engineering judgment presents evidence and 9MINAGAR & ASSOCIATES, INC. 2
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documentation that an adjustment for these factors is needed to match the existing conditions with the traffic safety needs of the community and road users. 5 - Methodology
Data Collection
In accordance with discussions with city staff, the scope of the study consisted of 100 roadway segments on 46 citywide streets within the City of Yucaipa. Study segments were determined by city staff, generally on the basis of previous zone designations established by the previous 2018 speed survey.

Procedure
The primary goal of this E&TS is to determine the suitability of currently -posted speed limits in the City of Yucaipa, and resolve to either change or maintain as -is the designated speed limits along each of the surveyed speed zones. To make these determinations, the study compiled information both in the field and from City records on prevailing motorist speeds, recent collision history, comparative collision rates for similar roadway types, and any significant roadside conditions not evident to motorists. References under which this study was conducted include sections of the California Vehicle Code (CVC) provided in Section 7 of this report and the California Manual on Uniform Traffic Control Devices (CAMUTCD) developed by Caltrans in cooperation with the USDOT/Federal Highway Administration (FHWA).

Speed Zoning
The principal method utilized in this E&TS was speed zoning, a process which uses prevailing speeds of drivers as a guide to establish reasonable speed limits for highway sections where original statutory speed limits set by State ordinance may be considered less suitable for the local conditions. Establishment of posted speed limits by speed zoning methods allows motorists to be informed of the safe speed limit under which to drive on a particular roadway under normal conditions, and also protects the general public from unreasonable and reckless drivers. Spot radar speed surveys were conducted to determine the prevailing speeds of drivers on each of the 100 segments.

The surveys were performed during normal, non -holiday weekdays in November of 2023 during typical daytime periods. The unimpeded free -flow speeds of individual vehicles were measured during the off-peak time periods (9:00 AM — 4:00 PM) with a minimum survey count of either one hundred (100) or two hundred (200) radar samples (i.e., approximately 50 and 100 per direction for street segments without or with raised medians respectively, or for 2 hours of survey). Detailed radar speed zoning sheets are included in Appendix D.

Following the collection of spot speed survey data, all radar measurements were organized, computed, analyzed and summarized on standard Traffic Survey Forms. Various speed -related characteristics were then determined, including the following:
85t" Percentile Speed: The speed at which 85% of surveyed motorists did not exceed (i.e., no more than 15% of traffic exceeded) during the radar jdlbk
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Lu 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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CITY OF YUCAIPA, CA
SPEED

ENFORCED
BY
RADAR
survey. Also called critical speed, equals one standard deviation from the average speed.
50fh Percentile Speed: The speed at which half of surveyed motorists did not exceed during the radar survey. Also called the median speed, by definition 50% of the observed speeds are below the median, and the other half are above the median.
10-MPH Pace: The 10-mile per hour range containing the largest percentage of speed observations; provides an alternative and more readily identifiable measure to the standard deviation to describe the dispersion of speeds within the survey sample. Consistency in travel speeds is evidenced by a pace that usually includes between 70% and 80% of the free -flowing vehicles. Similar reported statistical data includes the percentage of surveyed vehicles over and under the 10-MPH Pace range.

Average Speed. Equals the calculated average speed of all surveyed vehicles.

Also called the mean speed.

The above statistical attributes were obtained for each segment from the speed survey data collected in the field, and then applied using the CAMUTCD guidelines. The recommended speed limit was presumptively determined as the nearest 5-MPH increment to the 85th percentile speed of free -flowing traffic, with a downward 5-MPH adjustment applied if necessary to reflect the presence of conditions not readily apparent to drivers or to match the existing traffic needs of the community.

It is significant to note that former versions of the California MUTCD required that posted speed limits be presumptively set at the nearest 5-MPH increment to the surveyed the 85th percentile speed, and then adjusted by 5 MPH if justifiable and documented in the study. The most current release of the CAMUTCD (Rev. 7, effective Mar. 2023), however, presently allows for speed limits to be set at the lower 5-MPH increment to the surveyed 851h percentile speed in those cases where the nearest 5-MPH increment would normally require rounding up, if no further reduction is used. In order to satisfy local traffic and roadway conditions, local agencies may apply this judgment at its own discretion without any required supporting documentation or reasons in the Engineering and Traffic Survey. The results of the speed zoning analysis are summarized in Tables 1-4.

Collisions Analysis
The collisions analysis compared recent collision history data with expected collision rates for similar roadway types. The analysis was based on a review of reported traffic accidents obtained from the City of Yucaipa, queried for the latest available traffic collision information from the Police Department's traffic collisions record database for a period of 5 years (60 months) between January 2018 and December 2022. The raw collision data was then screened to consider only to
MINAGAR & ASSOCIATES, INC. 14
01 2/2024 City Council Agenda 81

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY saEEo

ENFORCED
for SPEED LIMITS BY

CITY OF YUCAIPA, CA RADAR
speeding -related accidents as the primary collision factor, based on the recommended practice provided in the CAMUTCD and Caltrans' Traffic Manual. Non -speeding related accident reports were omitted from the analysis since this data does not directly correlate to vehicle speeding and can tend to overstate collision rates, particularly for shorter segments.

Prevailing collision rates for each segment were calculated by first determining the total number of speed -related collisions which have occurred during the selected 60-month period. This, along with the measured 24-hour average daily traffic volume of the segment from machine traffic counts collected in the field (see Appendix E for machine count data sheets) and the known segment length, was used in the standard formula below to determine the calculated collision rate for each segment, expressed in terms of collisions per million vehicle miles traveled:

Collision Rate
Collisions No. of Collisions * 1,000,000
Mvm - ADT * Distance * No. of Days
where: No. of Collisions
Number of speed -related collisions on the segment during the selected analysis period (50.5 months), both directions
1,000,000 Conversion factor for Million -Vehicle -Miles (MVM) ADT Average Daily Traffic (vehicles per day), both directions Distance Roadway segment distance traveled by each vehicle (miles) No. of Days Number of days during the selected analysis period (i.e., 1.00 year = 365 days)
The speed zoning analysis tables for each segment are provided on the following pages and utilize the following abbreviations and terminology.

DEFINITIONS:
10-mi. Pace
Equals the 10-mile per hour range in which the largest
number of vehicles were observed to be traveling
% in 10-mi.

Pace
The percentage of the total vehicles observed traveling in the 10-mile per hour pace
50th Percentile
The speed at which half of the observed speeds were
observed below and half were observed above
85th Percentile
The speed at or below which 85% of the observed vehicles were surve ed to be traveling at
KEY:

Dist.
= Distance of segment LU = Land Use
ART
= Arterial (CRS) C = Commercial
COL
= Collector (CRS) B = Business
LOC
= Local St (CRS) R = Residential
Posted
= Existing Posted Speed Limit C&I = Civic and Institutional PPSL
= Presumptive Posted Speed Limit S = School
ReC.
= Recommended Posted Speed Limit P = Parks & Recreation ♦
= Speed Increase O = Open Space
♦
= Speed Decrease • = Post Speed Limit Sign
90=
MINAGAR & ASSOCIATES, INC. 15
2024 City Council Agenda 82

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY ENFORCED
for SPEED LIMITS BY
CITY OF YUCAIPA, CA enOnA
Table 1: Speed Zoning Analysis Summary for Segments 1-25 Street
No.

ROADWAY INFORMATION
S ment o°scdpll°n
r0-m. i� IQ
P— %IPorconlilo
rmM) ii1w.P—
san
P.
lj
aun
Porc°nlil°
sc°oduml
Analysts/
Justification(s)
— ---
From
---
To
Dist.

I T,;l
_
Lu
Posted
PPSL
__
Rec.
2nd St
1 j
Date Ave
Yucaipa BNd

0.50 COL

I R / C
28-37
i 78%
I
I 32
36 30
35 I 30
_ No change - due to current 85th
I
I
percentile speed
2nd St
2 jYucaipa Blvd
Wikdwood

1.25 COL
R/C/
32-41
75%
I 37
j 42
35 40
! 35
_ change - due to current 85th
j
Canyon Rd
C&I
i
percentile speed
pe
3rd St
3 I Date Ave
Yucaipa Blvd

0.45 COL
R/C
28-37
77%
32 36
30 35
30 _ No change - due to current 85th
percentile speed
3rd St
4 Yucaipa Blvd
Wildwood
Canyon Rd

1.25 COL
R/C/S
32-41
76 %
38 42
35 40
35 _ No change - due to current 85th
percentile speed
3rd St
5 Wlldwood
County Line Rd

0.96 COL
R/B
33-42
74%
38 42
35 40
35 _ No change - due to limited sight
Canyon Rd
distance
4th St
6 1Yucaipa Blvd d

1.25 COL
RJCl/
/C
34-43
77%
38 43
35 45
35 No change - due to current 85th
— percentile speed and higher
j
Canyon Rd
calculated collision rate than expected
Sth St
7 Oak Glen Rd
Yucaipa Blvd

0.82 ART
WC/

39.48 72%
44 50
45 50
45 _ No change - due to current 85th
C&I
percentile speed
5th St
8 Yucaipa Blvd
W klwood

1.25 ART
R/
33 42
73 %
38 42
40 40
40 _ No change - due to current 85th
Canyon Rd
C&I
percentile speed
Sth St
9 Wiidwood
County Line Rd

0.82 ART
30-39
85 %
35 39
35 40
35 No change - due to limited sight
—
Canyon Rd
C&I
distance
6th St
10 jYucaipa Blvd
Ave E

0.50 j COL
R/S
36-451
70%
I 1 39
j
j 44
35 45
j j 35
No change - due to current 85th
—percentile speed
St
11 I
!Ave6th
!E
Wi
Wikiwood

0.95 COL
R/
32-41
67%
37 44
35 45
35 No change - due to current 85th
— percentile speed & limited sight
i
n Rd
C&I
distance
7th St
12 Yucaipa Blvd
Enoch Ave

1.01 COL
R/Cl/
29-38
69%
34 41
35 40
35 — No change - due to current 85th
C&
percentile speed
8th St
13 jLiberty Rd
Ave E

0.43 i COL
R
32-41
174%
j
35 40
30 40
30 No change - due to current 85th
—percentile
i
1 speed
Chapman
No change - due to current 85th
10th St
14 Heights Rd
Yucaipa Bhd

0.54 COL
R
34-43
67%
38 43
35 45
35 _ percentile speed & limited sight
distance
No change - due to current 851h
10th St
15 Yucaipa Blvd
Oak Glen Rd

0.36 COL
R/C
28-37
69%
33 39
35 40
35 _ percentile speed and higher
calculated collision rate than expected
11 th St
16 1
Yucaipa Blvd
Ave D

0.25 COL
R/C
26-35
j 75% i
30 34
30 35 {
30 _ No change - due to current 85th
i
percentile speed
12th St
17 I
Yucaipa Blvd
Ave E

0.50 COL
R/S
28-37
66%
34 39
I
35 40
35 _ No change - due to current 85th
percentile speed
13th 5t
18 (Yucaipa
Blvd
Ave E

0.50 COL
R/C
31 40
j 66% (
35 40
35 1
40 j
35 — No change - due to current 85th
j
percen6le speed
13th St
19 (Ave
E
Oak Glen Rd

0.53 COL j
R/B
3140
I
73 %
36 41
35 1
40 35
_ No change - due to current 85th
j
percentile speed
14th St
20 Yucaipa Blvd
Oak Glen Rd

1.12 ART
R/C
32-41
77%
36 I
41 35
40 35
_ No change - due to current 85th
percentile speed
15th St
21 1Yucaipa
Blvd
Kentucky St

0.19 COL
R
25-34
80% I
29 34
35 35
I
35 _ No change - due to current 85th
percentile speed
16th St
22 Yucaipa Blvd
Outer Hwy 10

0.85 COL
R
28-37
75%
33 37
35 35
35 _ No change - due to current 85th
percentile speed
Avenue D
23 117th
St
13th St

0.94 i
R
22-31
67%
29 35
35 35
No change -due to current 85th
higher
LOC
I
35 _ percentile speed and
j
j
!
I
calculated collision rate than expected
Avenue D
24 j
13th St
Oak Glen Rd

0.52 COL
R
30-39
73 %
33 38
35 40 1
35 _ No change -due to current 85th
i
j
percentile speed
Avenue E
25 Yucaipa Blvd
16Ih St

0.91 COL
R/S/
32 41
78%
37 41
35 40
35 — No change - due to current 85th
C&I
percentile speed
90=
MINAGAR & ASSOCIATES, INC.
2024 City Council Agenda
16 RN

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY EFEE

R ORLED
for SPEED LIMITS RY

CITY OF YUCAIPA, CA RADAR
Table 2: Speed Zoning Analysis Summary, for Segments 26-50 Street
No.

ROADWAY
Se mant
Desc P°on
ram.

