Agenda packet — Hawaiian Gardens City Council, July 10, 2024 (part 1 of 2)

CITY OF HAWAIIAN GARDENS
CITY COUNCIL AGENDA
Dandy De Paula, Mayor Pro Tem
Maria Teresa Del Rio, Councilmember
Luis Roa, Councilmember
Ernie Vargas, Councilmember
Victor Farfan, Mayor
Wednesday, July 10, 2024
Regular Meeting, 6:00 PM
Ernesto Marquez, City Manager
Megan Garibaldi, City Attorney
Pablo Rubio, City Clerk
Meeting Location: City Council Chambers, 21815 Pioneer Boulevard, Hawaiian Gardens, California.

ADA Information: The City of Hawaiian Gardens complies with the provisions of the Americans with Disabilities Act (ADA). Anyone needing special assistance please contact the City Clerk’s Department at (562) 4202641 x 240, at least one (1) business day prior to the meeting so that we may accommodate you.

Bilingual Information: Anyone needing a Spanish bilingual interpreter for ORAL COMMUNICATION ONLY, please contact the City Clerk’s Department at (562) 4202641 x 240, at least one (1) business day prior to the meeting so that we may accommodate you.

The meeting can be viewed as a curtesy only and with no guarantee as to feasibility and disruption via various platforms as follows:

City of Hawaiian Gardens local cable/channel:

ATT 99
FRONTIER 16
Spectrum 36
Live Stream via City website at: www.hgcity.org.

INVOCATION
FLAG SALUTE
ROLL CALL
PUBLIC HEARING COMMENTS AND AGENDA GENERAL COMMENTS ARE TO BE SUBMITTED AND CONDUCTED AS FOLLOWS:

Pleasenotethatpubliccommentisonlyguaranteedtobetakeninpersonduringthemeetingor

CITY COUNCIL AGENDA

REGULAR MEETING
JULY 10, 2024 Page 1
Spectrum 36
Live Stream via City website at: www.hgcity.org.

INVOCATION
FLAG SALUTE
ROLL CALL
PUBLIC HEARING COMMENTS AND AGENDA GENERAL COMMENTS ARE TO BE SUBMITTED AND CONDUCTED AS FOLLOWS:

Please note that public comment is only guaranteed to be taken inperson during the meeting or prior to the meeting inwriting by complying with the below procedures. Remote participation is provided as a courtesy only and should not be relied upon to guarantee participation in the meeting. The City reserves the right to terminate remote participation methods (subject to Brown Act restrictions) at any time and for whatever reason. So long as the public may still attend the meeting inperson, the meeting will continue.

VIA WRITTEN CORRESPONDENCE / ECOMMENT: Members of the public who wish to comment on matters before the City may submit written correspondence to the following email address: [email protected], or by ecomment on the City’s website, by no later than Wednesday, July 10, 2024 at 4:00pm. Note: Written correspondence will not be read into the record during the meeting; however, correspondence received by 4:00pm will be forwarded to the City Council, made a part of the official record, and made available for public review during the meeting. If submitting a comment pertaining to an agenda item, please reference the agenda item.

INPERSON COMMENT the City Council will provide members of the public with the opportunity to address the City Council inperson on any issues within the subject matter jurisdiction of the Council or to speak on items on and off the agenda, except for Public Hearing items. Each speaker shall be limited to three (3) minutes of public comment at each regular meeting. The City Council shall not discuss or take action relative to any public comment unless authorized by California Government Code Section 54954.2(b).

COURTESY VIRTUAL PARTICIPATION: As noted above, remote participation is offered merely as a courtesy and convenience. The City cannot guarantee that the public's access to remote participation will be uninterrupted. The City cannot guarantee it will not terminate use of remote participation during the meeting. In order to ensure participation in the meeting, please attend inperson or submit a written comment as set forth above.

Courtesy remote participation will be conducted as follows: All members of the public participating via Zoom will be placed on mute, except for during the opportunity for public comments and when recognized by the Mayor. Members of the public may participate via Zoom by logging on via the information below:

Meeting Link: https://us02web.zoom.us/j/84396805805?
pwd=b3dOSGJmdTdiVjZGQWR4VkxxalBidz09

CITY COUNCIL AGENDA

REGULAR MEETING
JULY 10, 2024 Page 2
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COURTESY VIRTUAL PARTICIPATION: As noted above, remote participation is offered merely as a courtesy and convenience. The City cannot guarantee that the public's access to remote participation will be uninterrupted. The City cannot guarantee it will not terminate use of remote participation during the meeting. In order to ensure participation in the meeting, please attend inperson or submit a written comment as set forth above.

Meeting Link: https://us02web.zoom.us/j/84396805805?
pwd=b3dOSGJmdTdiVjZGQWR4VkxxalBidz09
Meeting ID: 843 9680 5805 Passcode: HG1
Members of the public shall have the right to observe and offer public comment at the public meeting, consistent with the public's rights of access and public comment otherwise provided for by the Brown Act, as applicable (including, but not limited to, the requirement that such right of access and public comment be made available in a manner consistent with the Americans with Disabilities Act). The City reserves the right to utilize teleconferencing in accordance with AB 2449.

PROCLAMATIONS AND CERTIFICATES

1. PROCLAMATION FOR CARMELLA MAHAR, FORMER PUBLIC HOUSING AUTHORITY DIRECTOR, CELEBRATING HER 90TH BIRTHDAY.

PRESENTATIONS
AGENDA ORGANIZATION
This is the time for the City Council to discuss any changes in the order of agenda items.

A. PUBLIC HEARING(S) / HEARING(s)
B. CONSENT CALENDAR

1. WAIVE READING IN FULL OF ALL ORDINANCES AND RESOLUTIONS ON THE AGENDA
That the City Council waive reading in full of all ordinances and resolutions on the agenda and declare that said titles which appear on the public agenda shall be determined to have been read by title and further reading waived.

SUGGESTED ACTION: Approve Recommendation.

2. Recommendation to approve a fourth amendment of the professional services agreement with Romo Planning Group, Inc.

SUGGESTED ACTION: Approve Recommendation.

3. Recommendation to declare cardio and strength equipment from fitness room as surplus and authorize City Manager to sell or dispose as necessary.

SUGGESTED ACTION: Approve Recommendation.

4. Recommendation to receive and file warrants processed during the period of June 15 to June 28, 2024.

SUGGESTED ACTION: Approve Recommendation.

5. Recommendation to approve the minutes for the City Council meeting of WddJ262024

CITY COUNCIL AGENDA

REGULAR MEETING
JULY 10, 2024 Page 3
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3. Recommendation to declare cardio and strength equipment from fitness room as surplus and authorize City Manager to sell or dispose as necessary.

SUGGESTED ACTION: Approve Recommendation.

4. Recommendation to receive and file warrants processed during the period of June 15 to June 28, 2024.

SUGGESTED ACTION: Approve Recommendation.

5. Recommendation to approve the minutes for the City Council meeting of Wednesday, June 26, 2024.

SUGGESTED ACTION: Approve Recommendation.

C. DISCUSSION ITEM(S)

1. Recommendation to approve appointments to the Recreation and Parks Commission.

SUGGESTED ACTION: Approve Recommendation.

2. Recommendation to approve and authorize the City Manager to enter into the Commercial Lease Agreement between the City of Hawaiian Gardens and the Family Health Care Centers of Greater Los Angeles, Inc. for the continued operation of a heath care clinic located at 22310 Wardham Ave.

SUGGESTED ACTION: Approve Recommendation.

3. Recommendation to adopt Resolution No. 0212024, approving 2024 Citywide Engineering and Traffic Survey report and establishing a prima facie speed limits in the City of Hawaiian Gardens.

SUGGESTED ACTION: Approve Recommendation.

D. COMMITTEE REPORT(S)
E. NEW BUSINESS
F. ORAL STAFF REPORT(S)
G. CITY ATTORNEY REPORT(S)
H. ORAL COUNCIL REPORT(S)
I. CLOSED SESSION
J. ADJOURNMENT
Adjourn to the next Regular City Council meeting to be held on Wednesday, July 24, 2024 at 6:00 PM.

CITY COUNCIL AGENDA

REGULAR MEETING
JULY 10, 2024 Page 4

CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #B2
DATE: July 10. 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Elise McCaleb, Community Development Director
RECOMMENDATION:

APPROVE FOURTH AMENDMENT OF THE PROFESSIONAL SERVICES
AGREEMENT WITH ROMO PLANNING GROUP, INC.

SUMMARY
On February 22, 2022, the City Council approved Resolution No. 011-2022, a Professional Services Agreement (“Agreement”) with Romo Planning Group, Inc. (RPG) to perform “As Needed Professional Planning and Other Professional Services” for the City of Hawaiian Gardens Community Development Department for $50,000. On June 14, 2022, the City Council approved Resolution No. 035-2022 increasing the contract amount to $120,000. On February 28, 2023, the City Council increased the contract amount to $300,000. On October 24, 2023, the City Council approved a contract of $140,000 for Fiscal Year 2023-24.

DISCUSSION
The proposed expenditure for planning consultant services in Fiscal Year 2024-25 is $216,320. Since August 2022, the Senior Planner has worked three days per week for the Community Development Department to maintain operations at the current levels.

Due to the Community Development Technician position being vacant, the Senior Planner will work five days per week and staff the Beautification, Security Bar Removal, and Business Revitalization Programs until the position is filled. The City relies on professional and technical contractors for specialized as-needed municipal planning tasks and projects.

July 10, 2024

Page 2 ends

Staff is satisfied with the quality and level of services provided to the City by RPG. Their professionalism and technical expertise, in addition to the quality and reliability of their work, is commendable and valuable to department operations and the needs of the community.

RECOMMENDATION
It is recommended that the City Council approve a Fourth Amendment to the Professional Services Agreement with Romo Planning Group, Inc. for “As Needed Professional Planning and Other Professional Services” in a form to be approved by the City Attorney.

The amended contract amount is a not to exceed amount of $216,320.

FISCAL IMPACT
The proposed budget is $216,320. The planning services are funded by the Planning Contract Services account. There are sufficient funds available for the planning services provided by Romo Planning Group, Inc.

SUGGESTED ACTION
Approve Recommendation.

Attachment:

Fourth Amendment to Professional Services Agreement Between Romo Planning Group, Inc., and the City of Hawaiian Gardens.

EXHIBIT A

FOURTH AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT BETWEEN ROMO PLANNING GROUP, INC., AND THE CITY OF HAWAIIAN GARDENS This Fourth Amendment to the Agreement is made and entered into between CITY OF HAWAIIAN GARDENS, a general law city and municipal corporation (“CITY”) and ROMO PLANNING GROUP, INC. (“CONTRACTOR”). CITY and CONTRACTOR may be referred to individually as “Party” or collectively as “Parties.” The CITY and CONTRACTOR mutually agree to amend the existing Professional Services Agreement as follows:

RECITALS
A. On February 22, 2022, the CITY entered into an Agreement with CONTRACTOR for as needed professional planning and other professional services for $50,000 (“Agreement”).

B. On June 14, 2022, the CITY entered into a First Amendment to the Agreement (“First Amendment”) with CONTRACTOR, increasing the total contract amount to $120,000.

C. On February 28, 2023, the City Council approved entering into a Second Amendment to the Agreement (“Second Amendment”) to increase the contract for an amount not to exceed $300,000 for professional planning and other professional services.

D. On October 24, 2023, the City Council approved entering into a Third Amendment to the Agreement to modify the term and increase the compensation for an amount not to exceed $140,000 for professional planning and other professional services.

E. On July 10, 2024, the City Council approved entering into a Fourth Amendment to modify the term and increase the compensation for Fiscal Year 2024-25 for an amount not to exceed $216,320 for professional planning and other professional services pursuant to the rates attached as Exhibit “A”.

NOW THEREFORE, in consideration of their mutual promises, obligations and covenants hereinafter contained, the Parties hereto agree as follows:

1. Section 4 of the Agreement is hereby amended to read in its entirety as follows:

Term. The term of this Agreement shall commence July 1, 2024 and shall terminate on June 30, 2024, unless terminated earlier as set forth in the Agreement. The Agreement may be extended by the City Manager, in their sole discretion, for two optional one-year extensions. The optional extensions are subject to the City Council appropriating funds for any extensions of the Agreement. The CITY shall provide CONTRACTOR with written notice within 30 days of the end of the term if the Agreement will be extended.

2. Section 5 of the Agreement is hereby amended to read in its entirety as follows:

Compensation. The CONTRACTOR shall receive compensation for services rendered under this Agreement. The total compensation shall not exceed Two Hundred Sixteen Thousand, Three Hundred Twenty dollars ($216,320) for the term of the Agreement. The CONTRACTOR’s invoices shall include a detailed description of the Services performed. Invoices shall be submitted to the CITY on a monthly basis. The CITY shall review and pay all non-disputed and approved charges on such invoices in a timely manner. The CONTRACTOR shall submit its final invoice to the CITY within thirty (30) days from the last date of Services performed and failure to do so will result in a waiver of payment from the CITY.

3. All terms, conditions, and other provisions of the Agreement and First and Second Amendments, including all exhibits, not affected by this Fourth Amendment shall remain in full force and effect.

4. The Parties agree that this Fourth Amendment will be considered signed when the signature of a party is delivered by facsimile transmission or scanned and delivered via electronic mail. Such facsimile or electronic mail copies will be treated in all respects as having the same effect as an original signature.

IN WITNESS WHEREOF, the parties hereto have executed this Fourth Amendment on the ____ day of ______, 2024.

CITY OF HAWAIIAN GARDENS ROMO PLANNING GROUP, INC.

By______________________________ By _______________________________ Ernesto, Marquez, City Manager Gustavo Romo, Principal
Attest:
________________________________
Pablo Rubio, City Clerk
Approved as to Form:
_________________________________
Megan Garibaldi, City Attorney
RPG Romo Planning Group, Inc./ A California Corporation 9431 Haven Avenue, Suite 232, Rancho Cucamonga, California 91730 Office (909) 255-4017/e-mail: [email protected] July 2, 2024
Ms. Elise McCaleb Emailed to: [email protected]
Community Development Director
City of Hawaiian Gardens
21815 Pioneer Boulevard
Hawaiian Gardens CA 90716
SUBJECT: RERVISED AMENDED SCOPE OF WORK FOR CONTINUED

CONTRACT PLANNING RELATED SERVICES
Dear Ms. McCaleb,
As discussed previously, RPG is requesting a change in rates and providing additional contract Planning staff per request. Therefore, a proposed change in Scope of Work is proposed as follows:

A Senior Planner with rate increases from previously discounted rate of $110/hour to $130/hour.

A new staff member will provide interim assistant planner coverage at $95/hour.

Feel free to contact our Office Manager, Joanne Rumpler, at (626) 485-1500 or via email at [email protected] any time of the day. You can reach me at (909) 255-4017 in the early morning, noon, or evening hours. Thank you for the opportunity to further serve you and the City of Hawaiian Gardens.