Pace
p pq
xm
rani.
pae
son
Percennre
rmPn)
aun
Pomenure
! w l
sPeeeurcr
Analysis/
Justification(s)
From
To
Dist
; Tme
r
; to
roared
n
PPS(
' Rec.

Avenue E
26 16th St
Oak Glen Rd

1.23 COv
I
R/S/
31AO
73%
35 39
35 40
35 _ No change - due to current 85th
LOC
C&I
percentile speed
Avenue E
27 Oak Glen Rd
8th St

0.75 LOC
R
39-08
70 %
42 48
40 50
40 _ No change - due to current 85th
percentile speed
No change - due to current 85th
Avenue E
28 8th St
California St

1.79 LOC
C&i
30-39
74%
36 41
35 40
35 - percentile speed & adjacent
assisted living facility
LOC/
R/
Increase - Mostly residential thru
Avenue E
29 California St
Fremont St

0.50 COL
C&I
31-00
71 %
37 41
25 40
30 road with adjacent religious
institution
Avenue H
30 Sth Place
St

0.74 1
`COL
R
33-02
83%
37 41
35 40
35 _ No change - due to current 85th
I2nd
percentile speed
Avenue H
31 2nd St
Bryant St

0.50 fi
COL
j PJ
30-39
76 %
35 39
35 40
35 _ No change - due to current 85th
C&I
percentile speed
Avenue H
32 Bryant St
Holmes St

0.75 COL
WS
34-03
71 %
37 42
35 40
I 35
- No change - due to current 85th
speed
Bella Vista Dr
33 Fremont St
St

0.25 LOC
R
3241
82 %
36 40
35 40
35 - No change - due to current 85th
(Holmes
percentile speed
Bryant St
34 North City
+Oak Glen Rd

2.22 ART
R/O
42-51
62 %
47 53
50 55
I 50
_ No change - due to current 85th
Limits
i
percentile speed
I1
No change - due to current 85th
Bryant St
35 Oak Glen Rd
Date Ave

0.50 ART
C&1
40-49
69%
43 49
45 50
45 - percentile speed, adjacent religious
institution
Bryant St
36 Date Ave
Yucaipa Blvd

0.50 ART
RIC
37-46
71 %
42 47
45 45
45 _ No change - due to current 85th
i
percentile speed
Bryant St
37 Yucaipa Blvd
i Wildwood
Canyon Rd
125
' ART
I
R/
I C&I
33-42
81 %
37 42
35 40
35 _ No change - due to current 85th
percentile speed
I
Bryant St
38 Wildwood
Canyon Rd
County Line Rd

0.92 ? ART
R/
28-37
82%
32 37
35 35
35 _ No change - due to current 85th
C&I
percentile speed
California St
39 Date Ave
Yucaipa Blvd

0.50 COL
R
28-37
80%
33 38
35 40
35 _ No change - due to current 85th
percentile speed
California St
40 Yucaipa Blvd
Ave B

0.14 ART
S/C
17-25
90%
21 24
25 25
25 - No charge - due to current 851h
percentile speed
California St
41 Ave B
Ave E

0.35 ART
S/C
25-34
77 %
30 35
25 35
25 - No change - due to current 85th
percentile speed
California St
42 Ave E
Wildwood

0.75 ART
WC,/No
39-08
72%
43 48
40 50
40 charge - due to current 85th
_ percentile speed, adjacent religious
Can Yon Rd
C&I
institution
California St
43 Wildwood
Ave H

0.54 ART
OF
35-44
83 %
40 43
35 45
35 - No change - due to current 85th
Canyon Rd
percentile speed
No charge - due to current 85th
California St
44 Ave H
County Line Rd

0.39 ART
C&I
3443
78 %
39 43
35 45
35 - percentile speed, adjacent religious
institution
Calimesa Blvd
45 Oak Glen Rd
Wildwood
Canyon Rd
1,19
I
ART
B/O
42-51
75 %
47 52
50 50
50 - No change - due to current 85th
percentile speed
Calimesa Blvd
46 Wildwood (County
Line Rd

1.07 I
ART
B/C/
3948
65 %
44 48
50 50
50 _ No change - due to current 85th
Carryon Rd
i
R
percentile speed
Campus
Sand Canyon
"U" Ben (Mid-
Decrease - Limited sight distance,
Dr
47 Rd
way)

0.40 COL
C/O
20-29
78%
24 29
35 30
30 gradual hill EB, moderate hoizontal
curves
Campus Dr
48 "U" Ben (Mid-
Sand Canyon

0.69 COL
C
3342
75 %
38 43
25 45
25 _ No change - due to limited sight
way)
Rd
distance
Chapman Heights
49 Sand Carryon
tOthSt

1.50 COL
R/S/
41-50
70%
46 50
40 50
40 _ No change - due to current 85th
Rd
Rd
i
O
percentile speed
Chapman Heights
I
I
w0/
i
No change - due to current 85th
Rd
50 10th St
Oak Glen Rd

0.65 I
COL
C
33-42
74%
37 42
35 40
I
35 _ percentile speed, nearby elementary
school
MINAGAR & ASSOCIATES, INC.
01 2/2024 City Council Agenda
17 •YA

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY 110
for SPEED LIMITSCITY OF YUCAIPA, CA
Table 3: Speed Zoning Analysis Summary for Segments 51-75 Street
NO.

ROADWAY
Se ment
D—Hptl°a
ro..

Paco
tmwu
%m
10—
Pace
San
P11-111
!1
85th
Parcanl1*
mn/
S-.dwarf
� Analysis/
Jus6'fication(s)
From
To
Disc
—
rroa
—
Lu
P-ted
PPSL
Roc.

Colorado St
51 Oak Glen Rd
Wildwood
Canyon Rd

1.62 ART
RIP
29-38
76%
33 38
35 40
35 - No change -due to current 85th
percentile speed
County Line Rd
52 E10 Freeway
I
3rd St

1.00 I LOC/
I ART
CB/34-43
R
5%
38 41
35 40
35 _ No change - due to current 85th
percentile speed
County Line Rd
53 3rd St
Bryant St

0.75 ART
R
30-39
87%
34 38
35 40
35 _ No change - due to current 85th
percentile speed
County Line Rd
54 Bryant St
Grande

0.92 COL
R
35-44
78%
39 43
NIP
45 i
40 Post40 MPH Speed Limit
DMesa
Date Avenue
55 3rd St
Bryant St

0.76 COL
R/
25-34
65%
29 35
25 35
25 _ No change - due to current 85th
C&I
percentile speed
Increase - Residential thru road with low
Date Avenue
56 Bryant St
Fremont St

0.50 COL
R
31-40
63 %
34 40
25 40
30 A, ADT and no curvature or elevation
change
Date Avenue
57 Fremont St
Pendleton Rd

0.38 COL
R
29-38
65%
33 39
25 40
25 _ No change - Adjacent assisted living
facility
Wildwood
No change - due to current 85th
Douglas St
58 Date Ave
Canyon Rd

1.75 COL
R/O
21-30
78%
24 29
25 30
25 - percentile speed and higher calculated
collision rate than effected
Douglas St
59 Ave H
County Line

0.38 COL
R
28-37
72%I
34 41
NIP
40 40
0 Post 40 MPH Speed Limit
Rd
Dunlap Blvd
60 Ave E
16th St

0.84 COL
RIB
34-43
56%
39 46
40 45
40 _ No change - due to current 85th
percentile speed
Dunlap Blvd
61 16th St
14th St (End)

0.52 COL
B
29-38
62 %
33 38
40 40
40 _ No change - due to current 85th
percentile speed
Fir Avenue
62 Jefferson St
Bryant St

0.99 COL
R/O
22-31
92%
27 30
25 30
25 - No change - 2013 E&TS established as
I
a Resident District
Fir Avenue
63 Bryant St
Sunnyside Dr

0.50 LOC
R
28-37
69%
31 37
NIP
35 I
35 0 Post 35 MPH Speed Limit
No change - due to current 85th
Fremont St
64 Date Ave
Yucaipa Blvd

0.45 COL
R/O
31-40
62 %
36 43
35 45
35 - percentile speed and higher calculated
collision rate than expected
Fremont St
65 Yucaipa Blvd
Ave E

0.59 COL
R/P
29-38
78%
32 36
30 35
30 _ No change - due to current 85th
percentile speed & site distance
Fremont St
66 Ave E
Bella Vista Dr

0.52 COL
R
28-37
80%
31 36
35 35
35 _ No change - due to current 85th
percentile speed
Fremont St
67 Ave H
County Line

0.39 COL
R
29-38
76%
34 37
35 35
35 - No change - due to current 85th
Rd
percentile speed
Fremont St
68 Oak Glen Rd
Ivy Ave

1.50 LOC
R
23-32
74 %
30 36
25 35
25 _ No change - due to current 85th
percentile speed
Grape Avenue
69 Bryant St
Holly Ave

0.60 LOC
R
27-36
74 %
33 37
NIP
35 35
0 Post 35 MPH Speed Limit
Holmes St
70 Bella Vista Dr
Wildwood

0.24 COL
R
32-41
74 %
36 40
35 40
35 - No change - due to current 85th
Canyon Rd
percentile speed
No charge - due to current 85th
Ivy Avenue
71 Juniper Ave
Fremont St

0.50 COL
R
34-43
70%i
37 42
30 40 1
30 - percentile speed and higher calculated
collision rate than expected
Kentucky St
72 12th St
Dunlap Blvd

0.95 COL
C&I
28-37
72 %
33 37
N/P
35 35
Post 35 MPH Speed Limit
Live Oak Canyon
73 Hwy 10
Southwest City
i
ART
R
40-49
I1
69%1
44 49
40 50
40 No change -due to current 85th
-
Rd
IOuter
Limits0.90
I
percent le speed
Mesa Grande Dr
74 Wildwood
County Line

1.05 COL
RIP
3443
76%
38 42
40 40
40 _ No change - due to current 85th
Canyon Rd
Rd
percentile speed
Nebraska St
75 7th Place
Wildwood

0.11 COL
R
15-24
61 %
22 29
25 30 j
25 _ No change -due to current 85th
Canyon Rd
percentile speed
CMINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
18 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY ERlORCED
for SPEED LIMITS BY

CITY OF YUCAIPA, CA RADAR
Table 4: Speed Zoning Analysis Summary for Segments 76-100 No.

ROADWAY INFORMATION
—._ Segment
eesCdpdoe
ran.
xro
Pe
san
I�nmStreet
aern
"'.-We
-91-dumrr Analysis/
wred vvsiRaw(oJustification(s)
From
To
Oak Glen Rd
76 Wildwood
South City

0.21 ART
R/O
3948
72%
42 45
NIP
45 40
0 Post 40 MPH Speed Limit
Canyon Rd
Limits
Oak Glen Rd
77 Northeast City
Cherry Croft Or

1.95 COL
R/O
39-48
59%
46 52
50 50
50 - No change - due to current 85th
Limits
percentile speed
Oak Glen Rd
78 CherryCroft
Dr/Jefferson St
Bryant St

0.86 COL
R/C
41-50
66%
45 50
50 50
50 - No change - due to current 85th
percentile speed
Oak Glen Rd
79 Bryant St
5th St

1.28 ART
RIP/
4049
75%
45 48
45 50
45 - No change - due to current 85th
0 percentile speed
Oak Glen Rd
80 5th St
Yucaipa Blvd

1.28 ART
R/C
43-52
79%
46 54
45 55
45 - No change - due to current 85th
percentile speed
Oak Glen Rd
81 Yucaipa Blvd
Ave E

0.79 ART
R/01
37 46
83%
41 45
40 45
40 - No change - due to current 85th
C
percentile speed
Oak Glen Rd
82 Ave E
Calimesa Blvd

0.90 ART
R/01
39A8
81 %
45 48
45 50
45 - No change - due to current 85th
C
percentile speed
Oakwood Circle
83 Grafton Hills Dr
Crafton Hills Dr

0.39 LOC
R
23-32
80%
26 33
25 1 30
25 No change - due to current 85th
- percentile speed, curvature, and
(E)
(W)
I
residential setting
No change - due to 85th percentile
Overcrest Dr
84 Tennesse St
Hampton Rd

0.46 COL
R
32-41
83%
36 39
35 40
35 - speed and higher calculated collision
rate than expected
North City
Decrease - Limited sight distance,
NB,
Sand Canyon Rd
85 Limits
Yucaipa Blvd

0.94 ART
S/O
37-46
72%
41 45
50 45
45 w uphill grade and moderate
horizontal curves
Sunnyside Dr
86 Oak Glen Rd
Bryant St

0.57 LOC
R
20-29
94%
25 28
25 30
25 - No change - due to current 85th
percentile speed and residential setting
No change - due to current 85th
Tennesse St
87 Yucaipa Blvd
18th St

0.62 COL
R/O
3443
70%
38 43
35 45
35 - percentile speed & higher calculated
collision rate than expected
Washington Dr
88 9th St
7th St

0.68 COL
R
28-37
80%
31 35
30 35
30 _ No change - due to current 85th
percentile speed and residential setting
Wildwood Canyon
89 Calimesa Blvd
5th St

1.22 ART
R/O/

38.47 78%i
42 46
40 45
40 _ No change - due to current 85th
Rd
I C&I
percentile speed
Wildwood Canyon
90 5th St
Bryant St

1.26 ART
R
38-47
74%
42 47
40 45
40 No change - due to current 85th
Rd
percentile speed and residential setting
Wildwood Canyon
Rd
91 Bryant St
Holmes St

0.75 ART
R
3948
86%
42 46
45 45
i
45 No change - due to current 85th
percentile speed and residential setting
Wildwood Canyon
92 Holmes St
Mesa Grande

0.80 ART
R
42-51
83 %
46 50
45 j 50
45 No change - due to current 85th
-
Rd
Dr
1 i
percentile speed and residential setting
Wildwood Canyon
93 Mesa Grande
Oak Mesa Dr
103
ART/
RIP/
39 46
70 %
43 48
45 50
45 No change - due to current 85th
Rd
Or
.