Respectfully,
Gustavo J. Romo
Principal
Exhibit A

CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #B3
DATE: July 10, 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Joseph Jimenez, Recreation and Community Services Director RECOMMENDATION:

RECOMMENDATION TO DECLARE CARDIO AND STRENGTH EQUIPMENT FROM

FITNESS ROOM AS SURPLUS AND AUTHORIZE CITY MANAGER TO SELL OR

DISPOSE AS NECESSARY

SUMMARY
The Recreation Department offers a fitness room that residents can utilize to meet their health and well-being needs. There are several pieces of equipment that are outdated or are duplicates. The reason for the removal of equipment is to create adequate space to safely workout around and the pieces are not being used as frequently as others.

In anticipation of decommissioning several pieces of equipment, the City Council allocated funding in the FY 2023-25 budget to renovate the Fitness Room. This process is set to begin in the fiscal year 2024/2025.

Municipal Code Section 3.12.120 permits equipment no longer in service to be declared surplus and outlines the process to dispose of it.

Due to the condition of the equipment listed below, staff recommends the City Council declare the following equipment as surplus and authorize the City Manager or designee to sell or dispose of mentioned equipment in their current “as is” condition.

List of Equipment:

CTS 325r Recumbent Bike (serial number120201007), Life fitness 95r Lifecycle Recumbent Bike (serial number CLQ102643), Nautilus Nitro assist chin lift machine (serial number 494M34), CTS Stepper (serial number 9-7631-MUSAP0), (2) Star Agenda Item #B3
July 10, 2024

Page 2 ends

TracTreadmills (serial number TRPNO711-U02885), TUFF STUFF flat bench (serial number110210009), Bench Press equipment (No serial number).

FISCAL IMPACT
None

SUGGESTED ACTION
Approve Recommendation.

ATTACHMENTS
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CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #B4
DATE: July 10, 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Linda Hollinsworth, Finance Director
Abraham Yi, Accounting Specialist
RECOMMENDATION:

RECOMMENDATION TO RECEIVE AND FILE WARRANTS PROCESSED DURING THE PERIOD OF JUNE 15 TO JUNE 28, 2024

SUMMARY
Information for warrants processed from June 15 to June 28, 2024 is provided, in the attachments, for review by the City Council. A detailed report for Accounts Payable (AP) provides a list of all payments presented by payment type and check number. Payments are made to vendors using paper checks, via ACH or online.

Payroll (PR) represents payments for employee payroll, taxes, insurance and CalPers retirement contributions and does not include any detailed information.

FISCAL IMPACT
None

SUGGESTED ACTION
Approve Recommendation.

ATTACHMENTS
A. Financial Summary
B. AP Invoice Approval Lists Payment Type and Check Number Attachment A
Financial Summary
Description Warrant Information Amount
AP Check Payments to Vendors Ck 66209 – 66281 $ 169,558.73 AP ACH Payments to Vendors Ck 1057714 – 1057736 94,838.67 AP Online Payments to Vendors Ck 2427 – 2455 139,564.26 PR Employee Salaries & Benefits Ck 67963 – 68105 213,933.64 PR CalPers- Online Retirement Benefits 6/26/2024 34,187.39 Voided Check
Total for Jun 15-Jun 28, 2024 $652,082.69
City of Hawaiian Gardens
Check Register Report
Check
Date
Check
Number
Status Amount
CHK PMTS 06/15/24 TO 06/28/24
BANK:

Vendor
Number Vendor Name Check Description
BANK OF THE WEST-GENERAL ACCT Page: 1
Time: 5:16 pm
Date: 06/26/2024
Void/Stop
Date
Reconcile
Date
BANK OF THE WEST-GENERAL ACCT Checks
66209 06/18/24 Printed 7624 AC & HEAT SERVICES INC RPLC OEM MOTOR/BLOWER BELT - 2,130.30 NORTH PAC 3 LIBRARY
66210 06/18/24 Printed 0277J ALEX TIRES INC UNIT 54 - FLEET MAINT TIRE PATCH 25.00 66211 06/18/24 Printed 0520HZ JUAN ANGUIANO IRRIGATION PROJECTS - PIONEER 22,001.63

PARK & CITY HALL
66212 06/18/24 Printed 1465LB CA STATE UNIV LONG BEACH 2024 YOUTH SCHOLARSHIP 1,000.00

PROGRAM HAILEY TANG
CALIFORNIA CAREER 1,500.00

INSTITUTE
66213 06/18/24 Printed 1384T 2023 ADULT SCHOLARSHIP PROGRAM

GLORIELLA JARA
66214 06/18/24 Printed 1465W CALIFORNIA WATERS LLC SPLASHPAD - ACTUATOR REPAIR 2,760.00 CINTAS FIRST AID & SAFETY 376.29
0168
66215 06/18/24 Printed 1729X FIRST AID RESTOCK - CITY HALL 66216 06/18/24 Printed 1795P CITY OF LONG BEACH OCT - DEC 2023 JOINT TRAFFIC 265.05

SIGNAL MAINT
66217 06/18/24 Printed 1822 CKS BARBERSHOP MAY 2024 TEEN CENTER 400.00 WORKSHOPS - BARBER 101
66218 06/18/24 Printed 2786MN MARIANA ESTRADA 04.29 - 05.08.24 ZUMBA INSTRUCTOR 475.00 66219 06/18/24 Printed 3175E JUAN GALVEZ 06.08.24 FACILITY RENTAL DEPOSIT 1,000.00 REFUND
GANAHL LUMBER COMPANY 250.93
INC
66220 06/18/24 Printed 3186 05.27.24 MEMORIAL DAY EVENT

SUPPLIES
66221 06/18/24 Printed 3548 HDL SOFTWARE LLC APR 2024 PAYMENT SVCS 86.06 66222 06/18/24 Printed 3548L RUDY HERNANDEZ MWOA - 2024 CUSTOM CONCRETE 2,950.00

MONUMENT
HOWROYD-WRIGHT 2,504.85

EMPLOYMENT
66223 06/18/24 Printed 0558M W/E 06.01.24 CLERICAL AID2 66224 06/18/24 Printed 3973LC CARLOS JASSO REFUND OVERPAYMENT PLOT PLAN 357.56 REVIEW PLNG2024-0044
MV CHENG & ASSOCIATES 1,920.00
INC
66225 06/18/24 Printed 5195 MAY 2024 CONSULTING SVCS
66226 06/18/24 Printed 5308A TERESA NAVARRO 06.14.24 LEE WARE GAMEROOM 720.00

REFRESHMENTS
OCCUPATIONAL HEALTH 368.00

CENTERS
66227 06/18/24 Printed 5464 PHYSICAL/DRUG SCREENING

PREPLACEMENT - FRANCO, GUZMAN
66228 06/18/24 Printed 5987Y QUADIENT FINANCE USA INC 05.17.24 POSTAGE RELOAD 500.00 66229 06/18/24 Printed 6227RI RICARDO REYES 06.28.24 SENIOR CTR 4TH OF JULY 350.00

EVENT - DJ SERVICES
66230 06/18/24 Printed 6262TE ESTELA RIVERA 05.18.24 FACILITY RENTAL DEPOSIT 750.00 REFUND
66231 06/18/24 Printed 6278P ROMO PLANNING GROUP INC 04.01- 05.31.24 PROF SVCS CDD 4,920.00 SOUTHERN CALIF EDISON 1,617.85

COMPANY
66232 06/18/24 Printed 6801 05.01 - 05.31.24 SER PER
SOUTHERN CALIF EDISON 8,603.32

COMPANY
66233 06/18/24 Printed 6801 05.01 - 05.31.24 SER PER
SOUTHERN CALIF EDISON 2,580.93

COMPANY
66234 06/18/24 Printed 6801 05.01 - 05.31.24 SER PER
SOUTHERN CALIF EDISON 2,749.16

COMPANY
66235 06/18/24 Printed 6801 05.01 - 05.31.24 SER PER
66236 06/18/24 Printed 7016M STERICYCLE, INC. JUN-AUG 2024 STERI-SAFE SHARPS 212.94

CONTAINERS/REMOVAL
66237 06/18/24 Printed 7153 TBD TECHNOLOGY LLC SOCAL YOUTH RUGBY PLAYER 1,903.10

REGISTRATIONS
66238 06/18/24 Printed 7181K TK ELEVATOR CORPORATION 06.01 - 08.31.24 ELEV MAINT - PSC & 1,166.40

HELEN ROSAS CTR
66239 06/18/24 Printed 7250V TRANSTECH ENGINEERS INC APR 2024 PROF MONTHLY SVCS 24,165.81

BUILDING AND SAFETY
66240 06/18/24 Printed 7510A JOE VASQUEZ 06.01.24 FACILITY RENTAL DEPOSIT 750.00 REFUND
66241 06/18/24 Printed 7612 ELIZABETH VIGIL REIMB EMP/CELL PHN/MAR 2024 160.00 66242 06/18/24 Printed 7619F VILLAMIL FAMILY CHILDCARE REFUND RECYCLE DEPOSIT PERMIT 500.00 BLDG2023-0090
66243 06/18/24 Printed 7656A FRANK VIVAS 06.14.24 CONCERT AT THE PARK - DJ 500.00

SERVICES
66244 06/26/24 Printed 0009O 8X8 INC MAY 2024 TELEPHONE SVCS 915.50 66245 06/26/24 Printed 3972H JAQUELINE AJVIX 06.15.24 FACILITY RENTAL DEPOSIT 500.00 REFUND
Attachment B
City of Hawaiian Gardens
Check Register Report
Check
Date
Check
Number
Status Amount
CHK PMTS 06/15/24 TO 06/28/24
BANK:

Vendor
Number Vendor Name Check Description
BANK OF THE WEST-GENERAL ACCT Page: 2
Time: 5:16 pm
Date: 06/26/2024
Void/Stop
Date
Reconcile
Date
BANK OF THE WEST-GENERAL ACCT Checks
66246 MAY 2024 SVCS CABLE TV & 06/26/24 Printed 7174TD CHARTER COMMUNICATIONS 2,684.68

INTERNET SVCS
EASTERN COUNTY 952.65

NEWSPAPER GROUP
66247 06.07.24 LEGAL NTC - SUMMARY OF 06/26/24 Printed 4587 PROPOSED ORD NO. 2024-617
66248 REIMB EMP/05.16 - 05.19.24 ANNL 06/26/24 Printed 2897M VICTOR FARFAN 1,088.34

MUNI SEMINAR HOTEL EXP
66249 07.06.24 CAR SHOW EVENT - JUDGE 06/26/24 Printed 3018Q IRA ALANI FOUQUETTE 450.00 66250 REIMB EMP/05.04 - 05.05.24 06/26/24 Printed 3167MI INARI GALLEGOS 260.00

LIFEGUARD TRAINING
GANAHL LUMBER COMPANY 203.17
INC
66251 SFSP SUPPLIES 06/26/24 Printed 3186
66252 07.06.24 CAR SHOW EVENT - JUDGE 06/26/24 Printed 3205L ANTHONY GARCIA 450.00 66253 YOUTH LEAGUE T-SHIRTS 06/26/24 Printed 7760M EUGENIO GONZALEZ 693.74 66254 06/26/24 Printed 3547 HDL COREN & CONE APR - JUN 2024 CONTRACT SVCS 1,800.00

PROPERTY TAX
66255 05.22.24 VIDEO COVERAGE - MAYOR' 06/26/24 Printed 3781M MARDIROS HORIGHIAN S 400.00

WALK OF ACHIEVEMENT
HOWROYD-WRIGHT 1,909.29

EMPLOYMENT
66256 W/E 06.08.24 EXEC ASSIST 06/26/24 Printed 0558M
66257 07.06.24 CAR SHOW EVENT - SOUND 06/26/24 Printed 3791M JOSE C. HOYOS 1,300.00 SYSTEM
66258 JUN 2024 STORAGE 06/26/24 Printed 3936T IRON MOUNTAIN INC 361.71 66259 CITY BADGE - PLANNING 06/26/24 Printed 2185 NIRBHAU INC 17.40

COMMISSIONER LUIS GONZALEZ
66260 07.06.24 CAR SHOW EVENT - JUDGE 06/26/24 Printed 5465L ALEX OCHOA 450.00 66261 PETTY CASH REIMB SEQUENCE 06/26/24 Printed 5755 PETTY CASH\E.VIGIL 783.26 4976-4994
66262 07.06.24 CAR SHOW EVENT - 06/26/24 Printed 5759M PHOENIX PATROL 5,486.00

SECURITY
66263 07.03.24 4TH OF JULY EVENT - 06/26/24 Printed 5980 PYRO-SPECTACULARS, INC. 9,925.00

FIREWORKS BAL DUE
SOTO ENTERTAINMENT 2,000.00
GROUP
66264 07.03.24 4TH OF JULY EVENT - 06/26/24 Printed 6761T

PERFORMANCE
SOUTHERN CALIF EDISON 31.91

COMPANY
66265 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 46.81

COMPANY
66266 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 86.68

COMPANY
66267 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 50.27

COMPANY
66268 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 282.23

COMPANY
66269 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 30.14

COMPANY
66270 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 29.81

COMPANY
66271 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 29.68

COMPANY
66272 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 10,051.81

COMPANY
66273 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
SOUTHERN CALIF EDISON 30.21

COMPANY
66274 05.13 - 06.11.24 SER PER 06/26/24 Printed 6801
66275 07.06.24 CAR SHOW EVENT - AWARD 06/26/24 Printed 7121 T'S & SIGNS INC 2,579.55

PLAQUES
66276 07.06.24 CAR SHOW EVENT - JUDGE 06/26/24 Printed 7440 ARMAN UTUDZHYAN 450.00 66277 07.06.24 CAR SHOW EVENT - DJ 06/26/24 Printed 7656 FRANK J VIVAS 650.00

SERVICES
66278 FY 23/24 PROPERTY TAX RUBBAGE 06/26/24 Printed 7727NT WASTE RESOURCES INC 123.25 FEES - 90%
66279 FY 23/24 GRID PRUNING - CIVIC CTR 06/26/24 Printed 7760 WEST COAST ARBORISTS 3,887.50 66280 2 UTILITY CARS - FEDDE COMPLEX 06/26/24 Printed 7924R WKH LLC 21,000.00 COMMUNITY DEVEL 5,047.96

COMMISSION
66281 DEC 2022 - FEB 2024 06/26/24 Printed 1911 LOAN PRINCIPAL PMT/LOAN #1000004674
Total Checks: 73 Checks Total (excluding void checks): 169,558.73 City of Hawaiian Gardens
Check Register Report
Check
Date
Check
Number
Status Amount
CHK PMTS 06/15/24 TO 06/28/24
BANK:

Vendor
Number Vendor Name Check Description
BANK OF THE WEST-GENERAL ACCT Page: 3
Time: 5:16 pm
Date: 06/26/2024
Void/Stop
Date
Reconcile
Date
Total Payments: 73 Bank Total (excluding void checks): 169,558.73 Total Payments: 73 Grand Total (excluding void checks): 169,558.73 City of Hawaiian Gardens
Check Register Report
Check
Date
Check
Number
Status Amount
ACH PMTS 06/15/24 TO 06/28/24
BANK:

Vendor
Number Vendor Name Check Description
BANK OF THE WEST-GENERAL ACCT Page: 1
Time: 5:17 pm
Date: 06/26/2024
Void/Stop
Date
Reconcile
Date
BANK OF THE WEST-GENERAL ACCT EFTs
1057714 06.04.24 12350 226TH ST REMOVED 06/18/24 Printed 0310W ALL CITY ANIMAL TRAPPING 75.00

ONE DEAD CAT
B & M LAWN AND GARDEN 21,131.31
INC
1057715 WALKER MOWER T27I WITH 48" HD 06/18/24 Printed 0705

GEARBOX
EDGEWORTH INTEGRATION 11,862.78
LLC
1057716 SECURITY SYSTEM 06/18/24 Printed 2660B

DESIGN/INTEGRATION - PW
FRONTIER 508.32

COMMUNICATIONS
1057717 06.01 - 06.30.24 LOCAL SERVICE 06/18/24 Printed 3062 1057718 06/18/24 Printed 3615EF HAWAIIAN GARDENS HAND APR 2024 AUTO MAINT CAR WASH PW 70.00 FLEET
1057719 RETRO FIT/INSTL 8 LED LIGHTS - 06/18/24 Printed 3788 HOTWIRE ELECTRIC INC 425.00

FEDDE SHACK
1057720 2024 4TH OF JULY AND CAR SHOW 06/18/24 Printed 5061 MOLI-MEX INC 982.00

BANNERS
1057721 REC STAFF UNIFORMS 06/18/24 Printed 6919 FRANCISCO E RUVALCABA 4,999.84 1057722 05.08, 05.11.24 VIDEO PROD - GRAND 06/18/24 Printed 6391 NADIM SALLMAN 1,600.00

OPEN FHCC, SCHOLARSH DIN
STAPLES BUSINESS 131.17

ADVANTAGE
1057723 CRL SUPPLIES 06/18/24 Printed 6932-RECC
1057724 05.15 - 06.14.24 MONTHLY RETAINER 06/26/24 Printed 2751K ENGLANDER KNABE ALLEN & 5,500.00 HUMAN SERVICES 5,167.25

ASSOCIATION
1057725 MAY 2024 SENIOR MEALS SERVED 06/26/24 Printed 3813F 1057726 JUN 2024 PROF LEGISLATIVE REP 06/26/24 Printed 3380 JOE A. GONSALVES & SON 1,000.00

REDEVELOPMENT
1057727 REIMB EMP/CELL PHN/JAN 2024 06/26/24 Printed 4688 RODOLFO MAGALLON 200.00 1057728 SUMMER CAMP SHIRTS 06/26/24 Printed 5061 MOLI-MEX INC 10,925.50 NATIONWIDE 12,021.60

ENVIRONMENTAL
1057729 JUN 2024 STREET SWEEPING SVC 06/26/24 Printed 5305M 1057730 05.15 - 06.14.24 BOTTLED WATER 06/26/24 Printed 6172 READY REFRESH BY NESTLE 762.82

DELIVERY, COOLER RENTAL
1057731 06/26/24 Printed 6328 SC CONSULTING GROUP LLC ADOBE LICENSES/LOGITECH CAMERA 11,176.29 - FINANCE
STAPLES BUSINESS 474.53

ADVANTAGE
1057732 06/26/24 Printed 6931-ADMM ADMIN OFFICE SUPPLIES - DRY

ERASE BOARD
STAPLES BUSINESS 936.46

ADVANTAGE
1057733 OFFICE SUPPLIES - FOLDERS 06/26/24 Printed 6932-FINN STAPLES BUSINESS 696.59

ADVANTAGE
1057734 06/26/24 Printed 6932-RECC ADMIN OFFICE SUPPLIES - TONERS VERIZON WIRELESS 2,661.03

SERVICES, LLC
1057735 06/26/24 Printed 7547 APR - MAY 2024 WIRELESS PHONE

CHARGES
X-ACT TECHNOLOGY 1,531.18

SOLUTIONS INC
1057736 JUN 2024 OFFICE 365 - BUS PREM 06/26/24 Printed 7966 Total EFTs: 23 EFTs Total (excluding void checks): 94,838.67 Total Payments: 23 Bank Total (excluding void checks): 94,838.67 Total Payments: 23 Grand Total (excluding void checks): 94,838.67 City of Hawaiian Gardens
Check Register Report
Check
Date
Check
Number
Status Amount
ONL PMTS 06/15/24 TO 06/28/24
BANK:

Vendor
Number Vendor Name Check Description
BANK OF THE WEST-ONLINE PYMTS Page: 1
Time: 4:40 pm
Date: 07/01/2024
Void/Stop
Date
Reconcile
Date
BANK OF THE WEST-ONLINE PYMTS Checks
2427 04.29 - 05.29.24 SER PER 05/31/24 Printed 1795 CITY OF LONG BEACH 1,203.08 2428 JUN 2024 HEALTH PREMIUM 06/05/24 Printed 1458L CAL PERS RETIREMENT 87,021.21

COVERAGE
CHEVRON AND TEXACO 5,625.14

UNIVERSAL
2429 04.16 - 05.15.24 FUEL PURCHASE 05/20/24 Printed 1716 GOLDEN STATE WATER 78.43

COMPANY
2430 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 163.71

COMPANY
2431 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 121.99

COMPANY
2432 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 281.02

COMPANY
2433 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 375.00

COMPANY
2434 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 397.57

COMPANY
2435 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 183.27

COMPANY
2436 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 766.23

COMPANY
2437 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 283.88

COMPANY
2438 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 78.43

COMPANY
2439 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 406.86

COMPANY
2440 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 107.57

COMPANY
2441 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 107.57

COMPANY
2442 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 1,036.41

COMPANY
2443 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 85.71

COMPANY
2444 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 523.43

COMPANY
2445 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 78.43

COMPANY
2446 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 61.71

COMPANY
2447 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 858.57

COMPANY
2448 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 93.00

COMPANY
2449 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
GOLDEN STATE WATER 44.92

COMPANY
2450 05.02 - 06.04.24 SER PER 22424 IRR 06/12/24 Printed 3342G SEINE
2451 05.08 - 06.07.24 SER PER 06/18/24 Printed 7163B SO CAL GAS 861.40 2452 M/C 0814 02/28/2024 PWA 03/06/24 Printed 0821M BMO BANK N.A. 29,753.00 2453 06.01 - 06.30.24 COPIER SVCS ACCT 06/11/24 Printed 2331KA DE LAGE LANDEN FINANCIAL 1,266.76 #5489323
2454 06/20/24 Printed 1458L CAL PERS RETIREMENT AUG 2024 RETIREE HEALTH PREMIUM 6,433.20

COVERAGE
2455 05.01 - 05.31.24 COPIER SVCS ACCT 05/21/24 Printed 2331KA DE LAGE LANDEN FINANCIAL 1,266.76 #5489323
Total Checks: 29 Checks Total (excluding void checks): 139,564.26 Total Payments: 29 Bank Total (excluding void checks): 139,564.26 Total Payments: 29 Grand Total (excluding void checks): 139,564.26

CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #B5
DATE: July 10, 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Pablo Rubio, City Clerk
RECOMMENDATION:

Recommendation to approve the minutes for the City Council meeting of Wednesday, June 26, 2024.

SUMMARY
The City Clerk’s Office is to prepare and present the meeting minutes to City Council for review and approval.

FISCAL IMPACT
None.

SUGGESTED ACTION
Approve Recommendation.

ATTACHMENTS
A. June 26, 2024 - Minutes
CITY OF HAWAIIAN GARDENS
CITY COUNCIL MINUTES
Dandy De Paula, Mayor Pro Tem
Maria Teresa Del Rio, Councilmember
Luis Roa, Councilmember
Ernie Vargas, Councilmember
Victor Farfan, Mayor
Wednesday, June 26, 2024
Regular Meeting, 6:00 PM
Ernesto Marquez,City Manager
Megan Garibaldi, City Attorney
Pablo Rubio, City Clerk

MINUTES
CALL TO ORDER
The City Council meeting was called to order on Wednesday, June 26, 2024 at 6:08 PM.

INVOCATION
The invocation was led by Pablo Rubio, City Clerk.

FLAG SALUTE
The flag salute was led by Mayor Farfan.

ROLL CALL

PRESENT
Councilmember Roa
Councilmember Vargas
Mayor Pro Tem De Paula
Mayor Farfan
ABSENT
1 Councilmember Del Rio
Pablo Rubio, City Clerk, announced a quorum.

PUBLIC COMMENTS GENERAL OR ITEMS ON OR OFF THE AGENDA Jesus Mendoza spoke.

Armando Soto spoke.

Majalia Gonzalez, Sergeant, Los Angeles County Sheriff’s Department, spoke.

PROCLAMATIONS AND CERTIFICATES

1. HONORING PAULO MARTINEZ, WWII VETERAN, RESIDENT OF HAWAIIAN GARDENS AND VFW MEMBER ON HIS 103RD BIRTHDAY
Mayor Farfan presented the proclamation to Paulo Martinez.

Paulo Martinez spoke.

PRESENTATIONS

1. UPDATE ON ASSISTANCE EFFORTS FOR PEOPLE EXPERIENCING HOMELESSNESS – ADRIANA LOPEZ (HOMELESS LIAISON), PATH AND LASA REPRESENTATIVES AdrianaLopezHomelessServicesLiaisonspoke

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 1

1. HONORING PAULO MARTINEZ, WWII VETERAN, RESIDENT OF HAWAIIAN GARDENS AND VFW MEMBER ON HIS 103RD BIRTHDAY
Mayor Farfan presented the proclamation to Paulo Martinez.

Paulo Martinez spoke.

PRESENTATIONS

1. UPDATE ON ASSISTANCE EFFORTS FOR PEOPLE EXPERIENCING HOMELESSNESS – ADRIANA LOPEZ (HOMELESS LIAISON), PATH AND LASA REPRESENTATIVES Adriana Lopez, Homeless Services Liaison, spoke.

Cameron Pastrano, LAHSA Community Relations Coordinator, spoke.

Tomasz Babiszkiewicz, PATH Associate Director, spoke.

Mayor Pro Tem De Paula spoke.

Councilmember Vargas spoke.

Mayor Farfan spoke.

2. ABC UNIFIED SCHOOL DISTRICT UPDATES BY FRANCISCO NOYOLA, CLERK OF THE BOARD
Francisco Noyola, ABC School District Clerk of the Board, spoke.

Mayor Pro Tem De Paula spoke.

Councilmember Roa spoke.

Mayor Farfan spoke.

AGENDA ORGANIZATION
There were no changes made to the agenda organization.

A. PUBLIC HEARING(S) / HEARING(s)

1. Recommendation to conduct a public hearing and adopt Resolution No. 0192024, a Resolution of the City Council of the City of Hawaiian Gardens, County of Los Angeles, State of California, authorizing the recording of liens against various real properties in the City of Hawaiian Gardens for delinquent rubbish collection charges due to Waste Resources, Inc.

SUGGESTED ACTION: Approve Recommendation.

Linda Hollinsworth, Finance Director, presented the staff report.

Councilmember Vargas spoke.

Mayor Farfan spoke.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to approve recommendation and adopt Resolution No. 0192024.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT:1;DelRio

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 2
Linda Hollinsworth, Finance Director, presented the staff report.

Councilmember Vargas spoke.

Mayor Farfan spoke.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to approve recommendation and adopt Resolution No. 0192024.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0
B. CONSENT CALENDAR

1. WAIVE READING IN FULL OF ALL ORDINANCES AND RESOLUTIONS ON THE AGENDA That the City Council waive reading in full of all ordinances and resolutions on the agenda and declare that said titles which appear on the public agenda shall be determined to have been read by title and further reading waived.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

2. Recommendation to receive and file the Community Development Department, Code Enforcement Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

3. Recommendation to receive and file the Community Development Department, Planning Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 3
AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

3. Recommendation to receive and file the Community Development Department, Planning Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

4. Recommendation to receive and file the Community Development Department, Planning Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

5. Recommendation to receive and file the Community Development Department, Code Enforcement Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

6. Recommendation to receive and file the Community Development Department, Building & Safety Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt CtCldtdiittit

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 4
AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

6. Recommendation to receive and file the Community Development Department, Building & Safety Division Report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

7. Recommendation to receive and file the Beautification Program updated report for the month of May 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

8. Recommendation to receive and file Treasurer’s Report for April 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

9. Recommendation to receive and file warrants processed during the period of June 1 to June 14, 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 5
AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

9. Recommendation to receive and file warrants processed during the period of June 1 to June 14, 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

10. Recommendation to adopt Resolution No. 0202024, approving a fiveyear Municipal Law Enforcement Services Agreement with the County of Los Angeles for public services provided by the Los Angeles County Sheriff’s Department for the period of July 1, 2024 through June 30, 2029.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0

11. Recommendation to approve the minutes for the City Council meeting of Wednesday, June 12, 2024; and the Special meeting of Tuesday, June 18, 2024.

SUGGESTED ACTION: Approve Recommendation.

A motion was made by Councilmember Roa, seconded by Mayor Pro Tem De Paula, to adopt Consent Calendar as presented, in its entirety.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0
C. DISCUSSION ITEM(S)

1. Recommendation to award oncall municipal engineering services agreement to Willdan Engineeringforengineeringandarchitecturaldesignsurveyinggeotechnicalandtraffic

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 6
The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0
C. DISCUSSION ITEM(S)

1. Recommendation to award oncall municipal engineering services agreement to Willdan Engineering for engineering and architectural design, surveying, geotechnical and traffic engineering, grant administration, project management, engineering support, Public Works permit administration, plan check, and labor compliance services.

SUGGESTED ACTION: Approve Recommendation.

Neema Ghanbari, Public Works Manager, presented the staff report.

Ernesto Marquez, City Manager, spoke.

Councilmember Roa spoke.

Mayor Pro Tem De Paula spoke.

Councilmember Vargas spoke.

Mayor Farfan spoke.

A discussion ensued between Neema Ghanbari, Public Works Manager, and the City Council.

A motion was made by Mayor Pro Tem De Paula, seconded by Mayor Farfan, to approve recommendation.

The motion was carried by the following vote:

AYES: 4; Roa, Vargas, De Paula, Farfan
NOES: 0;
ABSENT: 1; Del Rio
RECUSE: 0;
Motion carried: 4–0–1–0
D. COMMITTEE REPORT(S)
There were no Committee Reports.