COL
O
percentile speed
Wildwood Canyon
Rd
94 Oak Mesa Or
Oak Glen Rd

1.58 COL
R/O
40-49
73%
43 48
45 50
45 No change - due to current 85th
percentile speed
Yucaipa Blvd
95 E10 Freeway
Sand Canyon

1.50 ART
B/C!
41-50
78 %
47 51
45 50
45 No change - due to current 85th
-
Rd
C&l
percentile speed
Yucaipa Blvd
96 Sand Canyon
Oak Glen Rd

1.29 ART
B/C/

36.45 83%
42 44
40 45
40 - No change - due to current 85th
Rd
S
percentile speed
Yucaipa Blvd
97 Oak Glen Rd
5th St

1.21 ART
B/C/

36.45 69 %
41 46
40 45
40 - No change - due to current 85th
C&I
percentile speed
Yucaipa Blvd
98 5th St
2nd St

0.75 ART
B/C
32-41
76 %
36 40
35 40
35 - No change - due to current 85th
percentile speed
Yucaipa Blvd
99 2nd St
Bryant St

0.50 ART
B/C
24-33
78%
28 32
25 30
25 - No change - due to current 85th
percentile speed
Yucaipa Blvd
100
Bryant St
Fremont St

0.51 COL/
RIP
29-38
78%
33 37
35 35
35 - No change - due to current 85th
LOC
percentile speed
1 t MINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
19 iU

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
Poll"for SPEED LIMITS

CITY OF YUCAIPA, CA
SPEED

ENFORCED
RY
RADAR
Table 5 shows the average statewide collision rates obtained from Caltrans' Collision Data on California State Highways, adjusted to represent proportional rates for speeding -related collisions. These expected rates were used to identify survey segments which exhibit a higher - than -expected collision rate.

Table 5: Expected Statewide Speed -Related Traffic Collision Rates ROADWAY TYPE* (URBAN) EXPECTED ACCIDENT RATE**
2 - 3 Lanes

0.90 collisions per million vehicle miles
4+ Undivided Lanes

0.73 collisions per million vehicle miles
4+ Divided Lanes

1.09 collisions per million vehicle miles
Source: 2021 Caltrans Annual Collision Data on California State Highways - Crash Summary for District 8 Agency, Department of Transportation, Division of Research, Innovation, and System Information. Sacramento, California. ' Based on FHWA approved 2020 adjusted urban area boundaries which are derived from the 2020 Census urban area boundaries " Basic Average Accident Rates tabulation data. Number of lanes are for both directions of travel and are applicable for both uni- and bi-directional surveyed roadway segments.

Other collected collision history data is summarized in the following figures. Overall, from January 1, 2018 to December 31, 2022, there has been a total of 830 total collisions reported on the Transportation Injury Mapping System (TIMS), based on Statewide Integrated Traffic Records System (SWITRS). This included 19 fatalities and 1,117 other injured victims. The top primary collision factor (PCF) of these collisions was unsafe speed, as shown in the figure below. This PCF was responsible for 236 collisions out of 830 total collisions.

Figure 1: Number of Crashes by Primary Crash Factor (PCF) Violation (January 1, 2018 - December 31, 2022)
Source: University of California, Berkeley Transportation Injury Mapping System (TIMS) 11 `133%,) -
711
63 (.59'c.)
-- `
17 r2-05
123 (14-82` ---
286 (34.:.}6;6)
133 ;16.02P o) ,
1 32 21 (2 ,'
PCF Violation
;Ch-' L Gcr - c Ir-1uc _ o`
l_rning
o =ed_st: ian rid . Gf Way
MINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
11 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY TPENFORCED for SPEED LIMITS flADAR

CITY OF YUCAIPA, CA
Figure 2: Number of Crashes due to Unsafe Speed by Crash Type (January 1, 2018 - December 31, 2022)
Source: University of California, Berkeley Transportation Injury Mapping System (TIMS) 286 Crashes
200
L'1
C)
VI
r
U 100
0 d
Z
0 r�
Type of Crash
a�
1c
tis'
��61�
ate
Q�
a�� Uo�
rdapt Q2Z�
*
<< r\°�e�•
J�
C�
X
- - Not Stated A - Head -On 6 -Sideswipe 0 C -Rear End
D - Broadside E - Hit Object F -Overturned 0 G - Vehicle/ Pecestria- * H -Other
Figure 3: Number of Crashes due to Unsafe Speed by Crash Severity (January 1, 2018 - December 31, 2022)
Source: University of California, Berkeley Transportation Injury Mapping System (TIMS) 2cC
150
U 100
0 d
Z
5o
0 286 Crashes
1 - Fatal 2 - Injury (Severe) 3 - Injury (Other 4 - Injury Visible) (Complaint of
Pain)
Crash Severity
, - al _ - nj-;r; (Severe) 3 - Injury (other Visible) 4 - Injury (Complaint of Pair,) 21 MINAGAR & ASSOCIATES, INC. �;
01/22/2024 City Council Agenda 88

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY ENFOEK
RCER
for SPEED LIMITS BY
CITY OF YUCAIPA, CA BnBeB
To evaluate the collision behavior of each street segment, the calculated collision rate for each segment was compared to the average statewide collision rates for streets with comparable characteristics. The results of the accident analysis for the 100 roadway segments are summarized in Tables 6-9.

Table 6: Collision Data Summary and Analysis for Segments 1-25 Street

ROADWAYINFORMATION
_ ___ Se2mentLlmlts___
No !
From TO
R°adwayType _
j Direction
No. of
Lanes Division i of Travel
Length
(mi.)
ADT
,
(vpd)

COLLISION
Numberof
Collisions ,�

ANALYSIS
Col lls_lon_R_ate___
,
Expected I Calculated
A/Mvm 3 AIMVM
2nd Street
1 !Dale Ave ',Yucaipa Blvd
2 U WS

0.50 12,097
!
1 0.90
] 0.52
2nd Street
2 ]Yucaipa Blvd ;Wildwood Canyon Rd
2 i
U WS
1 1.25
2,762
1 0.90

0.16 3rd Street
3 ;Date Ave !Yucaipa BIKE
4 2
Ii
I U WS

0.45 1,268
0 0.90
j 0.00
3rd Street
4 !Yucaipa BIK1 !WIIdWOOd Canyon Rd
2 Ili ;
U I WS

1.25 4,010
2 0.90

0.22 3rd Street
5 W Wildwood Canyon Rd 'CountyLine Rd
I
2 U WS

0.96 4,238
1 0.90

0.13 4th Street
1 6 ;Yucaipa BIKE 'Wildwood Canyon Rd
2 i U WS

1.26 2,298
5 0.90
�
5-
5th Street
7 ;Oak Glen Rd Yucaipa Blvd
4 D i WS

0.82 7,101
2 1.09

0.19 5th Street
I
8 !Yucaipa Blvd Wildwood Canyon Rd
2 U WS

1.25 7,532
3 0.90
i1! 0.17
5th Street
9 (Wildwood Canyon Rd County Rd
2 i U ! WS
i 0.82
5,373
3 0.90

0.37 6th Street
10 iYucaipe BIKE !Ave E
2 I
I U WS
1!
] 0.50
3,225
2 0.90
] 0.68
6th Street
11 I !Aw E !Wildwood Canyon Rd
2 !1+ U WS

0.95 2,705
0 0.90
I 0.00
7th Street
12 IYucaipa Blvd jEnoch Ave
2 + U j WS

1.01 2,897
2 0.90
I 0.37
8thStreet
13lLiberty Rd !AveE
2 U WS

0.43 1.347
0 0.90
{ 0.00
10th Street
14 !Chapman Heights Rd lYucaipa Blvd
2 U i WS

0.54 3,795
2 0.90
] 0.53
10th Street
15 !Yucaipa Blvd ;Oak Glen Rd
2 U I�f WS

0.36 1,378
2 0.90

2.21 11th Street
16 ;Yucaipa Blvd !Ave D
2 U I WS

0.25 538
0 0.90
I 0.00
12th Street
17 ;Yucaipa Blvd Ave E
2 i U NIS

0.50 1.655
0 1ja

0.90 1 0.00
13th Street
18 'Yucaipa Blvd 3Ave E
2 ! U WS

0.50 21035
0 0.90

0.00 13th Street
19 ;Ave E 'Oak Glen Rd
2 i U WS
{I' 0.53

1.843
0 0.90

0.00 14th Street
20 !Yucaipa Blvd JOak Glen Rd
2 U WS
3 1.12
)
! 6,814
4 0.90

0.29 15th Street
21 !Yucaipa Blvd !Kentucky St
2 U WS
; 0.19
491
0 0.90
! 0.00
16th Street
22 !Yucaipa Blvd Outer Hwy10
2 JI
U WS
1 0.65
1,714
1 0.90

0.36 Avenue D
23 17th St 13th St
2 U r-4W '

0.94 550
2 0.90 I1
L12
Avenue D
24 ;13th St !Oak Glen Rd
2 j
U EW
j 0.52
t 1.244
0 0.90 I

0.00 Avenue E
25 ;Yucaipa Blvd !16th St
2 I
U F/W

0.91 2.865
2 0.90 j

0.42 Notes:
[1] Includes both directions of traffic on the selected roadway segment [2] Over a 5-year period from 1/1/18 to 12/31/22. Data compiled from U.C. Berkeley Transportation Injury Mapping System (TINS). [3] Collisions pertaining to unsafe speed as the primary collision factor. [4] Per Mllion Vehicle Niles (WM)
[5] Collisions per Mllion Vehicle -Mies of Travel = No. of Collisions x 1,000,000 ADTx Distance x No. of Days
where:

No. of Collisions = Total number of speed -related collisions recorded on the segment for period of 5.00 years (1825 days) ADT= Average Daily Traffic (vehicles per day, both directions of traffic except for one-sided segments as indicated) Distance = Total length of segment (miles)
No. of Days = 365 days for a duration period of 1.00 years of collision data Bold/Underline = Calculated collision rate is higher than the expected rate for a similar roadway type LEGEND
ADT: Average Daily Traffic (in vehicles per day, both directions of traffic) AIWM: Accidents Per Mllion Vehicle Mies
D: Divided
U: Undivided
I I MINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
22 •o

',- 2023 CITYWIDE ENGINEERING $ TRAFFIC SURVEY ENFORCER for SPEED LIMITS BY
CITY OF YUCAIPA, CA RaReR
Table 7: Collision Data Summary and Analysis for Segments 26-50

ROADWAY
i_...__......Co.JJston.Rate._...._...._
Direction
i Length
ADT
Number of
4 ' e
No.

From
To
Naof
. i Division
Of Travel
(mi.)
(vpd)
s�
Collisions '
Expected
I Calculated
Street
Lanes f
1 !
i
(aMVM)
(A/MVM)
Avenue E
26 16th St
Oak Glen Rd
2 U
i EJW

1.23 i 4,486
3 0.90
i 0.30
Avenue E
27 aOak Glen Rd
8thSt
2/4
U
E/W

0.75 !
7,977
1 0.90
�

0.09 Avenue E
28 Bth St
Calfornia St
2 U
E/W

1.79 7,925
4 !