E. NEW BUSINESS
There were no New Business items.

F. ORAL STAFF REPORT(S)
Linda Hollinsworth, Finance Director, announced the ending of the YEP session.

Councilmember Roa spoke.

Counilcmember Vargas spoke
Mayor Pro Tem De Paula spoke.

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 7
E. NEW BUSINESS
There were no New Business items.

F. ORAL STAFF REPORT(S)
Linda Hollinsworth, Finance Director, announced the ending of the YEP session.

Councilmember Roa spoke.

Counilcmember Vargas spoke
Mayor Pro Tem De Paula spoke.

Joe Jimenez, Recreation and Community Services Director, announced that the youth soccer season concluded; youth baseball season will start July 8, 2024; pool operations are currently happening during summer; July 3, 2024 is the Independence Day Celebration; and July 6, 2024 is the car show.

Councilmember Roa spoke.

Mayor Pro Tem De Paula spoke.

Pablo Rubio, City Clerk, announced that a free paper shredding event will be held on June 29, 2024.

G. CITY ATTORNEY REPORT(S)
There were no City Attorney Reports.

H. ORAL COUNCIL REPORT(S)
Councilmember Roa requested staff recognition of their car displayed at the Petersen Automotive Museum.

I. CLOSED SESSION
There were no Closed Session items.

J. ADJOURNMENT
The City Council adjourned the meeting at 8:12 PM to the next Regular City Council meeting to be held on Wednesday, July 10, 2024 at 6:00 PM.

CITY COUNCIL MINUTES

REGULAR MEETING
JUNE 26, 2024 Page 8

CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #C1
DATE: July 10, 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Pablo Rubio, City Clerk
RECOMMENDATION:

Recommendation to approve appointments to the Recreation and Parks Commission.

SUMMARY
The Recreation and Parks Commission has been inactive and is now being reinstated. At the May 8, 2024 City Council meeting, Anna Rodriguez and Pedro Amaro were previously recommended for an appointment following the reinstatement of the Recreation and Parks Commission. Carmen Hernandez was a previous Recreation Commissioner, who is interested in serving again. Luis Gonzalez is a Planning Commissioner and wishes to serve on both commissions. Residents may serve on more than one commission at the same time. The Recreation and Parks Commission is an advisory commission to the City Council, and there is no issue of incompatible office with the Planning Commission.

There remains one vacant seat on the Recreation and Parks Commission that needs to be filled.

At this time, Mayor Farfan recommends the following appointments:

Recreation and Parks Commission Term Expiration Date
Anna Rodriguez March 2028
Carmen Hernandez March 2028
Pedro Amaro March 2028
Luis Gonzalez March 2026
Agenda Item #C1
July 10, 2024

Page 2 ends

FISCAL IMPACT
The fiscal impact to the city is minimal, as each commissioner will receive a stipend of $75.00 per meeting. The current budget for the Fiscal Year has allocated appropriate funds.

SUGGESTED ACTION
Approve Recommendation.

ATTACHMENTS
None.

CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #C2
DATE: July 10, 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Joseph Jimenez, Recreation and Community Services Director RECOMMENDATION:

Approve and authorize the City Manager to enter into the Commercial Lease Agreement between the City of Hawaiian Gardens and the Family Health Care Centers of Greater Los Angeles, Inc. for the continued operation of a heath care clinic located at 22310 Wardham Ave.

SUMMARY
The City currently has a lease with the County of Los Angeles, Department of Health Services for a portion of the Lee Ware Recreation Center (22310 Wardham Ave.) to operate a health care clinic. The County sublet the property and operation of the health care clinic to the non-profit, Family Health Care Centers of Greater Los Angeles, Inc. (FHCCGLA). On May 1, 2024, the County provided notice to the City that it was exercising its early termination option of the lease, with the lease ending effective July 15, 2024.

FHCCGLA is now looking to continue operating a health care clinic under a new lease agreement and without the County.

DISCUSSION
The City has had the benefit of a local health care clinic since 1997, which is when the County and City first entered into a lease agreement for a portion of the Lee Ware Recreation Center. The City and County have entered into numerous amendments to the lease over the years, extending the term, provisions, and scope of the lease. The County sublet the operation of the clinic to the FHCCGLA, which has operated the health care clinic for nearly 30 years. The clinic has provided medical services to include pediatric health care, adult health care, women’s health care, and prenatal care. The clinic has Agenda Item #C2
July 10, 2024

Page 2 ends

provided members of our community the opportunity to receive treatment, testing, screenings, counseling, family planning, and other health care services.

Unfortunately, the County has decided to terminate the lease with the City and no longer provide a health care clinic in the City. Therefore, termination of the lease would result in a termination of the sublease which exists between the County and the FHCCGLA. As such, no health care clinic could continue to operate under the current lease.

However, fortunately, FHCCGLA wishes to continue operating the health care clinic and is willing to do so without the help of the County. Accordingly, staff has prepared the attached new lease agreement which will allow FHCCGLA to continue operating a health care clinic subject to the new lease’s terms and conditions. A summary of relevant terms are as follows:

1. Initial term is for five years, with an option to extend the lease for another five years.

2. Rent is proposed at $4,500 per month with an annual adjustment based upon CPI, with a cap at 3% which is consistent with the prior lease’s provisions.

3. A security deposit is set at $9,000.

4. Use of the property is limited to only those of general office space and a medical health clinic, without the explicit written consent of the City.

5. FHCCGLA is responsible for obtaining all licenses and permits necessary to operate a health clinic.

6. FHCCGLA is responsible for indemnifying and defending the City and for obtaining necessary insurance.

FHCCGLA has requested the city consider providing a waiver of lease payments for four months, while this transition takes place contingent on the County not being able to provide those funds as discussed with FHCCGLA.

The healthcare clinic has been very beneficial to the City and has provided our residents with the opportunity to receive necessary quality care in a safe and affordable manner.

By approving the attached commercial lease and authorizing the City Manager to execute it, the City Council would allow FHCCGLA to continue providing necessary medical services to our residents.

Agenda Item #C2
July 10, 2024

Page 3 ends

FISCAL IMPACT
The financial impact on the budget will include a reduction of rent by $109.64 monthly.

Please note Los Angeles County previously paid the lease through funding that is no longer available. As a sign of good faith and appreciation of their services staff recommended a slight reduction of the monthly lease payment but did include an annual CPI increase.

Agreement Monthly Rent Annual Rent
Previous Agreement
(2020)
$4,609.64 $55,315.68
Proposed Agreement
(2024)
$4,500.00 $54,000.00

SUGGESTED ACTION
Approve Recommendations.

ATTACHMENTS
A. Commercial Lease Agreement
1 COMMERCIAL LEASE AGREEMENT
THIS COMMERCIAL LEASE AGREEMENT (the "Lease") dated, for reference purposes only as of July 16, 2024 is made and entered into by and between CITY OF HAWAIIAN GARDENS, a California municipal corporation ("Landlord") and FAMILY HEALTH CARE CENTERS OF GREATER LOS ANGELES, Inc., a California non-profit public benefit corporation ("Tenant"), under the following terms and conditions:

Introduction. Landlord owns the commercial property located at 22310 Wardham Avenue, located in the City of Hawaiian Gardens, California, 90716-1740 (the “Property”). The Property is improved with an industrial office building and other improvements.

Description of the Leased Premises. Landlord hereby leases to Tenant and Tenant hereby leases from Landlord a portion of the Property, known as the Lee Ware Recreation Center, consisting of approximately 2,828 rentable square feet, referred to herein as the "Premises" and shown on Exhibit A. The Property also contains common areas which Tenant may use on a nonexclusive basis in common with other tenants of the Property, consisting of sidewalks, lobbies, driveways, entrances, landscaped areas and public walkways necessary for access of the Property (the “Common Areas”). Tenant’s non-exclusive right to use the Common Area shall be considered part of the Premises.

Term, Occupancy, and Renewal.
a. Term. The term of this Lease shall commence on July 1, 2024 (the "Commencement Date"), and shall continue for sixty (60) months. b. Prior Lease. Landlord previously leased the Premises to the County of Los Angeles, a body corporate and politic (“County”) pursuant to that certain Lease No. L-1251 dated July 12, 2016, as amended by that certain Amendment No. 1 dated July 15, 2020 (the “Prior Lease”). The Prior Lease expired in accordance with its terms on June 30, 2024. c. Occupancy. Tenant has been in occupancy of the Premises pursuant to a Sublease Agreement dated ______, by and between Tenant, as subtenant, and County, as Sublandlord (“Sublease”), which Sublease has expired concurrently with the Prior Lease. Accordingly, the Sublease and subtenancy are hereby terminated by the execution of this Lease (except for such provisions which expressly survive).
d. Tenant may, upon execution of this Lease by Landlord and Tenant, continue to occupy the Premises on the Commencement Date subject to all terms and conditions of this Lease.

The effectiveness of this Lease is conditional upon Tenant’s delivery of the insurance certificate, first month's rent and any security deposit to Landlord. e. Option to Renew. Provided Tenant is not in default under any terms of this Lease, and in the sole and absolute discretion of Landlord, Tenant is hereby granted an option to renew this Lease, under the same terms and conditions as set forth in this Lease, for the further term of five (5) years from and after the expiration of the original term of this Lease as set forth under Section 3(a) (the "Renewal Term") by giving Landlord written notice of election of exercise option to at least 120 days prior to the expiration of the then unexpired term; provided, if Tenant fails to timely notify Landlord of election to extend for any option period, all succeeding option periods, 2 if any, shall automatically expire and lapse and the Lease shall terminate at the end of the term then in effect.

Rent. The initial annual rent during the term of this Lease shall be $4,500.00 per month, subject to increase as provided in Section 4(d) below (“Base Rent”). Tenant shall, commencing on the Commencement Date and continuing thereafter on the first day of each and every month during the term of this Lease, pay to Landlord in advance, such minimum monthly rent, without setoff, deduction or demand. If possession is taken on other than the first of the month, rent shall be prorated accordingly based on a 30-day month.
a. Late Charge. Tenant acknowledges that late payment by Tenant to Landlord of rent will cause Landlord to incur costs not contemplated by this Lease. If any installment of rent due from Tenant is not received by Landlord within five (5) days after it becomes due, Tenant shall pay to Landlord an additional sum of 5% of the overdue rent as a late charge. The parties agree that this late charge represents a fair and reasonable estimate of the costs that Landlord will incur by reason of late payment by Tenant. Acceptance of any late charge shall not constitute a waiver of Tenant's default with respect to the overdue amount or prevent Landlord from exercising any of the other rights and remedies available to Landlord.
b. Interest on Unpaid Rent. Rent or other charges under this Lease not paid within five (5) days of the date due shall, in addition to any late charges under Section 4(a) above, bear interest at the lesser of the maximum legal rate or 10% per annum from the date due until paid. c. Holdover. Tenant shall not hold over after the expiration or earlier termination of the term hereof without the express prior written consent of Landlord. Acceptance of rent is not Landlord's consent to holdover. Without Landlord's express consent Tenant shall become a tenant at sufferance only at a rental rate equal to 150% of the rent in effect upon the date of such expiration. Acceptance by Landlord of rent after such expiration or earlier termination shall not constitute a holdover hereunder or result in a renewal. The foregoing provisions of this Section 4 are in addition to and do not affect Landlord's right of re-entry or any rights of Landlord hereunder or as otherwise provided by law. If Tenant fails to surrender the Premises upon the expiration of this Lease, Tenant shall indemnify, protect, defend and hold Landlord harmless from all loss or liability, including without limitation, any claim made by any succeeding tenant founded on or resulting from such failure to surrender. Such indemnity shall survive the expiration of this Lease. d. Annual Adjustment. Beginning on the first anniversary of the Commencement Date, Base Rent shall increase annually at the end of each 12-month period by any increase in the Consumer Price Index (“CPI”) as determined by the U.S. Bureau of Labor Statistics for all Urban Consumers for the Los Angeles Area over the previous year. However, this annual adjustment of the Base Rent shall not exceed 3% per year. Should the CPI be discontinued, the index used for comparison shall be a comparable index as designated by the Bureau. It is recognized by both parties that the Index for any month is not published for approximately two months. Tenant shall, therefore, continue to pay the current rental paid by Tenant until such time as the new rental is calculated and, at that time, Tenant shall pay within ten (10) days of notice of the new Base Rent the new amount plus arrearages. In no event shall Base Rent ever decrease below the prior year’s Base Rent even if the CPI is negative. In such event, the Base Rent shall remain the same. e. Security Deposit. Concurrently with Tenant's execution of this Lease, Tenant shall deposit with Landlord the Security Deposit in the amount of $9,000.00. The Security Deposit shall 3 be held by Landlord as security for Tenant's performance of the terms of this Lease. Landlord may (but shall not be required to) use all or any part of the Security Deposit to cure any default of Tenant under the Lease (after any required notice and expiration of any applicable cure period) or to compensate Landlord for any loss or damage which Landlord may incur as a result of Tenant's default. Tenant shall not be entitled to interest on the Security Deposit and Landlord shall not be required to keep the Security Deposit separate from its general funds. Where there have been no defaults by Tenant or where all applicable deductions from Security Deposit have been made as hereinabove provided, Landlord shall refund the then existing balance of the Security Deposit to Tenant within thirty (30) days of expiration or termination of this Lease.

Place of Payment of Rent. Rent and all other sums which shall become due under this Lease, including but not limited to late charges and additional rent, shall be payable by hand delivery or mail at 21815 South Pioneer Blvd., Hawaiian Gardens, CA 90716, or at such other place as Landlord may designate from time to time in writing. Mailed payments must be received (not postmarked) by Landlord by the date due.

Condition of, and Improvements to, Premises.
a. Improvements. Under this Lease, Landlord shall have no obligation or responsibility, actual or implied, to install, construct, accommodate, or make any improvements to the Premises prior to, or as a condition of, Tenant's occupation of the Premises. b. As-Is Condition. Tenant warrants and agrees that Tenant has inspected the Premises. Tenant agrees to take possession of the Premises in an AS-IS condition (which exists on the date this Lease is signed) and Tenant further agrees that, if Tenant wishes to construct any improvement in the Premises, Tenant shall comply with all requirements in Exhibit C as well as Section 13 (Alterations and Liens) of this Lease. Landlord makes no representations regarding the condition, status, compliance with laws or suitability for a particular purpose for Tenant's use. c. Condition Upon Surrender. Upon termination of this Lease, Tenant shall surrender the Premises to Landlord in as good condition as when originally received, ordinary wear and tear and damage by fire, earthquake, flood or act of God excepted, and including any repairs or improvements made by Tenant. If Tenant fails to maintain the Premises in good order and repair, after thirty (30) days' prior written notice, Landlord may, at its option, make such repairs, and Tenant shall pay the reasonable cost thereof as additional rent hereunder within ten (10) days after receipt of a written statement therefor. In the event the giving of thirty (30) days' prior notice may result in additional damage to the Premises, Landlord may make such repairs, at Tenant's expense, without thirty days' prior written notice.
d. Inspection by Certified Access Specialist. Landlord discloses that the Premises have not undergone inspection by a Certified Access Specialist as referenced in California Civil Code Section 1938 subsection (e) which provides: "A Certified Access Specialist (CASp) can inspect the subject premises and determine whether the subject premises comply with all of the applicable construction-related accessibility standards under state law. Although state law does not require a CASp inspection of the subject premises, the commercial property owner or lessor may not prohibit the lessee or tenant from obtaining a CASp inspection of the subject premises for the occupancy or potential occupancy of the lessee or tenant, if requested by the lessee or tenant.

The parties shall mutually agree on the arrangements for the time and manner of the CASp inspection, the payment of the fee for the CASp inspection, and the cost of making any repairs 4 necessary to correct violations of construction-related accessibility standards within the premises." Pursuant to the foregoing Section 1938(e), Tenant acknowledges and agrees that, if Tenant wishes to have the Premises inspected by a CASp: (i) Tenant must notify Landlord on or before the date when Tenant executes this Lease pursuant to the election below; (ii) the inspection will be at Tenant's sole cost and expense; (iii) the inspection must be scheduled through Landlord and in coordination with the Building’s property manager; (iv) any repairs or modifications necessary to correct any violation of construction-related accessibility standards that is noted in the CASp report shall be Tenant’s responsibility; and (v) Tenant must provide a copy of the CASp report to Landlord on completion.

Use. The Premises shall be used only for the operation of general office space and Department of Health clinical use and for no other purpose (“Permitted Use”). Tenant shall not use any portion of the Premises for purposes other than those specified without first obtaining the written consent of Landlord. Tenant shall before and during the Term faithfully observe and comply with, and shall cause all occupants of the Premises to observe and comply with, the "Rules and Regulations" attached hereto as Exhibit B, and all reasonable non-discriminatory modifications and additions to them which Landlord may, from time to time, put into effect and furnish to Tenant. Landlord will try to enforce the Rules and Regulations, but will not be liable to Tenant for the violation or non-performance of the Rules and Regulations by any other tenant or occupant of the Property. Tenant shall maintain and conduct its said business insofar as the same relates to Tenant's use and occupancy of the Premises, in a lawful manner and in strict compliance with all governmental laws, rules, regulations and order. Tenant shall obtain all business licenses, clearances, and permits required to operate its business prior to opening, maintain such necessary licenses and permits in force during the Term, and shall provide copies of each permit or license within 30 days after the Commencement Date and at any time during the Lease Term upon Landlord’s request. Tenant shall post all notices to the public in an accessible and visible place to the public. Such notices may include, but are not limited to, Health Department clearances, business licenses, or cosmetology or other licensure. Tenant shall promptly notify Landlord of any notice of violation, suspension or revocation of any such license or clearance. Without limiting in any way the restriction in this Lease that the Premises be used only for the Permitted Use specified in this paragraph, in no event shall the Premises be used for any exclusive use granted by Landlord to other tenants of the Property prior to or subsequent to the date of this Lease.

Nothing in this Lease shall be construed to grant Tenant an exclusive right to such Permitted Use.

Uses Prohibited. In addition to uses prohibited pursuant to Paragraph 7, Tenant shall not do or permit anything to be done in or about the Premises nor bring or keep anything therein which is not within the permitted use of the Premises which will in any way increase the existing rate of or affect any fire or other insurance upon the Property or any of its contents, or cause a cancellation of any insurance policy covering the Property or any part thereof or any of its contents. Tenant shall not use the Premises for any cannabis related uses, dispensary, manufacture, assembly, the sale of cannabis or accessories related to cannabis products. Tenant shall not do or permit anything to be done in or about the Premises which will in any way obstruct or interfere with the rights of other tenants or occupants of the Property or injure or annoy them or use or allow the Premises to be used for any improper, immoral, unlawful or objectionable purpose; nor shall Tenant cause, maintain or permit any nuisance in, on or about the Premises. Tenant shall not commit or allow to be committed any waste in or upon the Premises. Under no circumstances shall the right herein granted to use the Common Areas be deemed to include the right to sell or solicit in any manner or store any property, temporarily or permanently, in the Common Areas. Any such storage shall be permitted only by the prior written consent of Landlord or Landlord's designated agent, which 5 consent may be revoked at any time. In the event that any unauthorized storage shall occur then Landlord shall have the right, without notice, in addition to any other rights and remedies that it may have, to remove the property and charge the cost to Tenant, which cost shall be payable as additional rent immediately upon demand by Landlord.

Compliance with Laws/Hazardous Materials.
a. Tenant, at Tenant's expense, shall comply with and cause all of Tenant's agents to comply with all applicable laws, ordinances, rules and regulations of governmental authorities applicable to the Premises or the use or occupancy thereof, including, without limitation, the law commonly known as the Americans With Disabilities Act and California Code of Regulations Title 8, Sections 3281 through 3299 (collectively, "Laws"). b. Tenant shall not cause or permit any Hazardous Materials, as defined below, to be brought upon, kept, used, discharged, deposited or leaked in or about the Premises or the Property by Tenant or any of Tenant's agents or by anyone in the Premises (other than Landlord or its agents, employees or contractors), except to the extent such Hazardous Materials are cleaning or office supplies customarily kept or used by typical Department of Health clinical tenants and are kept and used in accordance with all applicable laws. If Tenant breaches the obligations stated in the preceding sentence, or if the presence of any Hazardous Material on the Premises or the Property caused or suffered or permitted by Tenant or any of Tenant's agents or by anyone in the Premises (other than Landlord or its agents, employees or contractors) results in contamination of the Premises or the Property, or if contamination of the Premises or the Property by any Hazardous Material otherwise occurs for which Tenant is legally liable, then Tenant shall indemnify, defend and hold Landlord harmless from any and all claims, damages, costs, liabilities and expenses (including, without limitation, diminution in value or use of the Property, attorneys' fees, consultant fees and expert fees) which arise during or after the Term as a result of such contamination. This indemnification shall include, without limitation, costs incurred in connection with any investigation of site conditions or any clean-up, remedial, removal or restoration work on or under the Premises. "Hazardous Material" means any hazardous or toxic substance, material or waste which is or becomes regulated by any local, state or federal governmental authority or by common law decisions, including without limitation (i) all chlorinated solvents, (ii) petroleum products or by-products, (iii) asbestos and (iv) polychlorinated biphenyls.

Waste; Nuisance; Quiet Enjoyment. Tenant shall not suffer or commit any waste or nuisance on the Premises, nor shall Tenant interfere with or obstruct the rights of or disturb the quiet enjoyment of any other tenant or occupant of the building or injure or annoy them. Tenant shall not use or allow the Premises to be used for any improper, immoral, or objectionable purposes, to be determined Landlord's sole and absolute judgment.

Repair and Maintenance/Medical Waste.
a. Landlord shall repair and maintain the roof, structural foundations, exterior walls of the building, and Common Areas in which the Premises are located unless the need for such repair shall be caused by the neglect, misuse, or misconduct of Tenant, its agents, employees or invitees, in which case Landlord shall promptly cause the repairs to be made at Tenant's sole expense. Within ten (10) days after receipt of a written notice that Landlord has made repairs that were caused by the neglect, misuse, or misconduct of Tenant, its agents, employees or invitees, Tenant shall promptly reimburse Landlord within thirty (30) days of invoice for the cost of all such 6 repairs and maintenance. Landlord shall not be required to make any repairs to the roof, structural foundation, or exterior walls unless and until Tenant has notified Landlord in writing of the need for such repairs and Landlord shall have had a reasonable period thereafter to commence and complete said repairs.
b. Tenant shall, at Tenant's sole cost and expense, maintain the Premises except as noted under Section 11(a), above, in good condition and repair. Said maintenance shall include but not be limited to, the interior of the Premises, exterior doors and windows, all fixtures and equipment, including without limitation, heating and ventilation systems, plate glass, electrical wiring, plumbing fixtures, plumbing drains (from the interior of the Premises to the point of connection of Tenant's drainage system with the sanitary sewer system owned, managed, and/or maintained by the local municipality). Tenant hereby waives California Civil Code Sections 1932(1), 1941 and 1942 and any other applicable existing or future law, ordinance or governmental regulation permitting Tenant to make repairs at Landlord's expense. c. Tenant hereby agrees, at Tenant's sole expense, to dispose of its medical waste including, without limitation, any “red bag” waste, needles, gloves, gauze, gowns and other disposables, (“Medical Waste”) in compliance with all federal, state and local laws, rules and regulations (“Laws”), including, without limitation, OSHA, relating to the disposal of Medical Waste and to dispose of any such Medical Waste in a prudent and reasonable manner and in compliance with Laws. Tenant shall not place any Medical Waste in refuse containers emptied by Landlord's staff or in the Property’s refuse containers.

Additional Rent. In addition to the Base Rent required to be paid hereunder, and to the extent applicable, Tenant shall pay as additional rent as provided in this Paragraph 12, an amount equal to (i) Operating Expenses assessed, billed, or charged separately against the Premises, plus (ii) Tenant’s proportionate share of Property Operating Expenses not so separately assessed, billed, or charged in the manner set forth below (Tenant’s “Operating Expense”). a. Landlord shall reasonably allocate to Tenant portions of Operating Expenses not assessed, billed or charged separately against the Premises between the Premises and the other occupied building area in the Property. The portion of an Operating Expense so allocated by Landlord to the Premises shall be Tenant's share of such Operating Expense. Tenant's share of all real property taxes and assessments resulting from leasehold improvements by Tenant shall be 100% allocated to Tenant. Additional Rent shall be invoiced on a monthly basis after Operating Expenses have been incurred by Landlord, and shall be due on the first (1st) day of the month following invoice.
b. Operating Expenses shall include all costs to operate, repair, restore, maintain and manage the Property improvements, buildings, roofs, common areas, parking lots, sidewalks, driveways, and other areas used in common by the tenants of the Property; all costs to supervise and administer said common areas, parking lots, sidewalks, driveways, and other areas used in common by the tenants or occupants of the Property, including such fees as may be paid to a third party in connection with same; and all parking charges, utility charges and surcharges, or any other costs levied, assessed or imposed by, or at the direction of, or resulting from statutes or regulations, or interpretations thereof, promulgated by any governmental authority in connection with the use or occupancy of the Premises or the parking facilities serving the Premises. Operating Expenses include the following costs by way of illustration, but shall not be limited to: general and special real property taxes and assessments (including any tax imposed by changes in laws or which is 7 imposed as a result of this transaction or any transfers hereof), rent taxes; gross receipt taxes (whether assessed against Landlord or assessed against Tenant and collected by Landlord, or both); water and sewer charges; insurance premiums on property and liability insurance maintained by Landlord; any deductible portion of an insured loss; utilities; refuse disposal; painting, and decoration of non-tenant areas; Common Area lighting; fire detection systems; security; Common Area clean-up; labor; reasonable costs incurred in the management of the Property; airconditioning and heating; supplies, materials, equipment and tools, including maintenance and repair costs and service contracts; costs of licenses, permits and inspections; maintenance, repair and restoration of all Common Areas, including repair/installation of asphalt overlay, resurfacing, restriping and cleaning of parking areas (all of which parking area expenses shall be non-capital improvements); cost of Landlord's compliance under the Lease; landscaping and gardening; cost of utilities not separately metered; rental value of manager's office; wages, salaries and benefits; and other services to be provided by Landlord that are stated elsewhere in this Lease to be Operating Expenses. All capital expenditures that directly and measurably reduce Operating Expenses or that are required to comply with laws or regulations shall also be included in Operating Expenses. Operating Expenses shall not include depreciation on the Property buildings, loan payments, executive salaries or real estate brokers' commissions. c. Trade Fixtures And Equipment. Tenant at its own expense shall provide and maintain all trade fixtures and equipment reasonably required to enable it to conduct its business in the Premises in a business-like manner. Tenant shall keep all trade fixtures and equipment clean and in good repair. Kitchens or other food preparation facilities shall be steam cleaned annually.

Landlord may inspect the Premises annually to ensure good maintenance practices and review the current condition of the Premises pursuant to Section 15. Such fixtures and equipment shall remain the property of Tenant, and Tenant may remove or if required to do so by Landlord, shall remove the same or any part thereof upon the termination of this Lease. Prior to lease expiration or earlier termination, Tenant shall repair at its own expense any damage to the Premises caused by its removal of said fixtures or equipment. All trade fixtures and equipment installed by Tenant pursuant thereto shall not be subject to, and shall be free of any lien for payment of rent by Tenant or for the performance of any other obligation of Tenant. Tenant shall keep Tenant's fixtures and equipment insured for full replacement value.
d. To the extent separately assessed, billed or charged, Tenant shall pay, during the term hereof, all electric, water, gas, telephone, and other public utility charges in connection with its occupancy and use of the Premises, including all costs of operating and maintaining all equipment therein, and all business taxes and all taxes upon the property and fixtures of the Tenant.

To the extent not separately assessed, billed or charged, such charges shall be subject to this Section 12 (Additional Rent). Landlord shall not be responsible for any interruptions or disturbance of service regardless of whether Tenant is paying directly for such services or if such services are being contracted for by Landlord, nor shall there be any abatement of rent resulting from any cessation or interruption of utility service or other service contemplated by this section.

Tenant hereby waives the provisions of California Civil Code Section 1932(1) or any other applicable existing or future law, ordinance or governmental regulation permitting the termination of this Lease due to the interruption of failure of any services to be provided under this Lease. e. Revenue & Taxation Code Section 107.6 Possessory Interest Tax. Tenant recognizes and understands that this Lease may create a possessory interest subject to property taxes and that, if a possessory interest is created, Tenant shall, in accordance with this Section 8 12(e) hereof, be responsible for payment of property taxes levied against such possessory interest and shall pay such possessory interest taxes directly to the taxing authority prior to delinquency.

Alterations and Liens. Tenant shall not make or cause to be made any alterations, additions, or improvements to or of the Premises or any part thereof without the prior written consent of Landlord. If any alterations require additional changes to comply with Laws which are triggered by Tenant's alterations, all such resulting requirements to comply with Laws shall be at Tenant's expense and any Landlord consent to such alterations shall be conditioned on Tenant's payment for same. Any alterations, additions, or improvements affixed to the Premises, except furnishings, equipment, and trade fixtures, shall, at Landlord's option, become part of the real property and belong to Landlord on expiration or termination of the term and any extension thereof. If Landlord consents to the making of any alteration, additions, or improvements to the Premises, they shall be made at Tenant's sole cost and expense. Tenant shall comply with the provisions of Exhibit C with regard to all Alterations and Improvements. Tenant shall keep the Premises free and clear of any liens or encumbrances which may arise from such work. At Landlord's option, Tenant shall, at its sole cost and expense, remove all such additions, alterations, and improvements from the Premises at the end of the term hereof and repair any damage to the Premises occasioned by such removal. If Tenant shall fail to complete such removal and repair such damage within ten (10) days after such termination, Landlord may do so and Tenant shall pay the reasonable cost thereof as additional rent within ten (10) days after Landlord shall render to Tenant a written statement therefor. In the event Tenant makes any alterations to the Premises that trigger or give rise to a requirement that the Premises come into compliance with any governmental laws, ordinances, statutes, order and or regulations (such as ADA requirements), Tenant shall be fully responsible for complying, at its sole cost and expense with same. Tenant shall file a Notice of Completion after completion of any alteration or improvement and provide Landlord with a copy thereof.