0.90 33jj
1 0.15
Avenue E
29 California St
Fremont St
2 �
U
j FJW

0.50 � 2,661
0 0.90
� 2.00
Avenue H
I
30 15th Place
'2nd St
2 U
ENV

0.74 i
5,125
0 0.90

0.00 Avenue H
31 12ndSt
Bryant St
2 U
E/W

0.50 4,501
1 1

0.90 0.24
Avenue H
32 Bryant St
'Holmes St
2 U
ENV
( 0.75
? 4,196
0 1

0.90 0.00
Bella Vista Drive
33 FremontStHolmes
�
St
d
2 U
E!W

0.25 1 1,119
0 0.90

0.00 Bryant Street
i
j
34 ;North (Sty Limits
i
!Oak Glen Rd
4/2
D
NIS

2.22 I
1 17,851
I
7 1.09
1 0.10
Bryant Street
35 Oak Glen Rd
? Date Ave
4 D
WS
l 0.50
16,197
I
1 1.09

0.07 Bryant Street
36 ;Date Ave
3 Yucaipa Blvd
4 D
NIS

0.50 f

11.781
1 '
I

1.09 0.09
Bryant Street
37 'Yucaipa Blvd
Wddwood Canyon
2 U
WS
I 1.25
3 1 9,350
0 `

0.90 0.00
?�
Bryant Street
Wildw ood Canyon
38 ;�
'County Line Rd
2 U
Ns

0.92 3
: 7,128
1 3

0.90 I 0.08
California Street
I
39iDate Ave
i
Yucaipa Blvd
2 U
NIS

0.50 1,251
i
3 0 j

0.90 I

0.00 California Street
40 Yucaipa Blvd
e B
2 U
WS
9 0.14
4,495
3 0

0.90 0.00
California Street
41 Ave
LeE
7j
2 LID
NIS

0.35 5,069
0 !

0.90 0.00
California Street
42 Ave E
jRdldwood Canyon
4 U
NIS

0.75 6,197
1 0.73

0.12 1
Wildw ood Canyon
ilj'
California Street
43 1
Rd
Ave H
4 U
NIS

0.54 4,945
2 0.73

0.41 California Street
44 Ave H
County Line Rd
�
2 U
WS

0.39 3,431
1 1

0.90 I

0.41 !
ildwood Canyon
'
i
Calimesa Boulevard
45 ;Oak Glen Rd
iRd
2 U
BIN

1.19 15,948
6 0.90

0.17 Calimesa Boulevard
46 I Wi dw ood Canyon
'County Line Rd
I
4/2 i
dU
Ew

1.07 10,184
5 1.09

0.25 !Rd
i
ic
Campus Drive
47 ISand Canyon Rd
"LP Ben (Md-way)
2 U
( ENV
3 0.40
f
3,806
0 1

0.90 1 0.00
i
Campus Drive
i II
48 1"U" Ben (rAd-way) Sand Canyon Rd
2 1
U
i
! NIS

0.69 2,292
I
0 0.90

0.00 Chapman Heights
49 'Sand Canyon Rd
loth St
2 U
E/W

1.50 5,212
2 0.90

0.14 Road
Chapman Heights
50 10th St
i
Oak Glen Rd
2 U
E/W i

0.65 5,827
2 0.90

0.29 Road
i
aMINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
23 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF YUCAIPA, CA
Table 8: Collision Data Summary and Analysis for Segments 51-75 No.

ROADWAYINFORMATION
Segment Limits
Roadway Type
j
DirTection Length ADT
of Ili : (Mi.) (vpd)
N.,nb.r.f
Collisions 231
Collision Rate
Expected' Calculated s
i
From TO

10. of
Division
Street
Lanes
(AIMM) (AMVM)
Colorado Street
.51
10ak Gan M 11ldwood Canyon
4 u
E1W I 1.62 i 1,364
4 1.09

0.99 County Line Road
52 11-110 Freeway 13rd St
2 LYD
ENV 1 1.00 i 7.319
1 0.90

0.07 County Line Road
53 Qrd St Bryant St
2 U
ENV 0.75 4.707
0 1 0.90

0.00 County Line Road
54 Bryant St Wsa Grande Or
2 u
15W 0.92 3,784
0 0.90

0.00 Date Avenue
55 3rd St Bryant St
2 u
1 E(W 0.76 1,816
0 0.90

0.00 Date Avenue
66 Bryant St Fremont St
2 U
EjW 0.50 11 1,930
0 0.90

0.00 Date Avenue
57 1Fremont St Tendleton Rd
2 u
E1W 0.38 j 908
0 0.90
i 0.00
Douglas Street
58 i Date Ave Wiood Canyon
2 u
NS 1.75 465
4 0.90
L69
Rdldw,
Douglas Street
59 ;Ave H County Line Rd
2 u
NS 0.38 433
0 0.90
j 0.00
Dunlap Boulevard
60 Ave E 116th St
2 u
E/W 0.84 1,225
0 0.90
j 0.00
Dunlap Boulevard
61 116th St 14th St (End)
2 u
ENV0.52 1,521
0 0.90

0.00 Fir Avenue
62 IJefferson St Bryant St
2 u
E1W 0.99 192
1 0.913
1 Z-3a
Fir Avenue
63 Bryant St Sunnyside Dr
2 u
i Erw I 0.50 1 1.688
0 0.90
I 0.00
Fremont Street
64 Date Ave Yucaipa Blvd
�,Yucaipa
2 U
jI NS 0.45 1,055
3 0.90
i 3.46
Fremont Street
65 Blvd !Ave E
2 u
NS 0.59 1,367
0 0.90

0.00 Fremont Street
66 Ave E Bella Vista Or
2 u
NS 0.52 1,530
0 0.90

0.00 Fremont Street
67 lAve
H jCounty Line Rd
2 u
NS i 0.39 i 895
0 0.90

0.00 Fremont Street
68 Oak Glen Rd I Ivy Ave
2 u
NS 1.50 I 429
1 0.90

0.85 Grape Avenue
69 Bryant St Holly Ave
2 u
E1W 0.60 1 650
0 0.90
f
1 0.00
Wildw ood Canyon
I
Holmes Street
70 Bella Vista Or
2 u
NS I0.24 1 1,621
0 0.90

0.00 Rd
Ivy Avenue
71 Juniper Ave 1 Fremont St
2 u
EW 0.50 826
3 1

0.90 19
Kentucky Street
72 j12thSt
'Dunlap Blvd
2 u
E1W 0.95 1 1,777
0 0.90

0.00 Southwest City
1 Live Oak Canyon Road
73 'Outer
Hwy 10
Lts
2 U
EW 0 .90 5.665
1 0.90

0.11 Mesa Grande Drive
74 W ildwood CanyonCounty Line Rd
Rd
2 Ll
NS 1.05 2,219
0 0.90

0.00 Nebraska Street
75 Wildw ood Canyon
Ah Place
2 UM

0.11 281
0 0.90 .1

0.00 GMINAGAR & ASSOCIATES, INC. 24
01/22/2024 City Council Agenda 91

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY ENT E
for SPEED LIMITS 6r
CITY OF YUCAIPA, CA rUonR
Table 9: Collision Data Summary and Analysis for Segments 76-100 Street

ROADWAY
S mentLlmits
_......_ .__.........._._...............__........_
No.

From To
Roadwa T e
_.._.... ---Y._...Y.P......--
No. of !
, Division
Lanes
i
i Direction
i
ofTravel
!
!
' Length ADT
i (mi.) j (vpd)
calif an
-------- _ ._ . ....

Number of s
Expected Calculated
Collisions
(A/MVM) (A/MVM)
Oak Glen Road
i Wiklw ood Canyon
76 'Rd
South City Units
2 U
I NIS 0.21 j 3,634
0 0.90

0.00 Oak Glen Road
77 !Northeast City Limits
`
Cherry Croft Dr
2 U
1 NIS 1.95 2,586
2 j 0.90
i

0.22 Oak Glen Road
`Cherry Croft
78 !
Bryant St
2 U
I
WS 0.86 5,427
1 I 0.90

0.12 jDr/Jefferson St
I
I
Oak Glen Road
I
79 ;Bryant St
I5thSt
4 D
NIS 1.28 22,810
i
2 1.09

0.04 Oak Glen Road
80'5lh St
Yucaipa Blvd
4 D
NIS 1.28 ; 18.732
6 1.09
i

0.14 Oak Glen Road
81 ;Yucaipa Blvd
3Ave E
4 i' D
NIS 0.79 i 15,810
4 1 1.09

0.18 Oak Glen Road
i
82 'Ave E
lCafirnesa Blvd
4 i
; D
i
NIS 0.90 ' 19,151
t
4 ! 1.09

0.13 Oakwood Circle
83 Crafton Fills Or (E)
Fills or (W)
2 U
NIS 0.39 181
0 0.90
0,00
!traflon
S
!
i
Overcrest Drive
84 iTennesseSt
3HarptonRd
2 U
NIS 0.46 1 1,128
1 0.90

1.06 Sand Canyon Road
85 North City Linits
'Yucaipa Blvd
4 D
NIS 0.94 11,670
2 1.09

0.10 Sunnyside Drive
86'Oak Glen Rd
I
!Bryant St
2 U
I NIS 0.57 i 2,365
1 0.90

0.41 Tennesse Street
87 !Yucaipa Blvd
318th St
i
2 U
E!W 0.62 389
1 0.90

2.27 Washington Drive
88 9thSt
1 �71hSt
2 j
U
;
I
E/W 0.68 628
0 0.90

0.00 Wildwood Canyon Road
89 CallrresaBlvd
15th St
2 uD
!
j F1W 1.22 11,881
4 0.90

0.15 Wildwood Canyon Road
90 '5thSt
Bryant St
2 U
i EIW 1.26 10,091
2 0.90

0.09 Wildwood Canyon Road
91 Bryant St -tames
St
2 U
I E/W l 0.75 6,832
2 0.90

0.21 Wildwood Canyon Road
92 Holmes St !Mesa
Grande or
2 I
D j
E/W 0.80 6,479
0 0.90

0.00 Wildwood Canyon Road
93'Mesa Grande Or
'Oak Mesa or
2 U
EN✓ '; 1.03 ! 5.326
1 - 0.90

0.10 Wildwood Canyon Road
94'Oak Mesa Or ,Oak
Glen Rd
2 U
' EJW 1.58 3,571
I
0 0.90

0.00 Yucaipa Boulevard
95 1-10 Freeway
Sand Canyon Rd
4 D
EIW 1.50 ; 21,775
4 1.09

0.07 Yucaipa Boulevard
96 !Sand Canyon Rd
Oak Glen Rd
6 D
E/W 1.29 26,814
7 1.09

0.11 Yucaipa Boulevard
I
i
97 :Oak Glen Rd
5th St
6 D
!
E/W 1.21 , 26,261
11 1.09

0.19 Yucaipa Boulevard
98 ;5thSt
2ndSt
4/2
D
E/W I 0.75 i 21,134
6 1.09

0.21 Yucaipa Boulevard
99 2ndSt
Bryant St
2 U/D
E/W 0.50 ' 9.498
I
1 0.90

0.12 Yucaipa Boulevard
100 ;Bryant St
Fremont St
2 U
ENV 0.51 i 1.618
0 0.90

0.00 (0 MINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda
25 92

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY if FEE
-
for SPEED LIMITS ENFOflCED
BY
CITY OF YUCAIPA, CA fl;
Survey of Street Segments
Minagar & Associates, Inc. staff also evaluated each of the 100 roadway segments to observe the following existing roadway, roadside and traffic conditions, and identify individual or combined factors which may not be readily apparent to drivers.

Segment length
Roadway pavement width
Number of travel lanes
Center median division
Type and frequency of traffic controls on the primary road Sight distance and visibility of driveways and side street traffic due to:
o Horizontal curvature
o Vertical alignment and grade shifts
o On -street parking
o Large street trees planted in the median and/or adjacent parkway(s) o Two-way left turn traffic in the center lane
o Offset or skewed intersection approaches
Roadway lighting
Abutting land use density and property access along the roadway Commercial and residential driveway spacing
Bicyclists and bike lanes/routes
Heavy vehicle, golf cart, and NEV/LSV traffic
Pedestrians, crosswalks, sidewalks, school children walking along roadway due to the absence or discontinuity of sidewalks
These characteristics are described for each segment in the summary sheets provided in Appendix C.

UX MINAGAR & ASSOCIATES, INC.

IRMV
01/22/2024 City Council Agenda
26 93

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY 11Ea ENFORCED for SPEED LIMITS BY

CITY OF YUCAIPA, CA RABRR
6 — Engineering & Traffic Survey Results and Recommendations This Engineering & Traffic Survey is intended to establish prima facie speed limits for 100 surveyed roadway segments in the City of Yucaipa, based on a thorough evaluation of the collected data and standard speed zoning practice. Prima Facie speed limits serve to advise drivers and law enforcement of what is the reasonable and prudent speed under normal conditions.

The field radar -measured 851h percentile speed was rounded to the nearest upper or lower 5-MPH increment, as appropriate, and used as the recommended posted speed limit. Where other significant factors were demonstrated, such as an above -average collision rate; traffic, roadway and roadside conditions not readily apparent to the driver; and/or the need to consider legal prima facie speed limits, the presumptive speed limit was adjusted upward or downward by a 5 mile per hour increment to the final recommended posted speed. In some cases where the roadway segment is located along a "local street" as designated by the California Road System (CRS), several of the existing posted speed limits are proposed to maintain as -is, notwithstanding presumptive posted speed limit, in order to meet the needs of the local community and prevailing road users in accordance with applicable provisions of the CVC (§40802, §22358, §22352, §22354, §22357, and 22358.3) allowing the local authority to do so.

The findings of this E&TS indicate that currently posted speed limits on 90 of the 100 surveyed segments will not change, and will remain as documented and posted to allow for continued radar enforcement until the next renewal of posted speeds is required during the next validation of this E&TS.
2 segments are recommended to have a decrease in posted speed limit and 2 segments are recommended for an increase from their existing posted speed limits; 6 of these segments require the posting of a speed limit.

See Appendix B for a summary of the above findings and recommendations for each segment. (0 MINAGAR & ASSOCIATES, INC. 27
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7 — Applicable Vehicle Codes
The following codes were considered relevant in preparing the E&T Survey Report as provided in the 2023 California Vehicle Code (CVC):
■ 235 Business District
A "business district" is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent or more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sides of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied. A business district may be longer than the distances specified in this section if the above ratio of buildings in use for business to the length of the highway exists.
(Enacted by Stats. 1959, Ch. 3.)
■ 240 Business and Residence Districts: Determination
In determining whether a highway is within a business or residence district, the following limitations shall apply and qualify the definitions in Sections 235 & 515:
(a) No building shall be regarded unless its entrance faces the highway and the front of the building is within 75 feet of the roadway. (b) Where a highway is physically divided into two or more roadways only those buildings facing each roadway separately shall be regarded for the purpose of determining whether the roadway is within a district. (c) All churches, apartments, hotels, multiple dwelling houses, clubs, & public buildings, other than schools, shall be deemed to be business structures. (d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property.
(Enacted by Stats. 1959, Ch. 3.)
■ 515 Residence District
A "residence district' is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures. A residence district may be longer than one -quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists.
(Enacted by Stats. 1959, Ch. 3.)
(0 MINAGAR & ASSOCIATES, INC. 28
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■ 627 Engineering and Traffic Survey
(a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities. (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements.
(2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver.
(c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is
occupied by 13 or more separate dwelling houses or
business structures.
(B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one -quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B).
(2) Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices, and the unhoused.
(Amended by Stats. 2021, Ch. 690, Sec. 1. (AB 43) Effective January 1, 2022.) ■ 21400 Uniform Standards
(a) The Department of Transportation shall, after consultation with local agencies and public hearings, adopt rules and regulations prescribing uniform standards and specifications for all official traffic control devices placed pursuant to this code, including, but not limited to, stop signs, yield right-of-way signs, speed restriction signs, railroad warning approach signs, street name signs, lines and markings on the roadway, and stock crossing signs placed pursuant to Section 21364.
(b) The Department of Transportation shall, after notice and public hearing, determine and publicize the specifications for uniform types of warning Adlikk
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signs, lights, and devices to be placed upon a highway by a person engaged in performing work that interferes with or endangers the safe movement of traffic upon that highway.
(c) Only those signs, lights, and devices as are provided for in this section shall be placed upon a highway to warn traffic of work that is being performed on the highway.
(d) Control devices or markings installed upon traffic barriers on or after January 1, 1984, shall conform to the uniform standards and specifications required by this section.
(Amended by Stats. 2021, Ch. 690, Sec. 2. (AB 43) Effective January 1, 2022.) ■ 22349 Maximum Speed Limit
(a) Except as provided in Section 22356, no person may drive a vehicle upon a highway at a speed greater than 65 miles per hour.
(b) Notwithstanding any other provision of law, no person may drive a vehicle upon a two-lane, undivided highway at a speed greater than 55 miles per hour unless that highway, or portion thereof, has been posted for a higher speed by the Department of Transportation or appropriate local agency upon the basis of an engineering and traffic survey. For purposes of this subdivision, the following apply:
(1) A two-lane, undivided highway is a highway with not more than one through lane of travel in each direction.
(2) Passing lanes may not be considered when determining the number of through lanes.
(c) It is the intent of the Legislature that there be reasonable signing on affected two-lane, undivided highways described in subdivision (b) in continuing the 55 miles -per -hour speed limit, including placing signs at county boundaries to the extent possible, and at other appropriate locations.
(Amended by Stats. 1999, Ch. 724, Sec. 41. Effective January 1, 2000.) ■ 22350
rsaslc apeea Law
No person shall drive a vehicle upon a
highway at a speed greater than is
reasonable or prudent having due regard for
weather, visibility, the traffic on, and the
surface and width of, the highway, and in no
event at a speed which endangers the safety
of persons or property.
"No Person Shall Drive a
Vehicle Upon a Highway at a
Speed Greater Than is
Reasonable or Prudent..."
Basic Speed Law
California Vehicle Code (CVC)
D11 /Ch7/Art1 /§22350
(Amended by Stats. 1999, Ch. 724, Sec. 41. Effective Jan. 1, 2000.) ■ 22351 Speed Law Violations
(a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law. (b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is (0 MINAGAR & ASSOCIATES, INC. 30
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prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing.
(Enacted by Stats. 1959, Ch. 3.)
■ 22352 Prima Facie Speed Limits
(a) The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(1) Fifteen miles per hour:
(A) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flagperson is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.

B Wh t t t' f h' h i 'f d th
25 MPH

SPEED LIMIT
"When approaching
or passing a school...
posted with a
standard `SCHOOL'
warning sign, while
children are going to
or leaving the
school... during
school hours."
- Prima Facie Speed
Limits: 25mph, California
Vehicle Code (CVC), D I I
/Ch7/Artl /§22352
( ) en raversing any" al ion o ig ways uring e
last 100 feet of the driver's approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(C) On any alley.
(2) Twenty-five miles per hour:
(A) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning
sign. For purposes of this subparagraph, standard
"SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds.
(B) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going aMINAGAR & ASSOCIATES, INC.
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to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning
sign. For purposes of this subparagraph, standard
"SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds. (C) When passing
a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR" warning sign. A local authority may erect a sign pursuant to this paragraph when the local agency makes a determination that the proposed signing should be implemented. A local authority may
request grant funding from the Active Transportation
Program pursuant to Chapter 8 (commencing with Section
2380) of Division 3 of the Streets and Highways Code, or any other grant funding available to it, and use that grant funding to pay for the erection of those signs, or may utilize any other funds available to it to pay for the erection of those signs, including, but not limited to, donations from private sources.
(Amended by Stats. 20121, Ch. 690, Sec. 3 (AB 43) Effective Jan. 1, 2022.) ■ 22357 Increase of Local Speed Limits to 65 Miles Per Hour (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
(Repealed (in Sec. 28) and added by Stats. 1995, Ch. 766, Sec. 29. Effective January 1, 1996. This section became operative, by its own provisions, on the date described in Section 22366.) MINAGAR & ASSOCIATES, INC. 32
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■ 22357.1 Decrease Near Children's Playgrounds
Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children's playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 mile per hour speed limit shall be effective when signs giving notice of the speed limit are posted.
(Added by Stats. 1989, Ch. 508, Sec. 1.)
■ 22358 Decrease of Local Speed Limits
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, 25, 20, or 15 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street. (b) This section shall become operative on the date specified in subdivision (c) of Section 22366.
(Amended by Stats. 2021, Ch. 690, Sec. 5 (AB43) Effective Jan. 1, 2022.) ■ 22358.4 Decrease of Local Limits Near Schools or Senior Centers (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a MINAGAR & ASSOCIATES, INC.
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school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period.

The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour. (B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not
separated from the highway by a fence, gate, or other
physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that
indicates a speed limit of 25 miles per hour.
(2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel. (4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
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SPEED

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flADAfl
(C) For purposes of subparagraph (8) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.
(Amended by Stats. 2016, Ch. 208, Sec. 15. (AB 2906) Effective January 1, 2017.) 22358.5 Downward Speed Zoning
It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other
condition readily apparent to a driver, in the
absence of other factors, would not require
special downward speed zoning, as the basic
rule of Section 22350 is sufficient regulation as
to such conditions.
(Added by Stats. 1989, Ch. 11.)
22359 Boundary Line Streets
With respect to boundary line streets and
highways where portions thereof are within
different jurisdictions, no ordinance adopted
under Sections 22357 and 22358 shall be
effective as to any such portion until all
(Does not include boundary
line streets consisting of
separate roadways within
different jurisdictions)
authorities having jurisdiction of the portions of
the street concerned have approved the same. This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions.
(Amended by Stats. 163, Ch. 209.)
■ 22361 Multiple -Lane Highways
On multiple -lane highways with two or more separate roadways different prima facie speed limits may be established for different
roadways under any of the procedures specified
in Sections 22354 to 22359, inclusive.
(Amended by Stats. 1963, Ch. 209.)
■ 40801 Speed Trap Prohibition
No peace officer or other person shall use a
speed trap in arresting, or participating or
assisting in the arrest of, any person for any
alleged violation of this code nor shall any speed
trap be used in securing evidence as to the speed
of any vehicle for the purpose of an arrest or
prosecution under this code.
(Enacted by Stats. 1959, Ch. 3.)
"No peace officer or
other person shall use a
speed trap in
arresting...any person for
any alleged violation of
this code, nor shall any
speed trap be used in
securing evidence as to
the speed of any
vehicle..."
- Speed Trap Prohibition
California Vehicle Code (CVC)
D17/Ch3/Art1 /§40801
a
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■ 40802 Speed Traps
(a) A "speed
trap" is either of the following:
(1)
A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance.
(2)
A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of subdivision (b) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. (b) (1)
For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation. When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length.

Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2)
For purposes of this section, "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL" warning sign.
(3)
For purposes of this section, "senior zone" means that area approaching or passing a senior center building or other facility primarily used by senior citizens, or the grounds thereof that is contiguous to a highway and on which is posted a standard "SENIOR" warning sign, pursuant to Section 22352.
(4)
For purposes of this section, "business activity district" means a section of highway described in subdivision (b) of Section 22358.9 MINAGAR & ASSOCIATES, INC. 36
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in which a standard 25 miles per hour or 20 miles per hour speed limit sign has been posted pursuant to paragraph (1) of subdivision (a) of that section.
(c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was
approved and certified by the Commission on Peace Officer Standards and Training.
(B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in
subparagraph (A) and an additional training course of not less than two hours approved and certified by the
Commission on Peace Officer Standards and Training.
(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with
subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of
subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.
(d) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Highway Traffic Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility.
(2) A "speed trap" is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise
determined in order that the speed of a vehicle may be
calculated by securing the time it takes the vehicle to travel the known distance.
(B)
(i) A particular section of a highway or state highway
with a prima facie speed limit that is provided by this code or by local ordinance under paragraph (1) of
subdivision (b) of Section 22352, or established
Q�2
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under Section 22354, 22357, 22358, or 22358.3, if
that prima facie speed limit is not justified by an
engineering and traffic survey conducted within one
of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit
involves the use of radar or any other electronic
device that measures the speed of moving objects:
(1) Except as specified in subclause (II), seven
years.
(II) If an engineering and traffic survey was
conducted more than seven years prior to the
date of the alleged violation, and a registered
engineer evaluates the section of the
highway and determines that no significant
changes in roadway or traffic conditions have
occurred, including, but not limited to,
changes in adjoining property or land use,
roadway width, or traffic volume, 14 years.
(ii) This subparagraph does not apply to a local street, road, or school zone, senior zone, business activity
district, or speed limit adopted under Section
22358.7 or 22358.8.
(Amended by Stats. 2022, Ch. 406, Sec. 5. (AB 1938) Effective January 1, 2023.) ■ 40803 Speed Trap Evidence
(a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speedtrap. (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speedtrap as defined in paragraph (2) of subdivision (a) of Section 40802.
(c) When a traffic and engineering survey is required pursuant to paragraph (2) of subdivision (a) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in paragraph (2) of subdivision (a) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in paragraph (2) of subdivision (a) of Section 40802.
(Amended by Stats. 1996, Ch. 124, Sec. 147. Effective January 1, 1997.) "i, MINAGAR & ASSOCIATES, INC.
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8 - References

1. 2023 California Vehicle Codes (CVC)
- Division 1: Words and Phrases Defined. §100-681
- Division 11: Rules of the Road. Chapter 7, Article 1: Generally (Speed Laws). §22348- 22413
- Division 17: Offenses and Prosecution. Chapter 3, Article 1: Prosecutions Under Code. §40800-40808

2. California Manual on Uniform Traffic Control Devices (CAMUTCD) Rev. 7, Mar. 2023 - Federal Highway Administration (FHWA), as amended for use in California. - Chapter 2B: Regulatory Signs, Barricades, and Gates
- Sections 2B.13 and 2B.18

3. Federal Highway Administration Manual on Uniform Traffic Control Devices (FHWA MUTCD, 11th Edition, Dec. 2023)

4. Citywide Engineering & Traffic Survey (E&TS) Reports Conducted and Prepared by Minagar & Associates, Inc.

Minagar & Associates, Inc.'s 26 Citywide E&TS Projects in Southern California # of Speed
Agency
County
Contract
MUTCD Version
Zone
Year
Segments

1. City of Santa Fe Springs
Los Angeles
2024
CAMUTCD 2014 (Rev. 7, 2023)
118

2. City of Rancho Mirage
Riverside
2023
CAMUTCD 2014 (Rev. 7, 2023)
67 3.

City of Solana Beach
San Diego
2023
CAMUTCD 2014 (Rev. 7, 2023)
29 4.
®
City of Needles
San Bernardino
2022
CAMUTCD 2014 (Rev. 6, 2021)
21 5.
;T
City of Colton
San Bernardino
2022
CAMUTCD 2014 (Rev. 6, 2021)
44 6.