Tenant shall provide Landlord with a copy of a set of “as built” drawings of any such work.

Assignment and Subletting. Tenant shall not either voluntarily, or by operation of law, assign, transfer, mortgage, pledge, hypothecate or encumber this Lease or any interest therein, and shall not sublet the said Premises or any part thereof, or any right or privilege appurtenant thereto, or allow any other person (the employees, agents, servants and invitees of Tenant excepted) to occupy or use the said Premises, or any portion thereof, without first obtaining the written consent of Landlord which shall not be unreasonably withheld. If an assignment or subletting involves a use other than that permitted in Paragraph 7 above, Tenant must comply with said Paragraph 7.

Consent to one assignment, subletting, occupation or use by another person shall not be deemed to be consent to any subsequent assignment, subletting, occupation or use by another person.

Consent to any such assignment or subletting shall in no way relieve Tenant of any liability under this Lease. Any such assignment or subletting without such consent shall be void, and shall, at the option of the Landlord, constitute a default under the terms of this Lease. No sublease or assignment shall release Tenant from continuing liability hereunder. In the event that Landlord shall consent to a sublease or assignment hereunder, Tenant shall pay Landlord reasonable attorney fees and costs incurred in connection with the processing of documents necessary to giving of such consent. Any excess consideration above the rental rate provided in this Lease Tenant is entitled to as a result of any assignment or sublease shall be divided and paid 50% to Tenant and 50% to Landlord; provided, however, that if Tenant is in default under this Lease, Landlord shall be entitled to all such excess consideration
a. Procedures. Should Tenant desire to assign, transfer, sublet, mortgage, pledge, hypothecate or encumber this Lease or any interest therein (a “Transfer”), Tenant shall request, 9 in writing, Landlord's consent to the proposed Transfer at least 60 days before the intended effective date of the proposed Transfer (which request shall be accompanied by a payment of Five Hundred Dollars ($500.00) to reimburse Landlord for costs incurred in connection with reviewing such proposed Assignment), which request shall include any information reasonably requested by Landlord to evaluate the proposed Transfer. Within 30 days after receipt of Tenant's request for consent to the proposed Transfer together with all of the above-required information, Landlord shall respond and shall have the right to: (a) consent to the proposed Transfer; (b) refuse to consent to the proposed Transfer; or (c) terminate this Lease, such termination to be effective 30 days after Tenant's receipt of Landlord's notice electing to so terminate. If Landlord shall exercise its termination right hereunder, Landlord shall have the right to enter into a lease or other occupancy agreement directly with the proposed transferee, and Tenant shall have no right to any of the rents or other consideration payable by such proposed transferee under such other lease or occupancy agreement. A consent to one Transfer by Landlord shall not be deemed to be a consent to any subsequent Transfer to any other party.
b. Standard for Consent. Tenant agrees that Landlord may refuse its consent to the proposed transfer on any reasonable grounds, and (by way of example and without limitation) Tenant agrees that it shall be reasonable for Landlord to withhold its consent if any of the following situations exist or may exist: (a) the proposed assignee, subtenant or transferee (each a "Transferee") proposes to change the use of the Premises from the permitted use pursuant to Section 7, and the new proposed use of the Premises (i) is a non-retail use; or (ii) is a use which would breach any exclusive use rights granted in writing to another tenant in the Property; or (iii) is a use which would duplicate the primary use of any other tenant or occupant in the Property; or (iv) in Landlord's reasonable opinion, is inconsistent with the tenant mix in the Property at the time of the request for Landlord's consent (excepting the use specified in Section 7 above); (b) the proposed Transferee's financial condition, net worth or liquidity is inadequate, based upon Landlord's reasonable business judgment consistent with generally accepted industry standards necessary to support all of the financial and other obligations of Tenant under this Lease; (c) the business reputation or character of the proposed Transferee is not reasonably acceptable to Landlord; (d) the proposed Transferee is not likely to conduct on the Premises a business of a quality substantially equal to that conducted by Tenant, including Landlord's ability to obtain Percentage Rent; or (e) the business of the proposed Transferee is not, in Landlord's reasonable judgment, a business that is likely to attract patrons to the Property, based on the demographics and clientele of the Property, or the business or reputation of the proposed Transferee is inconsistent with the image of the Property; (f) the proposed Transferee would, in Landlord's reasonable judgment, be unlikely to generate revenues in sufficient amounts to sustain the level of percentage rent obligations then being incurred by Tenant; (g) the proposed Transferee will create a vacancy elsewhere in the Property; (h) the proposed Transferee is a person with whom Landlord is, or recently has been, within the past three (3) months, negotiating to lease space in property owned by Landlord, including the Property; (i) Tenant is in default under the Lease, or has defaulted hereunder on more than three (3) occasions during the twelve (12) months preceding the request by Tenant; (j) the proposed business plan (or past business history) of the proposed Transferee indicates a possible likelihood of detriment to any portion of the Property or to the Rent to be received by Landlord hereunder; (k) the proposed Transferee will operate under a trade name other than that stated in this Lease; and/or (l) the proposed Transferee does not, in Landlord's reasonable judgment, have sufficient business experience (including substantial experience in comparable retail centers) to successfully operate a retail establishment in the Premises in the manner contemplated in the Lease.
10 Entry by Landlord. Except for emergencies such as fire, water intrusion and the like which may be at any time, Landlord and its agents shall have the right to enter the Premises at reasonable times to inspect and examine the same and to make such repairs to the Premises as the Landlord shall deem advisable, and to show the Premises to prospective tenants, buyers or lenders.

Indemnification.
a. Waiver of Claims. To the extent permitted by law, Tenant waives all claims against Landlord for damage to person or property arising for any reason. Tenant assumes all such risks for Tenant and any employees, licensees, invitees, agents, or contractors. b. General Indemnity. Tenant shall indemnify, protect, defend (at Tenant's sole cost and with legal counsel acceptable to Landlord) and hold harmless, Landlord and Landlord’s affiliated entities, and each of their respective members, managers, partners, officers, employees, volunteers, council members, board members, lenders, agents, contractors, successors and assigns from and against any and all claims, judgments, causes of action, damages, penalties, costs, liabilities, and expenses, including all court costs and attorney fees, arising at any time during or after the Term, as a result (directly or indirectly) of or in connection with (i) default in the performance of any obligation on Tenant’s part to be performed under the terms of this Lease, or (ii) Tenant’s use of the Premises, the conduct of Tenant’s business or any activity, work or things done, permitted or suffered by Tenant or Tenant’s employees, agents, customers, visitors, invitees, licensees, contractors, assignees or subtenants (individually, a “Tenant Party” and collectively “Tenant Parties”) in or about the Premises, the Property, the Common Area or other portions of the Premises except as provided by law or for claims caused solely by Landlord’s gross negligence or willful misconduct. Tenant’s indemnity is not intended to nor shall it relieve any insurance carrier of its obligations under policies required to be carried by Tenant pursuant to the provisions of this Lease to the extent such policies cover the results of negligent acts or omissions of Landlord, its employees, agents, volunteers, contractors, council members, board members and officers or the failure of Landlord to perform any of its obligations under this Lease. The obligations of Tenant under this Section 16(b) shall survive the termination or earlier expiration of this Lease. c. Exemption of Landlord from Liability. Tenant, as a material part of the consideration to Landlord, hereby assumes all risk of damage to the Premises and its property including, but not limited to, Tenant's fixtures, equipment, furniture and alterations, or illness or injury to persons in, upon or about the Premises, arising from any cause, and Tenant hereby expressly releases Landlord and waives all claims in respect thereof against Landlord, except only such claims as are caused solely by Landlord's gross negligence or willful misconduct. Tenant hereby agrees that Landlord shall not be liable for injury to Tenant's business or any loss of income therefrom or for damage to the property of Tenant, or injury to or illness or death of Tenant or any Tenant Party or any other person in or about the Premises, whether such damage, illness or injury is caused by fire, steam, electricity, gas, water or rain, or from the breakage, leakage or other defects of sprinklers, wires, appliances, ventilation, plumbing, air conditioning or lighting fixtures, or from any other cause, and whether said damage, illness or injury results from conditions arising upon the Premises, upon other portions of the Property or from other sources or places, and regardless of whether the cause of such damage, illness or injury or the means of repairing the same is inaccessible to Tenant, except only damage, illness or injury caused solely by Landlord's gross negligence or willful misconduct.
11 Insurance. Tenant shall obtain and maintain at all times during the Term of this Lease insurance against claims for injuries to personal or damages to property which may arise from or in connection with the Lease by the Tenant, its agents, representatives, employees, invitees, or subcontractors. Tenant shall obtain and furnish proof of coverage as to each type of insurance required.
a. Property Insurance. During the Lease Term, Tenant shall, at Tenant's expense, maintain, or cause to be maintained, "All risk" property insurance including boiler and machinery comprehensive form, if applicable, covering damage to or loss of any of Tenant's personal property, fixtures, equipment and alterations, including electronic data processing equipment (collectively, "Tenant's Property") (and coverage for the full replacement cost thereof including business interruption of Tenant);
b. Liability Insurance. Commercial General Liability Insurance (Occurrence Form).

A policy of commercial general liability insurance (occurrence form) having a combined single limit of not less than One Million Dollars ($1,000,000.00) per occurrence, Three Million Dollars ($3,000,000.00) in per location aggregate, providing coverage for, among other things, blanket contractual liability, Premises, products/completed operations with an "Additional InsuredManagers or Lessors of Premises Endorsement" and containing the "Amendment of the Pollution Exclusion Endorsement" for damage caused by heat, smoke or fumes from a hostile fire, and personal and advertising injury coverage, with deletion of (a) the exclusion for operations within fifty (50) feet of a railroad track (railroad protective liability), if applicable, and (b) the exclusion for explosion, collapse or underground hazard, if applicable. The policy shall not contain any intra-insured exclusions as between insured persons or organizations, and shall include coverage for liability assumed under this Lease as an "Insured Contract" for the performance of Tenant's indemnity obligations under this Lease;
c. Automobile Liability Insurance. Business automobile liability insurance having a combined single limit of not less than One Million Dollars ($1,000,000.00) per occurrence and insuring Tenant against liability for claims arising out of ownership, maintenance, or use of any owned, hired or non-owned automobiles;
d. Worker's Compensation . Workers' compensation insurance having limits not less than those required by state statute and federal statute, if applicable, and covering all persons employed by Tenant in the conduct of its operations on the Premises including coverage for all states and, if applicable, voluntary compensation, together with employer's liability insurance coverage in the amount of at least One Million Dollars ($1,000,000.00); e. Other Insurance. Any other form or forms of insurance as Landlord or mortgagees of Landlord may reasonably require from time to time in form, in amounts and for insurance risks against which a prudent tenant would protect itself;
f. Business Interruption. Loss of income and extra expense insurance in amounts as will reimburse Tenant for direct or indirect loss of earnings attributable to all peril commonly insured against by prudent Tenants in the business of Tenant or to prevention of access to the Premises as a result of such perils;
g. Umbrella/Excess Liability Insurance. Umbrella or excess liability insurance may be used to satisfy the limits required in Section 17(a) and (b) above. The umbrella liability or 12 excess liability policy shall be written on an "occurrence" form with a self-insured retention no greater than Ten Thousand Dollars ($10,000.00). Such policies shall name Landlord as an additional insured and shall be primary to any insurance maintained by Landlord. h. Waiver of Subrogation. The parties release each other, and their respective authorized representatives, from any claims (for damage to any person or to the Premises and/or the building in which the Premises are located, and to the fixtures, personal property, Tenant's improvements, and alterations of either Landlord or Tenant in or on the Premises and/or the building in which the Premises are located) that are caused by or result from risks which are insured against under any insurance policies carried by the parties and in force at the time of any such damage and to the full extent of any proceeds paid under said policies. i. Ratings, Certificates. All policies shall be taken out with insurers licensed to do business in California with a current Best Rating of (A, XIII) and in form satisfactory from time to time to Landlord. Certificates of insurance evidencing all such insurance and acceptable to the Landlord shall be filed with Landlord prior to occupancy of the Premises and at least ten (10) days prior to the expiration of the term of each policy thereafter. Such certificates of insurance must specifically show all the special policy conditions required in this Paragraph 9, including "additional insured," "waiver of subrogation," "notice of cancellation," and "primary insurance" wording applicable to each policy. Alternatively, a certified, true and complete copy of each properly endorsed policy may be submitted. All policies shall contain an undertaking by the insurers to notify Landlord and the mortgagees of Landlord in writing not less than thirty (30) days prior to any material change, reduction in coverage, cancellation, or other termination thereof.

Tenant shall furnish Landlord with proof of renewal or binders for new insurance at least thirty (30) days before the expiration date of each policy. With respect to CGL Insurance, Tenant shall name Landlord, its employees, elected officials, board members, officers, agents and volunteers as additional insureds with respect to Tenant's negligence for any claims arising out of Tenant's operations in or upon the Premises. In addition, the CGL Insurance: (i) must be endorsed to be primary and non-contributory, rather than excess, with respect to each party's additional insured status; (ii) endorsed to provide cross-liability coverage if they do not contain a standard ISO separation of insureds provision; (iii) shall not contain any endorsement or provision that states the limits of the policy will not stack, pyramid or be addition to any other limits provided by that insurer, and (iv) have no cross suits exclusion, or any similar exclusion that excludes coverage for claims brought by an additional insured under the policy against another insured under the policy.

All insurance policies required by this Section 17 (i) must be issued by insurance companies having an "A" rating or better by Standard and Poor's, and if not rated by Standard & Poor's, then a rating of "A" by A.M. Best Company, and (ii) may be satisfied by a primary policy or combination of primary and umbrella policies. The insurance provisions set forth in this Section 17 set forth the minimum amounts and scopes of coverage to be maintained by Landlord and Tenant and are not to be construed in any way as a limitation on each party's liability under this Lease. Landlord, as a public entity, may satisfy any of its insurance requirements by use of self-insurance, deductible, captive insurance company or risk pool. The responsibility to fund any financial obligation for self-insurance, the election not to insure, and/or deductibles shall be assumed by, for the account of, and at the sole risk of each party. The application of coverage within this self-insurance, election not to insure, and/or deductible shall be deemed covered in accordance with the policy forms set forth in this Section 17. 13 Destruction of Premises.
a. Destruction Due to Risk Covered by Insurance. If, during the term of this Lease and any renewal term, the Premises or the Property and other improvements in which the Premises are located are totally or partially destroyed from a risk covered by insurance carried by either Tenant or Landlord for the Property, rendering the Premises totally or partially inaccessible or unusable, Landlord shall restore the Premises or the Property, and other improvements in which the Premises are located, to substantially the same condition as they were immediately before destruction if they can be repaired within 270 days from date of destruction. Such destruction shall not terminate this Lease. If the existing laws do not permit the restoration, either party can terminate this Lease immediately by giving notice to the other party. Provided, however, if the cost of the restoration exceeds the amount of proceeds received from the insurance, or the estimate of time to fully restore the Premises exceeds the lesser of 270 days or the remaining Term of the Lease, Landlord can elect to terminate this Lease by giving notice to Tenant within fifteen (15) days after determining that the restoration cost will exceed the insurance proceeds. b. Destruction Due to Risk Not Covered by Insurance. If, during the term of this Lease and any renewal term, the Premises or the Property and other improvements in which the Premises are located are totally or partially destroyed by a risk not covered by the insurance, rendering the Premises totally or partially inaccessible or unusable, Landlord can elect to terminate this Lease by giving notice to Tenant within fifteen (15) days after determining the restoration cost and replacement value.
c. Abatement or Reduction of Rent. In case of destruction, there shall be an abatement or reduction of rent between the date of destruction and the date of substantial completion of restoration based on the extent to which the destruction interferes with Tenant's use of the Premises.
d. Waiver of Civil Code Sections. Tenant waives the provisions of California Civil Code Section 1932(2) and California Civil Code Section 1933(4) with respect to any destruction of the Premises.

Default and Landlord's Remedies.
a. Default. The occurrence of any of the following shall constitute a default by Tenant:
(1) Tenant shall fail to pay when due any rent or any other monetary sum payable under this Lease.
(2) Tenant shall fail to observe, keep or perform any of the other terms, covenants, agreements or conditions contained in this Lease if such default continues for a period of ten (10) days after written notice by Landlord specifying the nature of the default with reasonable particularity, unless the nature of the default is such that more than ten (10) days is required to cure it and Tenant commences to cure it within such ten (10) -day period and thereafter diligently pursues it to completion.
(3) Tenant shall become bankrupt or insolvent or make a transfer in fraud of creditors, or make an assignment for the benefit of creditors, or take or have taken against Tenant any proceedings of any kind under any provision of the Federal Bankruptcy Act or under any other 14 insolvency, bankruptcy or reorganization act and, in the event any such proceedings are involuntary, Tenant is not discharged from the same within thirty (30) days thereafter. (4) A receiver is appointed for a substantial part of the assets of Tenant, and such receivership is not released within thirty (30) days. (5) The abandonment of the Premises by Tenant, or the vacation (hereby defined to be thirty (30) or more consecutive days of continual absence from the Premises) of the Premises by Tenant.
(6) This Lease or any estate of Tenant hereunder shall be levied upon by any attachment or execution and such levy is not released within thirty (30) days.

Notices given under this Section shall specify the alleged default and the applicable Lease provisions, and shall demand that Tenant perform the provisions of this Lease or pay the rent that is in arrears, as the case may be, within the applicable period of time, or quit the Premises. b. Landlord's Remedies. If any default by Tenant shall occur, and following notice of default as required by this Lease (for the period applicable to the default under the applicable provision of this Lease), Landlord shall have the following remedies in addition to all other rights and remedies provided by law or equity, to which Landlord may resort cumulatively or in the alternative.
(1) Landlord shall have the immediate option to terminate this Lease and all rights of Tenant hereunder by giving written notice of such intention to terminate. In the event that Landlord shall so elect to terminate this Lease, then Landlord may recover from Tenant:
(a) The worth at the time of award of any unpaid rent which had been earned at the time of such termination; plus
(b) The worth at the time of award of the amount by which the unpaid rent which would have been earned after termination until the time of award exceeds the amount of such rental loss Tenant proves could have been reasonably avoided; plus (c) The worth at the time of award of the amount by which the unpaid rent for the balance of the term after the time of award exceeds the amount of such rental loss that Tenant proves could be reasonably avoided; plus
(d) Any other amount necessary to compensate Landlord for all the detriment proximately caused by Tenant's failure to perform its obligations under this Lease or which in the ordinary course of things would be likely to result therefrom; and (e) At Landlord's election, such other amounts in addition to or in lieu of the foregoing as may be permitted from time to time by applicable law.

As used in Subparagraphs (a) and (b) above of this Section, the "worth at the time of award" is computed by allowing interest at the maximum rate an individual is permitted by law to charge. As used in subparagraph (c) above, the "worth at the time of award" is computed by discounting such amount at the discount rate of the Federal Reserve Bank of Los Angeles at the time of award plus one percent (1%).
15 (2) In the event of the vacation or abandonment of the Premises by Tenant, or in the event that Landlord shall elect to reenter as provided herein or shall take possession of the Premises pursuant to legal proceeding or pursuant to any notice provided by law, then Landlord shall have the remedy specified by Civil Code Section 1951.4, in which Landlord may from time to time recover all rental as it becomes due or relet the Premises or any part thereof for the account of Tenant on such term or terms and at such rental or rentals and upon such other terms and conditions as Landlord in its sole discretion may deem advisable, with the right to make alterations and repairs to the Premises. In the event that Landlord shall elect so to relet, then rentals received by Landlord from such reletting shall be applied first, to the payment of any indebtedness, other than rent due hereunder, owed by Tenant to Landlord; second, to the payment of any cost (including commissions) of such reletting; third, to the payment of the cost of any alterations and repairs to the Premises; fourth, to the payment of rent due and unpaid hereunder; and the residue, if any, shall be held by Landlord and applied in payment of future rent as the same may become due and payable hereunder. Should that portion of such rentals received from such reletting during any month, which is applied to the payment of rent hereunder, be less than the rent payable during that month by Tenant hereunder, then Tenant shall pay such deficiency to Landlord upon demand.

Tenant shall also pay to Landlord, as soon as ascertained, any and all costs and expenses incurred by Landlord in such reletting or in making such alterations and repairs not covered by the rentals received from such reletting.
(3) No reentry or taking possession of the Premises by Landlord pursuant to this Section shall be construed as an election to terminate this Lease unless a written notice of such intention be given to Tenant or unless the termination thereof be decreed by a court of competent jurisdiction.

Signs. All signs and graphics of every kind visible in or from public view or corridors, or the exterior of the Premises, whether inside or outside the Premises, shall be subject to Landlord’s prior written approval and shall be subject to compliance with any applicable Laws, including local sign ordinances and Historic Preservation laws. Landlord may provide, at its option, a building directory sign, for which Tenant shall pay its proportionate share.

Parking. Tenant shall have the non-exclusive use, in common with Landlord and (to the extent applicable) Landlord's other tenants, of the parking area at and around the Premises; provided, however, that no tenant may park in an area designated, identified, and/or reserved for parking by any other tenant or tenants, if any. Should any damages to the Premises, the parking area, and/or the vehicles of Tenant or their invitees/licensees/employees be occasioned by the invitees, licensees, tradesmen, or customers of Tenant, such damage shall be repaired at Tenant's sole cost and expense. It is expressly understood and agreed the Tenant's right to the use of said parking area shall be non-exclusive and subject to the Rules and Regulations, and that Landlord reserves the right to establish and enforce other rules with respect to the use thereof, and Tenant agrees to abide by and conform to the same, as revised from time-to-time.

Estoppel Certificate. Tenant shall execute and deliver to Landlord within ten (10) days of request a commercially reasonable estoppel statement. Landlord and Tenant intend that any estoppel statement delivered pursuant to this Section may be relied upon by any mortgagee, beneficiary, purchaser or prospective purchaser of the building or any interest therein and failure to execute and return such estoppel shall be a material breach of the Lease. 16 Eminent Domain. In case the whole of the Premises, or such part thereof that substantially interferes with the reasonable use of the Premises by Tenant, shall be taken for any public or quasipublic purpose by any lawful power or authority by exercise of the right of appropriation, condemnation or eminent domain, or sold to prevent such taking, either party shall have the right to terminate this Lease effective as of the date possession is required to be surrendered to said authority. Tenant shall not assert any claim against Landlord or the taking authority for any compensation because of such taking and Landlord shall be entitled to receive the entire amount of any award without deduction for any estate or interest of Tenant. In the event the amount of property or the type of estate taken shall not substantially interfere with the reasonable use of the Premises by Tenant, Landlord shall be entitled to the entire amount of the award without deduction for any estate or interest of Tenant. If there is no substantial interference or if there is substantial interference, but neither party elects to terminate, Landlord shall promptly proceed to restore the Premises to substantially the same condition as the Premises existed prior to such partial taking, to the extent possible by application of the condemnation proceeds only, and a proportionate allowance shall be made to Tenant for the rent corresponding to the time during which, and to the part of the Premises of which Tenant shall be so deprived on account of such taking and restoration.

Nothing contained in this Section shall be deemed to give Landlord any interest in any award made to Tenant for the taking of personal property and fixtures belonging to Tenant. Each party waives the provisions of California Code of Civil Procedure Section 1265.130 allowing either party to petition the Superior Court to terminate this Lease in the event of a partial taking of the premises.

Brokers. The parties represent that there are no brokers involved in the negotiation of this Lease or otherwise entitled to a commission or fee in connection with the transactions contemplated in this Lease. Each party hereby indemnifies, defends and holds the other party harmless from all loss, cost and expense (including reasonable attorneys' fees) arising out of a breach of its representation set forth in this Section 24. The provisions of this Section 24 shall survive the termination of the Lease. This Section 24 is for the benefit of Landlord and Tenant only and is not intended to give any third person, including Broker, any right of subrogation or action over or against any party to this Lease.

Attorneys' Fees. If either party commences an action against the other party arising out of or in connection with this Lease, the prevailing party shall be entitled to have and recover from the losing party reasonable attorney's fees and costs of suit.

Notices. Any notice required or permitted to be given hereunder may be given by personal delivery or by United States certified mail, postage prepaid, addressed to Tenant at the Premises and to Landlord at 21815 South Pioneer Blvd., Hawaiian Gardens, CA 90716, or at such other address as the Landlord shall designate in writing.

Waiver; Accord and Satisfaction. No delay or omission in the exercise of any right or remedy of Landlord on any default by Tenant shall impair such right or be construed as a waiver.

The receipt and acceptance by Landlord of delinquent rent shall not constitute a waiver of any other default; it shall constitute only a waiver of timely payment for the particular rent payment involved. No payment by Tenant or receipt by Landlord of a lesser amount than the rent payment herein stipulated shall be deemed to be other than on account of the rent, nor shall any endorsement or statement on any check or any letter accompanying any check or payment as rent be deemed an accord and satisfaction, and Landlord may accept such check or payment without prejudice to Landlord's right to recover the balance of such rent or pursue any other remedy provided in this Lease.
17 Time is of the Essence. Time is of the essence of this Lease as to the performance of all terms, covenants, and conditions stated herein.

Successors and Assigns. Except as otherwise provided herein, all of the terms and conditions hereof shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. In the event of any transfer, assignment or other conveyance or transfers of any such title or tenant, Landlord herein named (and in case of any subsequent transfers or conveyances, the then grantor) shall be automatically freed and relieved from and after the date of such transfer. Landlord may transfer its interest in the Premises without the consent of Tenant and such transfer or subsequent transfer shall not be deemed a violation on Landlord's part of any of the terms and conditions of this Lease.

Titles and Definitions. The titles of paragraphs herein are for identification only. They shall not be considered to be a part of this Lease and shall have no effect upon the construction or interpretation thereof. The words "Landlord" and "Tenant" as used in this Lease shall include both singular, plural, masculine, feminine, and neuter as the context shall require.

Entire Agreement/Amendment. This Lease contains the entire agreement of the parties and supersedes all prior negotiations, drafts, and other understandings which the parties may have concerning the subject matter hereof. This Lease may not be modified except by written instrument duly executed by the parties hereto or their successors in interest.

Choice of Laws; Interpretation. This Lease shall be governed by and construed pursuant to the laws of the State of California. The provisions of this Lease shall be construed in accordance with the fair meaning of the language used and shall not be strictly construed against either party.

Authority/Consents & Approvals. Each of the persons executing this Lease on behalf of Tenant warrants and represents that Tenant is a duly organized and validly existing entity, that Tenant has full right and authority to enter into this Lease and that the persons signing on behalf of Tenant are authorized to do so and have the power to bind Tenant to this Lease. Tenant shall provide Landlord upon request with evidence reasonably satisfactory to Landlord confirming the foregoing representations. The approval of Landlord, wherever required in this Lease, shall mean the approval of the City Manager.

No Merger. The voluntary or other surrender of this Lease by Tenant, or a mutual cancellation thereof, shall not work a merger, and shall, at the option of Landlord, operate as an assignment to it of any or all subleases or subtenancies.

Recordation. Tenant shall not record this Lease or a short form memorandum hereof without Landlord’s prior written approval.

No Third Party Benefit. This Lease is a contract between Landlord and Tenant and nothing herein is intended to create any third party benefit.

Severability. If, for any reason whatsoever, any of the provisions hereof shall be unenforceable or ineffective, all of the other provisions shall be and remain in full force and effect. [Signatures on following page]
18 IN WITNESS WHEREOF, Landlord and Tenant have executed this Lease on the day and year set forth below.

LANDLORD
CITY OF HAWAIIAN GARDENS, a California
municipal corporation
Dated: By:

Name:

Its:

APPROVED AS TO FORM:

BEST BEST & KRIEGER LLP
By: _______________________________
TENANT:

FAMILY HEALTH CARE CENTERS OF
GREATER LOS ANGELES, INC., a California
nonprofit public benefit corporation
Dated: By:

Name:

Its:
1 EXHIBIT A

MAP OF PREMISES
1 EXHIBIT B

RULES AND REGULATIONS
[To be Attached]
1 EXHIBIT C

REQUIREMENTS FOR ALTERATIONS AND IMPROVEMENTS BY TENANT If Landlord shall permit Tenant to construct any initial tenant improvements in the Premises or to have any work performed in the Premises at any time prior to or during the Lease term by a contractor retained by Tenant ("Tenants Work"), then Tenant shall comply with the requirements set forth herein, If Tenant's Work has been properly authorized, Tenant will receive written approval and consent for alterations to the Premises All alterations to the Premises, excepting movable furniture and trade fixtures, shall, at Landlord's option, become a part of the realty and belong to Landlord.