City of South Gate
Los Angeles
2021-2022
CAMUTCD 2014 (Rev. 6, 2021)
49 7.
�j
City of Santa Fe Springs
Los Angeles
2021-2022
CAMUTCD 2014 (Rev. 6, 2021)
115
8 �k 9
City of Pomona
Los Angeles
2020-2021
CAMUTCD 2014 (Rev. 5, 2020)
131

9. ;, „
City of Beaumont
Riverside
2017-2018
CAMUTCD 2014 (Rev. 2, 2017)
48 10.

City of Bell
Los Angeles
2017
CAMUTCD 2014 (Rev. 2, 2017)
14 11.

City of Rancho Mirage
Riverside
2017
CAMUTCD 2014 (Rev. 2, 2017)
66 12.

City of Santa Fe Springs
Los Angeles
2016-2017
CAMUTCD 2014 (Rev. 1, 2015)
115

13. City of South Pasadena
Los Angeles
2014-2015
CAMUTCD 2014
60 14.

City of Santa Fe Springs
Los Angeles
2014
CAMUTCD 2012
115

15. ;;;
City of Colton
San Bernardino
2013-2014
CAMUTCD 2012
44 16.

City of Culver City
Los Angeles
2013
CAMUTCD 2012
70 17.
(`
City of Lawndale
Los Angeles
2013
CAMUTCD 2012
22 18.
l
City of South Pasadena
Los Angeles
2012
CAMUTCD 2012
5 19.
s
City of San Marino
Los Angeles
2011
CAMUTCD 2010
59 20.
0 City of South Pasadena
Los Angeles
2010
CAMUTCD 2010
6 21.
::

City of Manhattan Beach
Los Angeles
2010
CAMUTCD 2010 (2009 Rev.)
51 22.yu
City of Santa Fe Springs
Los Angeles
2009
CAMUTCD 2006
115

23. City of Baldwin Park
Los Angeles
2009
CAMUTCD 2006
54 24.
;t
City of Rancho Santa Margarita
Orange County
2004
MUTCD 2003 (CA Supp.)
11 25.
j
City of Baldwin Park
Los Angeles
2004
MUTCD (CA Supp.)
54 26.
,.;;
: City of Redondo Beach
Los Angeles
2003
MUTCD
57 E&TS Projects - Total Radar Speed Zone Segments Surveyed 1,589
39 MINAGAR & ASSOCIATES, INC.
0 /2024 City Council Agenda

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY if[N4W11Dfor SPEED LIMITS CITY OF YUCAIPA, CA Appendix A
Map of Recommended Speed Limits
M'NAGAR & ASSOCIATES, INC.
0 /2024 City Council Agenda
107

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS
CITV f T= VI IrAIPA rA
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411"ED
Proposed Posted Speed Limit
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CITY OF YUCAIPA 2023

CITYWIDE ENGINEERING &

TRAFFIC SURVEY (E&TS)
�� ���
y/'?
DECEMBER 22, 2023
41 (0 MINAGAR & ASSOCIATES, INC.
01/22/2024 City Council Agenda 108

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF YUCAIPA, CA
Appendix B
Summary of Recommended Changes to
Posted Speed Limits
srEED
EIRDED
BY
RADAR
MINAGAR & ASSOCIATES, INC.
0 /2024 City Council Agenda
109

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS
SPEED
er

CITY OF YUCAIPA,
CA
SPEED
ZONING

SEGMENT INFORMA
TION

ANALYSIS
Limits
Speed Limit (mph)
No.

Street
From
TO
Ex
85th
Rec.

Change
2nd Street
1 Date Ave
Yucaipa Blvd
30 36
30 2nd Street
2 Yucaipa Blvd
Wildwood Canyon Rd
35 42
35 3rd Street
3 Date Ave
Yucaipa Blvd
30 36
30 3rd Street
4 Yucaipa Blvd
Wildwood Canyon Rd
35 42
35 3rd Street
5 Wildwood Canyon Rd
County Line Rd
35 42
35 4th Street
6 Yucaipa Blvd
Wildwood Canyon Rd
35 43
35 5th Street
7 Oak Glen Rd
Yucaipa Blvd
45 i
50 45
5th Street
8 Yucaipa Blvd
Wildwood Canyon Rd
40 i
42 i 40
5th Street
9 Wildwood Canyon Rd
County Line Rd
35 39
S 35
6th Street
10 Yucaipa Blvd
Ave E
35 44
35 6th Street
11 Ave E
Wildwood Canyon Rd
35 44
35 7th Street
12 Yucaipa Blvd
Enoch Ave
35 41
35 8th Street
13 Liberty Rd
Ave E
30 40
30 10th Street
14 Chapman Heights Rd
Yucaipa Blvd
35 i 43
35 10th Street
15 Yucaipa Blvd
Oak Glen Rd
35 39
35 11th Street
16 Yucaipa Blvd
Ave D
30 34
i 30
12th Street
17 Yucaipa Blvd
Ave E
35 39
35 13th Street
18 Yucaipa Blvd
Ave E
35 s 40
i 35
13th Street
19 i Ave E
Oak Glen Rd
35 41
35 14th Street
20 Yucaipa Blvd
Oak Glen Rd
35 41
35 15th Street
21 Yucaipa Blvd
Kentucky St
35 34
35 16th Street
22 Yucaipa Blvd
Outer Hwy 10
35 37
35 Avenue D
23 17th St
13th St
35 35
35 Avenue D
24 13th St
Oak Glen Rd
35 38
35 Avenue E
25 Yucaipa Blvd
16th St
35 41
35 Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
Allllllb�'
q MINAGAR & ASSOCIATES, INC.
01?2024 City Council Agenda 110

�,. 2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
SPEED
for SPEED LIMITS

ENFORCED
BY
flADAA

CITY OF YUCAIPA,

CASEGMENT

INFORMATION
SPEED
ZONING

ANALYSIS
Limits
Speed Limit (mph)
No.

Street
From
To
Ex
85th
Rec.

Change
Avenue E
26 16th St
Oak Glen Rd
35 39
€ 35
Avenue E
27 Oak Glen Rd
8th St
40 !
48 40
Avenue E
28 8th St
California St
35 41
35 Avenue E
29 California St
Fremont St
25 41
30 Increase
Avenue H
30 i
5th Place
2nd St
35 41
35 Avenue H
31 €
2nd St
Bryant St
35 39
€ 35
Avenue H
32 €
Bryant St
Holmes St
35 42
€ 35
Bella Vista Drive
33 Fremont St
Holmes St
35 40
€ 35
-
Bryant Street
34 i
North City Limits
Oak Glen Rd
50 53
50 -
Bryant Street
35 i
Oak Glen Rd
Date Ave
45 49
i 45
-
Bryant Street
36 :Date
Ave
Yucaipa Blvd
45 47
[ 45
Bryant Street
37 Yucaipa Blvd
Wildwood Canyon Rd
35 [
42 35
Bryant Street
38 i
Wildwood Canyon Rd
€ County Line Rd
35 37
35 California Street
39 i
Date Ave
Yucaipa Blvd
35 38
35 -
California Street
40 i
Yucaipa Blvd
Ave B
25 24
25 California Street
41 Ave B
Ave E
25 35
25 California Street
42 Ave E
Wildwood Canyon Rd
40 48
40 California Street
43 [
Wildwood Canyon Rd
€ Ave H
35 43
35 California Street
44 Ave H
County Line Rd
35 43
35 Calimesa Boulevard
45 [
Oak Glen Rd
Wildwood Canyon Rd
50 i
52 50
Calimesa Boulevard
46 i
Wildwood Canyon Rd
County Line Rd
50 48
50 Campus Drive
47 [
Sand Canyon Rd
" U" Bend (Mid -way)
35 29
30 Decrease
Campus Drive
48 i
"U" Bend (Mid -way)
Sand Canyon Rd
25 [
43 25
Chapman Heights Road
49 i
Sand Canyon Rd
10th St
40 50
i 40
Chapman Heights Road
50 '
10th St
Oak Glen Rd
35 42
i 35
Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
AdEbl
W2�MINAGAR & ASSOCIATES, INC.
2024 City Council Agenda

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITSPoll"
TP

ENFORCED
BY
BaoaB

CITY OF YUCAIPA,

CASPEED

INFORMATIONSEGMENT
•
Limits
Speed Limit (mph)
No.

Street
From
To
Ex
85th
Rec.

Change
Colorado Street
51 i
Oak Glen Rd
Wildwood Canyon Rd
35 38
35 -
County Line Road
52 ?
1-10 Freeway
3rd St
35 41
35 County Line Road
53 3rd St
Bryant St
35 38
[ 35
County Line Road
54 Bryant St
Mesa Grande Dr
N/P
43 [ 40
Date Avenue
55 3rd St
Bryant St
25 35
25 Date Avenue
56 Bryant St
Fremont St
25 40
30 Increase
Date Avenue
57 Fremont St
Pendleton Rd
25 39
s 25
Douglas Street
58 Date Ave
Wildwood Canyon Rd
25 29
i 25
Douglas Street
59 Ave H
County Line Rd
N/P
41 40
Dunlap Boulevard
60 [
Ave E
16th St
40 46
40 -
Dunlap Boulevard
61 €
16th St
14th St (End)
40 38
[ 40
-
Fir Avenue
62 Jefferson St
Bryant St
25 30
25 -
Fir Avenue
63 Bryant St
Sunnyside Dr
N/P
37 35
-
Fremont Street
64 Date Ave
Yucaipa Blvd
35 43
35 Fremont Street
65 Yucaipa Blvd
Ave E
30 36 ':
30 Fremont Street
66 Ave E
Bella Vista Dr
35 36 €
35 Fremont Street
67 Ave H
County Line Rd
35 i
37 i
35 Fremont Street
68 Oak Glen Rd
Ivy Ave
25 36
25 Grape Avenue
69 Bryant St
Holly Ave
N/P
37 35
Holmes Street
70 Bella Vista Dr
Wildwood Canyon Rd
35 40
35 Ivy Avenue
71 Juniper Ave
Fremont St
30 42
30 -
Kentucky Street
72 12th St
Dunlap Blvd
N/P
37 35
-
Live Oak Canyon Road
73 Outer Hwy 10
Southwest City Limits
40 49
40 Mesa Grande Drive
74 [
Wildwood Canyon Rd
! County Line Rd
40 42 i
40 Nebraska Street
75 €
7th Place
Wildwood Canyon Rd
25 29
25 Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
i r MINAGAR & ASSOCIATES, INC.

Ol /2024 City Council Agenda 112

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS
ENFOflCED
BY
RADAR

CITY OF YUCAIPA,
CA
SPEED
ZONING

ANALYSIS
Limits
Speed Limit (mph)
No.

Street
From
To
Ex
85th
Rec.

Change
Oak Glen Road
76 Wildwood Canyon Rd
South City Limits
N/P
45 40
Oak Glen Road
77 Northeast City Limits
Cherry Croft Dr
50 ?
52 j 50
Oak Glen Road
78 :Cherry
Croft
Bryant St
50 50
50 Dr/Jefferson St
Oak Glen Road
79 Bryant St
5th St
45 48
45 Oak Glen Road
80 5th St
Yucaipa Blvd
45 54
45 Oak Glen Road
81 Yucaipa Blvd
Ave E
40 i
45 40
Oak Glen Road
82 ?
Ave E €
Calimesa Blvd
45 48
45 Oakwood Circle
83 Grafton Hills Dr (E)
Grafton Hills Dr (W)
25 33
25 Overcrest Drive
84 Tennessee St
Hampton Rd
35 39
35 -
Sand Canyon Road
85 North City Limits
Yucaipa Blvd
50 45
45 Decrease
Sunnyside Drive
86 Oak Glen Rd
Bryant St
25 28
25 -
Tennessee Street
87 Yucaipa Blvd
18th St
35 s
43 35
-
Washington Drive
88 9th St
7th St
30 35
[ 30
-
Wildwood Canyon Road
89 Calimesa Blvd
5th St
40 [
46 40
-
Wildwood Canyon Road
90 :'
5th St
Bryant St
40 47
i 40
Wildwood Canyon Road
91 €
Bryant St
Holmes St
45 ':
46 45
Wildwood Canyon Road
92 Holmes St
Mesa Grande Dr
45 50
45 Wildwood Canyon Road
93 Mesa Grande Dr
Oak Mesa Dr
45 48
45 Wildwood Canyon Road
94 Oak Mesa Dr
Oak Glen Rd
45 €
48 45
Yucaipa Boulevard
95 I-10 Freeway
Sand Canyon Rd
45 i
51 45
Yucaipa Boulevard
96 Sand Canyon Rd
Oak Glen Rd
40 44
40 Yucaipa Boulevard
97 Oak Glen Rd
5th St
40 €
46 40
Yucaipa Boulevard
98 i
5th St
2nd St
35 €
40 35
Yucaipa Boulevard
99 €
2nd St
Bryant St
25 32
25 Yucaipa Boulevard
100
Bryant St
Fremont St
35 37
35 Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey
Speed
Rec.: Recommended Speed Limit
9� � MINAGAR & ASSOCIATES, INC.
0 2/2024 City Council Agenda 113

2023 CITYWIDE ENGINEERING & TRAFFIC SURVEY
ESPEED
NPoRCED
YAWfor SPEED LIMITS er
CITY OF YUCAIPA, CA RaoaR
Appendix F
Speed Gun Calibration Certification
�'; MINAGAR & ASSOCIATES, INC.
0 2/2024 City Council Agenda
114

TRAFFIC RADAR CERTIFICATION
RHFInc. TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radu (NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.
16202 Keats Circle R.H.F. is a certified independent testing and repair facility.

Westminster, Calif. 92683
1 TEST ID
Date Rcceive� r�U
CertificationNyprbgr-
J
Make
Model Stal •er-
Type (I -IV)
Directional radar
Same direction
2 DEVICE ID
Applied Concepts
Dual SL or DSR
N
❑ Yes No
Dyes ❑ No
Cgytptir ugit S/Jd� �,.-
Antenna -I S/N �;� ? V ��"
Antenna-2 S/N
§ 2.4 / § 5.4
AIAI SM �` Vy
Last date calib. I
Freq. (Hz)
Sp eet (mph)
Meas
3 TUNING PORK
/ L
PASS
FAIL
Ht e d f rk S
�� f
Last date calib.

Freq. z
y M)
See m h
P'� P)
Me 4swgd�(EIf}�

CALIBRATION
ir
Lo fork
TIinh fork
Fork speed (mph)
25 40
Stationary mode
Disp. Speed (mph)
--
§ 2.5 / § 5.5
4 RADAR DEVICE

TUNING FORK
PAS '
FAIL
Moving mode

TARGET SPEED
Expected.

Displayed.

TESTS
Opposite Direction
(1-1i fork - Lo fork)
(mph) 15
(mph) i S'-
Moving mode

TARGET SPEED
Expected.

Displayed.

G
Same Direction
Hi fork + Lo fork
(mph) 65
(mph)
Hi fork - Lo fork
15 2.G.1. ! § 5.6.1
Standard supply
Voltazc r 11 13.6 V
Antenna I
Frey. j / �i
Antenna 2
i _
GIIz
Frey. GHz
5 TRANSMISSION
'
Standard supply
Antenna 1
Antenna 2

FREQUENCY
Voltaee - 20% IV) 10.8 V
Freq.GHz J /
Freq. GHz
AS
PAS
FAIL

STABILITY
Standard supply
Antenna I
Antenna 2
volts e + 20% (V i 16.3 V
Fre . GHz 3 rT r %/ E
Freq. GHzN/A
6 § 2.6.5 / § 5.6.5
Mfg. Spec.

Antenna 1 � 7
Antenna 2
�—
PAS
_
FAII..

POWER DENSITY
(maxmW/cm) :52
Power(mW/crn) u t
Power(mW/cm)
7 § 2.8 / § 5 8
Mfg. spec.

LVA activates
I LVA deactivates

LOW VOLTAGE
(V) 510.8
(V) (� /
I (V) f.? L1
PAS
FAIL
8 § 2.9.1 / § 5.9.1
A. Audio tone correlates with received Doppler signal .ePYes ❑ No (PAS.'

DOPPLER AUDIO
B. Functioning audio volume -adjustment control .1a Yes ❑ No FAIL
§ 2.12.4 / § 5.12.4
Mfg. Spec.

Test results
9 INTERNAL
PASS
PAS
FAIL

CIRCUIT
§ 2.12.6.5 / §
A. Selects only targets moving towards radar o Yes ❑ No erN.A. 10 5.12.6.5
B. Selects only targets moving away from radar ❑ Yes ❑ No efN.A.

PASS
FAIL

DIRECTIONAL
Stationary mode:

Low speed spec. 12
Lo speed disp. ,/ `
Hi speed spec. 200
Hi speed disp.
target channel (mph)
§ 2.12.7 / § 2.12.8 /

5.12.7 / 5.12.8
Moving Mode
Low speed spec. 20
Lo speed disp.
11 LOW AND HIGH
target channel (mph)
PASS
FAIL.

SPEED DISPLAY
IIi speed spec. 200(C)
Hi speed disp.

TEST'
Moving Mode:

Low speed spec. 15
Lo speed disp.
patrol channel (mph)
Hi speed spec. 79
Hi speed disp.
12 § 2.13 / § 5.13

RFI TEST
PASS
FAIL
13 LABORATORY
_

COMMENTS
This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 4D8I12 O'PASS 0 FAIL 14 NHTSA/IACP

CERTIFICATION
Certified by: �L>iyL_. Date:
15 INVENTORY I
❑ Fork Cen ❑ Manual ❑ 24 Ant. o Remote � ❑ Battery
o Carmine Case o Other: ( please list

TRAFFIC K4DAR CERTIFICATION

TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS [(( RHFInc.

Repart (NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.
16202 Keats Circle R.H.F. is a certified independent testing and repair facility.

Westminster, Calif. 92683
I

TEST ID
Date yg ceiiveedd ..

Certification Tihcr
Make
Model Stalker-
Type (1-IV)
Directional radar
Same direction
2 DEVICE ID
Applied Concepts
Dual SL or DSR
IV
❑ Yes t: 7o
9 Yes ❑ No
Co rTnitS/1V� , J
Antenna-1 SIN 0 3Ll'l Z/ IAntenna-2
SN
§ 24 / § 5A
Low s r or S/N
Last date calib.

Freq. (Hz)
Sped (mph)
Me a ur d (Hz�
3 TUNING FORK

CALIBRATION
PASS
FAIL
Hi seed fork S/N
� P
Last date calib.

Fre . Iz
q ��)
S Speed (mph)
P (P)
Measured 1z
� )
Lo fork
High fork
Fork speed (mph)
25 40
Stationary mode
,7, S—
G! 0
§ 2.5 / § 5.5
Disp. Speed (mph)
-
4 RADAR DEVICE
Moving mode

TARGET SPEED
Expected.

Displayed.

TUNING FORK
PAS
FAIL
TESTS
Opposite Direction
(Hi fork - Lo fork)
(mph) 15
(mph)
Moving mode

TARGET SPEED
Expected.

Displayed. tS
_I
Same Direction
Hi fork + Lo fork
Hi fork - Lo fork
(mph) 65
15 (mph)

2.6.1. / 5.6.1
Standard supply
Voltaee i V 13.6 V
Antenna 1
Fre Z-
Antenna.2
_
I
5 § §

TRANSMISSION
u. GHz
Freq. GHz
Standard supply
Antenna 1
Antenna 2

FREQUENCY
Voltage -20% (V 10.8 V
Freq. GHz .'� y i Z Z
Freq. GfIz
PAS
FAIL

STABILITY
Standard supply
Antenna 1
Antenna 2
vol tape + 20% (V) 16.3 V
Freq. GHz 3 y, 2 Z
Fre c . GHzN/A
6 § 2.6.5 / § 5.6.5
Mfg. Spec.
_`
Antenna 1
_
Antenna 2
-
_

POWER DENSITY
(max mW/cm) < 2
Power (mW/em)
Power (mW/cm)
PAS.

FAIL
§ 2 8 / § 5 8
Mfg. spec.

LVA activates
LVA deactivates
7 LOW VOLTAGE
(V) <10.8
(V)
(V)(PAS
FAIL,
8 § 2.9.1 / § 5.9.1
A. Audio tone correlates with received Doppler signal '-efyes ❑ No

DOPPLER AUDIO
B. Functioni_ne audio volume -adjustment control Yes ❑ No kPAS,9
FAIL
9 § 2.12.4 / § 5.12.4

INTERNAL
Mfg. Spec.

PASS
Test results
S'
PASSs
FAIL
1,L74,17

CIRCUIT
'�✓✓
§ 2.12.6.5 / §
A. Selects only targets moving towards radar ❑ Yes ❑ No iT°N.A. 10 5.12.6.5
B. Selects only targets moving away from radar ❑ Yes ❑ No 2-N.A.

PASS
FAIL

DIRECTIONAL
Stationary mode:

Low speed spec. 12
Lo speed disp. "I
Hi speed spec. 200
Hi speed disp.
target channel (mph)
§ 112.7 / § 2.12.8 /
--

5.12.7 / 5.12.8
Moving Mode
Low speed spec. 20
Lo speed disp.
11 LOW AND HIGH
target channel (mph)
�� ASS)
FAIL

SPEED DISPLAY
Hi speed spec. 200(C)
Hi speed disp.

TEST
Moving Mode:

Low speed spec. 15
Lo speed disp.
patrol channel (mph)
Hi speed spec. 79
Hi speed disp.

RFI TEST
1 PAS.

FAIL
13 LABORATORY
- -

COMMENTS
This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 EYPASS ❑ FAIL 14 MITSA/IACP

CERTIFICATION
p r"
Certified by: Date:
�'Jl�-L.�,�Q,yZ, _
15 TNVENTORY
° Fork Cert ❑ Manual ❑ 21d Ant. ❑ Remote ❑ Battery _
❑ Carnir , Case ❑ Other: 1please lists
.... — -.,-- "..y ".,.....,....b.,....u. -----_._

TRAFFIC RADAR CERTIFICATION
RHFinc.

TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radar, Repair
(NIITSA) National I3ighway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.
16202 Keats Circle
R.H.F. is a certified independent testing and repair facility.

Westminster, Calif. 92683

TEST ID
Date Received
Certificati
Make
Model S Iker- Type (I -IV)
Directional radar
Same direction
2 DEVICE ID
Applied Concepts
Dual SL or DSR IV
❑ Yes WRO
6Yes ❑ No
C57
j
tea-2 S/NL
3 § 2.4 / § 5.4

TUNING FORK
Low speed fork SM Last date calib. Freq. (Hz) Speed (mph) Measured (Hz)
PASS% 1 FAII_

TRAFFIC RADAR CERTIFICATION
RHFInc.

TESTED TO NATSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radar Reps(NHTSA)
National Highway and Traffic Safety Administration.
(IACP) International Association of Chiefs of Police.
16202 Keats Circle
R.H.F, is a certified independent testing and repair facility.

Westminster, Calif. 92683
1 TEST ID
Date Received _
Certification Nurr , r.L
Make
Model St •er- Type (14V)
Directional radar Same direction
2 DEVICE ID
Applied Conce its
Dual SL or DSR IV
o Yes rrYes ❑ No
Col in ur�itj /
Antemta-I SIN
Antenna-2 S/N
§ 2.4 / § 5.4
o � 3 S
Last date calib.

Freq. (Hz)
Sped (r�ph)
Sr
MealedJ�ilz)
�j
3 TUNING FORK

CALIBRATION
& S
FAIL
High speed fork SIN
Last date calib.

Freq. (Hz) Speed (mph) Measured (Hz)
Lo fork Hi gh fork
Fork speed (mph)
25 40

TRAFFIC RADAR CERTIFICATION
ff RHFInc. TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radar Repair (NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.
16202 Keats Circle R.H.F. is a certified independent testing and repair facility.

Westminster CaU 92683
1 TEST ID
Date Re ved' _ 2 v
Certification NumhL . r ,
r
Make
Model Stalker-
Type (1-IV)
Directional radar
Same direction
2 DEVICE ID
Applied Concepts
Dual SL or DSR
IV
❑ Yes wNo
❑ Yes diNo
Co " �in gi�—/
Antenna -I S/N ® 5- -Z 0 p
Antenna-2 SIN
§ 2.4 / § 5.4
Low speed fork SIN
Last date calib.

Freq. (Hz) Speed (mph)
Measured (Hz)
3 TUNING FORK

CALIBRATION
PASS
FAIL
Hi h d rk
sp�
Last date calib.

Freq. (Hz) eed) Spoh)
v
Measured i)z)
Lo fork
High fork
Fork speed (mph)
25 40
Stationary mode
§ 2.5 / § 5.5
Disp. Speed (mph)
z f'
, tJ
4 RADAR DEVICE

TUNING FORK
PAS
FAIT,
Moving mode

TARGET SPEED
Expected.

Displayed.

TESTS
Opposite Direction
(Hi fork — Lo fork)
(mph) 15
(mph) ®y -
moving mode

TARGET SPEED
Expected.

Displayed.

Same Direction
Hi fork + Lo fork
(mph) 65
(mph) r
Hi fork - Lo fork
15 § 2.6.1. / § 5.6.1
Standard supply
Vol ta_e (V) 13.6 V
Antenna 1 , ,t�
Frec . GHz S ! r i /
Antenna 2
Freq. GHz
5 TRANSMISSION
Standard supply
Antenna 1
Antenna 2

FREQUENCY
Voltage — 20% r V) 10.8 V
Frec . GHz ` / `�
Freq. G11z
PASS
FAIL
Standard supply
Antenna I 2
Antenna 2

STABILITY
vol tagc + 20% (V) 163 V
Fre . GHz 3 % Y
Fret GHzN/A
6 I § 2.6.5 / § 5.6.5
Mfg. Spec.

Antenna 1 e
Antenna 2

POWER DENSITY
(max mW/cm) < 2
Power (mW/em)
Power mW/cm
( )
PAS
�,�
FAIL
§ 2.8 / § 5.8
Mfg. spec.

LVA activates
LVA deactivates
7 LOW VOLTAGE
(V)< 10.8
(V) �,
M 1?
(PAYS
FAIL
8 § 2.9.1 / § 5.9.1
A. Audio tone correlates with received Doppler signal er Yes ❑ No PAS
FAIL

DOPPLER AUDIO
B. Functioning audio volume -adjustment control • Yes ❑ No § 2.12.4 / § 5.12.4
Mfg. Spec.

Test results
9 INTERNAL
PASS
G�s s-
PASS
FAIL

CIRCUIT
<
§ 2.12.6.5 / §
A. Selects only targets moving towards radar ❑Yes ❑ No xrN.A. 10 5.12.6.5
B. Selects only targets moving away from radar ❑ Yes ❑ No eN,A.

PASS
FAIL

DIRECTIONAL
Stationary mode:

Low speed spec. 12
Lo speed disp. ,1
Hi speed spec. 200
Hi speed disp.
target channel (mph)
§ 2.12.71 § 2.12.8 / •

5.12.7 / 5.12.8
Moving Mode
Low speed spec. 20
Lo speed disp. 7 C!
11 LOW AND HIGH
target channel (mph)
PASS
FAIL

SPEED DISPLAY
Hi speed spec. 200(C)
Ili speed disp. Wit,
TEST
Moving Mode:

Low speed spec. 15
Lo speed disp. �^
Hi speed spec. 79
Hi speed disp. 7
patrol channel (mph)
12 § 2.13 / § 5.13
PASS
FAIL

RFI TEST
13 LABORATORY
_

COMMENTS
This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 J PASS ❑ FAIL 14 NHTSA/IACP

CERTIFICATION
c
Certified by: Date:

A4
9 _ 3 _, �L•/
15 INVENTORY ❑ Fork Cert ❑ Manual ❑ 2ad Ant. ❑ Remote ❑ Battery ❑ CarrvineCase ❑ Other: (please list F

TRAFFIC RADAR CERTIFICATION
RHFInc.TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS Radar Repair (NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.
16202 Keats Circle R.H.F. is a certified independent testing and repair facility.

Westminster, Calif. 92683
1 TEST ID
Date Received
-3 �-70
Certification umber
_r z
Make
Model Starr-J
fype (1-IV)
Directional radar
Same direction
2 DEVICE ID
A lied Conceits
Dual SL or DSR
I IV
❑ Yes i�lo
d Yes ❑ No
Co in unit SI Z 0-7
Antenna -I S/N 03Q -7 3
Antenna-2 SIN
§ 2.4 / § 5.4
Low speed fork S/N
Last date calib.

Freq. (Hz)
Speed (mph)
Measured (Hz)
3 TUNING FORK

CALIBRATION
Last date calib.

Freq. (Hz)
Sperm (mEh)
Mmjuured z ),
PAS
FAIL.
-
Higfr speed rk S/N
U
r
Lo fork
Hi gh fork
._
Fork speed (mph)
25 40
Stationary mode
§ 2.5 / § 5.5
Disp. Speed (mph)
.Z r
(�
4 RADAR DEVICE

TUNING FORK
PAS
FAIL
Moving mode

TARGET SPEED
Expected.

Displayed.

TESTS
Opposite Direction
(Hi fork - Lo fork)
(mph) 15
(mph)
Moving mode

TARGET SPEED
Expected.

Displayed. / .

Same Direction
Hi fork + Lo fork
(mph) 65
(mph) b
Hi fork - Lo fork
15 %
§2.6.1.1§5.6.1
Standard supply
Vol taee(V) 13.6V
Antenna 1
Fret.GHz 91,71d
Antenna 2
Freq. GHz 3y -7 7
5 TRANSSMISSION

FAILFREQUENCY
Standard supply
Antenna 1 3 y
Antenna 22 3 � -7PASS
Volta=e - 20% (V) 10.8 V
Freq. GHz ,/ D
,/

STABILITY
Standard supply
Antenna 1
Antenna 2
voltage + 20% tV) 163 V
Fre . GHz `% % / d
Freq. GHzNlA j
6 § 2.6.5 / § 5.6.5
I
Mfg. Spec.

Antenna I
Q
Antenna 2
9 PASS
FAIL

POWER DENSITY
(max mW/cm) 5 2
Power (mW/cm)
Power (mW/cm)
§ 2.8 / § 5.8
Mfg. spec.

LVA activates
LVA deactivates
7 LOW VOLTAGE
M <_ 10.8
M �, �
(V)
�,
PASS
FAIL
8 § 2.9.1 / § 5.9.1
A. Audio tone correlates with received Doppler signal a•Yes ❑ No PASS
FAIL

DOPPLER AUDIO
B. Functioning audio volume -adjustment control a -Yes ❑ No § 2.12.4 / § 5.12.4
Mfg. Spec.
_
Test results
9 INTERNAL
PASS
�,9 f
PASS
FAIL

CIRCUIT
§ 2.12.6.5 / §
A. Selects only targets moving towards radar ❑ Yes ❑ No P.N.A. 10 5.12.6.5
B. Selects only targets moving away from radar ❑ Yes ❑ No erN.A.

PASS
FAIL

DIRECTIONAL I
Stationary mode:

Low speed spec. 12
Lo speed disp. / Z
Hi speed spec. 200
Hi speed disp. Z U --
target channel (mph)
§ 2.12.7 / § 2.12.8 /

5.12.7 / 5.12.8
Moving Mode
Low speed spec. 20
Lo speed disp. Z O
11 LOW AND HIGH

SPEED DISPLAY
target channel (mph)
PAS
FAIL
Hi speed spec. 200(C)
---
Hi speed disp. 2 ©61
TEST
Moving Mode:

Low speed spec. 15
Lo speed disp. / r—
Hi speed spec. 79
patrol channel (mph)
Hi speed disp. -7 4
12 § 2.13 / § 5.13 I
PAS,
FAIL

RFI TEST J
13 LABORATORY7

COMMENTS
_ _
This radar device meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration. California Vehicle Code Section 40802 .BYPASS ❑ FAIL 14 NHTSA/IACP

CERTIFICATION
�+
Certified by: Date: q
641�
15 INVENTORY ❑ Fork Cen ❑ Manual ❑ 2nd Ant. ❑ Remote ❑ Battery ❑ C:tm,in Case ❑ Other: I please list)
ILU

TRAFFIC RADAR CERTIFICATION
RHFInc.TESTED TO NHTSA SPECIFICATIONS / IACP CRITICAL PERFORMANCE STANDARDS (NHTSA) National Highway and Traffic Safety Administration.

Et
(IACP) International Association of Chiefs of Police.
16202 Keats Circle R.H.F. is a certified independent testing and repair facility.

Westminster, Calif. 92683
1 TEST ID
Date Received Y -70
Certification r
Make
Model alker- Type (I -IV)
Directional radar Same direction
2 DEVICE ID
Applied Concepts
Dual SL or DSR 1V
❑ Yes ATNo d`Yes ❑ No
LungqaSig 3
z a
Antenna-1 SIN r z
.' - �
Antenna 2 SIN _y 3 3��
§ 2.4 / § 5.4
Low speed fork SIN
Last date calib.

Freq. (Hz)
Speed (mph)
Measured (Hz)
3 TUNING FORK

CALIBRATION
Last date ealib.

Freq. (Hz)
SpeedPASS
FAIL
Hi s eCed fcp�c(N�
22�� CC
33 _.

Lo fork
11igh fork
Fork speed (mph)
_
25 -- -
�40
Stationary mode
Disp. Speed (mph)
?'e--
c �1
§ 2.5 / § 5.S
--
4 RADAR DEVICE
Tram rn vnDV
bAS.I)
FAH.

Mnvina —A^
TADMI'r QDULM
Expected.

Disnlaved.

TRAFFIC RADAR CERTIFICATION
RHFinc
TES"PED TO NHTSA SPECIFICATIONS / lACP CRITICAL PERFORMANCE STANDARDS Radar
(NHTSA) National Highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.
16202 Keats Circle
Westminster, Calif. 92683
R.H.F. is a certified independent testing and repair facility. 1 TEST ID
Date Received
Certificati _ um r�
2 DEVICE ID
Make
Applied Concepts
Model Stalker-
Dual SL or DSR
Type (14V)
IV
Drrectional radar
❑Yes ,dNo
Same direction
el Yes ❑ No
Co g y�tM
Antenna -I S/N v t�/�� "]
Antenna-2 S/N Q j e 0
4 7--
3 § 2.4 / § 5.4

TUNING FORK

CALIBRATION
Low speed fork S/N
Last date calib.

Freq. (Hz) Speed (mph)
Measured (Hz)
PASS
FAIL
Highspged f ,$jli�j ,
CG.'' L/
Last date calib.

Freq. (Hz) Spc (n
.Mo )
Measured (liz
�— 144 �,
Lo fork
Hiph fork
Stationary mode
Fork speed (mph)
25 40
R 1) C I R C G
n;n.. e_,...a f--L\
- 7 .-+
, l .4

Inc.

RHF
16202 Keats Circle
Westminster, Calif. 92683
1 TEST ID Date Received
—� Make
2 3
2 5
6 7
8 9
10 i
l RA l g l L l iL dDA CERTIFICATION

TESTED TO NHTSA SPECIFICATIONS / LACP CRITICAL PERFORMANCE STANDARDS (N'HTSA) National highway and Traffic Safety Administration. (IACP) International Association of Chiefs of Police.

R.H.F. is a certified independent testing and repair facility. --3-76
DEVICE ID .. p- —
Coluttiy ijtlit 6
§ 2.4 / § 5.4 Low speed fork S/N
TUNING FORK �Ht�•h speed fork S/N I
CALIBRATION I .)i, r A M� is I
Model St
Dual SL or
Antenna -I S
Last date calib.

Last date calib.

Fork speed (mph)
Stationary mode
§ 2.5 / § 5.5
Disp. Speed (mph)

RADAR DE VICE
Moving mode

TARGET SPEED

TUNING FORK
TESTS
Opposite Direction
(Hi fork— Lo fork)
Moving mode

TARGET SPEED
Same Direction
Hi fork+Lo fork
Hi fork - Lo fork
Standard supply
Antenna 1
§ 2.6.1. / § 5.6.1
Volt:me (V 1

13.6 V
Freq. GHz 3

TRANSMISSION
Standard supply
Antenna I

FREQUENCY
Vol i�e-20%(V)

10.8V
Freq.GHz 3

STABILITY
Standard supply
Antenna I
voltage + 20% (V)

16.3 V
Freq. GHz
§ 2.6.5 / § 5.6.5
Mfg. Spec.

Antenna I

POWER DENSITY
(max mW/cm)
c 2
Power (mW/cm)
§ 2.8 / § 5 8
Mfg, spec.

L VA activates

LOW VOLTAGE
I M
_510.8
(V)
§ 2.9.1 / § 5.9.1
A. Audio tone correlates with received Doppler ;

DOPPLER AUDIO
B. Functioning audio volume -adjustment control
§ 2.12.4 / § 5.12.4
Mfg. Spec.

INTERNAL
PASS

CIRCUIT
§ 2.12.6.5 / §
A. Selects only targets moving towards radar

5.12.6.5 B. Selects only targets moving away from radar § 2.12.7 ! § 2.12.8 !

5.12.7 / 5.12.8

LOW AND HIGH

SPEED DISPLAY
TEST
12 § 2.13 / § 5.13

RFI TEST
13 LABORATORY

COMMENTS
14 NHTSA/IACP

CERTIFICATION
15 INVENTORY
Stationary mode:
target channel (mph)
Low speed spec.

Hi speed spec.

Moving Mode
target channel (mph)
Low speed spec.