1. SUBMITTAL OF PLANS Prior to commencing any work in the Premises, Tenant shall submit to Landlord for approval its proposed plans for the work Without limiting the foregoing, Tenant shall provide:
(a) A separate scale drawing denoting all proposed construction and/or demolition if necessary;
(b) A separate drawing for each trade proposing structural, electrical, mechanical, civil or landscaping modifications;
(c) Specify all dimensions and complete references to all work be performed in the affected areas;
(d) If adding extra electrical or mechanical equipment, -provide complete operating and maintenance specifications for each item;

2. CHECKLIST With respect to each project, Tenant with a checklist listing the items required to be furnished to Landlord in connection with the proposed work Tenant shall furnish to Landlord prior to, during, or upon completion of Tenants Work, as applicable, each of the items specified in the checklist attached hereto as Attachment I.

3. CONTRACTORS PROVIDING TENANT IMPROVEMENT SERVICES.
(e) The contractor employed by Tenant and any subcontractors shall be (i) duly licensed in the state in which the Premises are located, and (ii) subject to Landlord's prior written approval, which approval shall not be unreasonably withheld If more than one trade is employed on a single job, state law requires the services of a general contractor in addition to contractors for specialty work being performed;
(f) Each contractor shall provide proof of licensing as a general or specialty contractor in accordance with state law Additionally, each contractor shall furnish proof of licensing in the city or municipality in which the construction related activity is to take place; (g) Tenant shall use Landlord's subcontractor for mechanical, electrical, plumbing, roofing and roofing consultant Landlord retains the right to approve or disapprove outside contractors prior to commencement of any work;
2 (h) Tenant and Tenant's contractors shall comply with all Applicable Laws pertaining to the performance of Tenant's Work and the completed improvements and all applicable safety regulations established by Landlord or the general contractor. (i) Prior to commencement of any Work in the Premises, Tenant and Tenant's contractors (and any subcontractors) shall obtain and provide Landlord with certificates evidencing Workers' Compensation, public liability and property damage insurance in amounts and forms and with companies satisfactory to Landlord Each general contractor (and any subcontractor) employed on the Premises shall provide Landlord with a current certificate of insurance in effect for that contractor with a thirty (30) day notice of cancellation or revocation clause Insurance requirements are as follows:
(i) Comprehensive General Liability with a $2,000,000 Combined Single Limit covering the liability of Landlord and contractor for bodily injury and property damage arising as a result of the construction of the improvements and the services performed thereunder Landlord shall be named as an additional insured; (ii) Comprehensive Automobile Liability with a $2,000,000 Combined Single Limit covering Landlord and vehicles used by contractor (and any subcontractor) in connection with the construction of the improvements;
(iii) Workers' Compensation and Employer's Liability as required by law, for employees of the contractor (and any subcontractors) performing work on the Premises. (j) The following requirements shall be incorporated as "Special Conditions" into the contract between Tenant and its contractors and a copy of the contract shall be furnished to Landlord prior to the commencement of Tenant's Work. (i) Prior to start of Tenant's Work, Tenant's contractor shall provide Landlord with a construction schedule in "bar graph" form indicating the completion dates of all phases of Tenant's Work;
(ii) Tenant's contractor shall be responsible for the repair, replacement or clean-up of any damage done by it to other contractors' work which specifically includes access ways to the Premises which may be concurrently used by others; (iii) Tenant's contractor shall accept the Premises prior to starting any trenching operations Any rework of sub-base or compaction required after the contractor's initial acceptance of the Premises shall be done by Tenant's contractor, which shall include the removal from the Project of any excess dirt or debris;
(iv) Tenant's contractor shall contain its storage of materials and its operations "within the Premises and such other space as it may be assigned' by Landlord or Landlord's contractor Should Tenant's contractor be assigned space outside the Premises, it shall move to such other space as Landlord or Landlord's contractor shall direct from time to time to avoid interference or delays with other work;
3 (v) Tenant's contractor shall clean up the construction area and surrounding exterior areas daily All trash, demolition materials and surplus construction materials shall be stored within the Premises and promptly removed from the Premises and disposed of in an approved sanitation site;
(vi) Tenant's contractor shall provide temporary utilities, portable toilet facilities, and potable drinking water as required for its work within the Premises and shall pay to Landlord's contractor the cost of any temporary utilities and facilities provided by contractor at Tenant's contractor's request;
(vii) Tenant's contractor shall notify Landlord or Landlord's project manager of any planned work to be done on weekends or other than normal job hours; (viii) Tenant's contractor or subcontractors shall not post signs on any part of the Premises;
(ix) Tenant shall and shall cause its contractors and subcontractors to:
pay prevailing wages in the construction of Tenant’s Work as those wages are determined pursuant to Labor Code Sections 1720 et seq.; employ apprentices as required by Labor Code Sections 1777.5 et seq.; and comply with the other applicable provisions of Labor Code Sections 1720 et seq., 1725.5, 1771, 1771.1, 1771.4, 1776, 1777.5 et seq., 1810-1815 and the implementing regulations of the Department of Industrial Relations (the “DIR”) for all such Labor Code sections.

4. COSTS Tenant shall promptly pay any and all costs and expenses in connection with or arising out of the performance of Tenant's Work (including the costs of permits therefore) and shall furnish to Landlord evidence of such payment upon request.

5. MECHANIC'S LIENS
(a) Tenant shall not suffer or permit to be enforced against the Premises or any part of the Project any mechanic's, materialman's, contractor's or subcontractor's lien arising out of any work of improvement, however, it may arise
(b) Tenant shall notify Landlord at least ten (10) days prior to the commencement of construction of any Tenant's work and Landlord shall have the right to post and record a notice of non-responsibility in conformity with applicable law Within ten (10) days following completion of Tenant's Work, Tenant shall file a Notice of Completion' and deliver to' Landlord an unconditional release and waiver of lien executed by each contractor, subcontractor and materialman involved in Tenant's Work.
(c) In the event any lien is filed against the Premises or any portion thereof or against Tenant's leasehold interest therein, Tenant shall obtain the release and/or discharge of said lien, within ten (10) days after the filing thereof In the event Tenant fails to do so, Landlord may obtain the release and/or discharge of said lien and Tenant shall Indemnify Landlord for the costs thereof, including reasonable attorneys’ fees, together with interest at the Applicable Interest Rate from the date of demand Nothing herein shall prohibit Tenant from contesting the validity of any such asserted claim, provided Tenant has furnished to Landlord a lien release bond freeing the Premises from the effect of the lien claim.
4 6. INDEMNITY
(a) Tenant shall indemnify, defend (with counsel satisfactory to Landlord) and hold Landlord harmless from and against any and all suits, claims, actions, loss, cost or expense (including claims for workers' compensation, attorney's fees and costs) based on personal injury or property damage, or otherwise (including, without limitation, contract and breach of warranty claims) arising from the performance of Tenant's work Tenant shall repair or replace (or, at Landlord's election, reimburse Landlord for the cost of repairing or replacing) any portion of the Property or item of Landlord's equipment or any of Landlord's real or personal property damaged, lost or destroyed in the performance of Tenant's Work.
a. Tenant shall indemnify, hold harmless and defend (with counsel reasonably selected by the Landlord), to the extent permitted by applicable law, Landlord, its councilmembers, commissioners, officials, employees and agents, against any claim for damages, compensation, fines, penalties or other amounts arising out of the failure or alleged failure of any person or entity (including Tenant, or its contractors or subcontractors) to pay prevailing wages as determined pursuant to Labor Code Sections 1720 et seq., to hire apprentices in accordance with Labor Code Sections 1777.5 et seq., or to comply with the other applicable provisions of Labor Code Sections 1720 et seq., 1725.5, 1771, 1771.1, 1771.4, 1776, 1777.5 et seq., 1810-1815 and the implementing regulations of the DIR in connection with Tenant’s Work.

The provisions of this Section shall survive termination of the Lease.

7. PROPERTY STANDARDS All work shall conform to Landlord's established Property standards and specifications Tenant is required to make these standards part of the construction documents.

8. ROOF PENETRATIONS If improvements penetrate the roof membrane, the penetrations will be sealed per Landlord/IRC roofing specifications and inspected by IRC to maintain roof warranty The cost of inspection and all corrective work shall be borne by Tenant.

Tenant shall use Landlord's original roofing contractor.

9. PROPERTY MODIFICATIONS Work will only be approved within the confines of a given space Tenant will not be allowed to modify Property exterior or-mechanical and electrical service as provided to the Property in common with other tenants.

10. ELECTRICAL WORK All electrical work shall be approved from the unit space electrical panel only Additional service requirements shall be secured only by direction of Landlord Tenant shall use Landlord's original electrical contractor.

11. SCHEDULE OF WORK Tenant may be required to provide a schedule of all work to be performed, subject to Landlord approval All costs to produce such schedule shall be borne solely by Tenant.

12. CLEAN UP AND DISPOSAL OF CONSTRUCTION DEBRIS Property trash containers are provided for office generated trash only and are not to be used for disposal of construction-related materials and debris Unapproved usage will result in a penalty assessment to the Tenant equal to the cost of an extra pick-up service as provided under the current rate schedule of regular trash removal service.
5 13. INSPECTION BY LANDLORD Landlord reserves the following rights (i) the right of inspection prior to, during and at completion of all construction and/or demolition, (ii) the right to post and record a notice of non-responsibility in conformity with California law, and (iii) the right to order a total stop to all improvements underway for non-compliance with any of the requirements hereof.

14. GENERAL PROVISIONS
(a) If Landlord has agreed to provide an allowance toward the cost of tenant improvements, Landlord shall retain from such funds an amount determined by Landlord until Tenant has fully complied with the requirements hereof. (b) All materials, work, installations and decorations of any nature whatsoever brought on or installed in the Premises before the commencement of the Term or throughout the Term shall be at Tenant's risk, and neither Landlord nor any party acting on Landlord's behalf shall be responsible for any damage thereto or loss or destruction thereof due to any reason or cause whatsoever.
(c) Nothing contained herein shall make or constitute Tenant as the agent of Landlord.
6 ATTACHMENT 1

ITEMS TO BE FURNISHED TO LANDLORD FOR EACH WORK OF IMPROVEMENT

1. Plans of Alterations for Landlord Approval

2. Contractor(s), Address, Telephone Number, Contact Person

3. Copy of Contractor's State and City Business License

4. Copy of Property Permit

5. Copy of Final Inspection and Signed Property Permit Cards

6. Copy of Certificate of Insurance naming City of _____________ as Additional Insured; (Insurance to include Comprehensive General Liability, Comprehensive Auto, Workers' Compensation and Employer's Liability)

7. Signed Unconditional Lien Waiver in Favor of City of ________________

8. Schedule of Work.

9. Copy of Completion of Payment Bond

10. Architect's License and Expiration

11. Tenant and Contractor Agreement

12. Copy of Permit Plans

13. Copy of As-Built

14. Copy of Recorded Notice of Completion

15. Certificate of Occupancy

16. Evidence on Insurance for All Risk/Builder's Risk Insurance to the Amount of Improvements

CITY OF HAWAIIAN GARDENS

CITY COUNCIL

STAFF REPORT
Agenda Item #C3
DATE: July 10, 2024
TO: Honorable Mayor and Members of the City Council
FROM: Ernesto Marquez, City Manager
BY: Neema Ghanbari, Public Works Manager
Yunus Rahi, Traffic Engineer, P.E., T.E.

RECOMMENDATION:

RECOMMENDATION TO ADOPT RESOLUTION NO. 021-2024, APPROVING 2024

CITYWIDE ENGINEERING AND TRAFFIC SURVEY REPORT AND ESTABLISHING A

PRIMA FACIE SPEED LIMITS IN THE CITY OF HAWAIIAN GARDENS

SUMMARY
In compliance with California Vehicle Code (CVC) Section 40802, state and local agencies should conduct engineering studies at least once every five, seven, or ten years to reevaluate non-statutory speed limits on segments of their roadways that have undergone significant changes since the last review, such as the addition or elimination of parking or driveways, changes in the number of travel lanes, changes in the configuration of bicycle lanes, changes in traffic control signal coordination, or significant changes in traffic volumes. The City’s latest engineering and traffic survey was completed in October 2018.

On February 14, 2024, the City Council awarded a professional services agreement to Minagar & Associates Inc., for preparation of the Citywide Engineering and Traffic Speed Survey report.

A state-licensed registered traffic engineer from Minagar and Associates, Inc., conducted this Engineering & Traffic Survey (E&TS) study in accordance with procedures outlined in the California Manual on Uniform Traffic Control Devices (CA-MUTCD) for Streets and Highways as required by Section 627 of the California Vehicle Code (CVC).

The E&TS was conducted by reviewing existing posted speed limits for adequacy in terms of adjacent land use, traffic demands, roadway conditions, continuity of speed limits, collisions, and field surveys of motorists’ driving patterns for thirty-eight (38) residential and arterial segments as they were identified for this Engineering and Traffic Survey:

1. Belshire Ave between 214th St and Carson St

2. Belshire Ave between Carson St and 221st St

3. Bloomfield Ave between Carson St and East City Limit Agenda Item #C3
July 10, 2024

Page 2 ends

4. Carson St between Pioneer Bl and Juan Ave

5. Carson St between Juan Ave and Norwalk Bl

6. Carson St between Norwalk Bl and Claretta Ave

7. Carson St between Claretta Ave and Bloomfield Ave

8. Centralia St between Elaine Ave and Norwalk Bl

9. Civic Center Dr between Pioneer Bl and Juan Ave

10.Civic Center Dr between Juan Ave and Norwalk Bl

11.Claretta Ave between 211th St and 214th St

12.Claretta Ave between Farlow St and Carson St

13.Juan Ave between Carson St and 214th St

14.Norwalk Bl between South City Limit and 223rd St

15.Norwalk Bl between 223rd St and Carson St

16.Norwalk Bl between Carson St and 214th St

17.Norwalk Bl between 214th St and Centralia St

18.Pioneer Bl between South City Limit and Civic Center Dr

19.Pioneer Bl between Civic Center Dr and Carson St

20.Pioneer Bl between Carson St and 215th St

21.Wardham Ave between 221st St and 226th St

22.211th St between Norwalk Bl and Claretta Ave

23.212th St between Norwalk Bl and Claretta Ave

24.213th St between Norwalk Bl and Claretta Ave

25.214th St between Elaine Ave and Norwalk Bl

26.214th St between Norwalk Bl and Claretta Ave

27.215th St between Pioneer Bl and Elaine Ave

28.221st St between Pioneer Bl and Norwalk Bl

29.221st St between Norwalk Bl and Wardham Ave

30.222nd St between Norwalk Bl and Wardham Ave

31.223rd St between Pioneer Bl and Juan Ave

32.223rd St between Juan Ave and Norwalk Bl

33.223rd St between Norwalk Bl and Wardham Ave

34.224th St between Norwalk Bl and Wardham Ave

35.Brittain St between Norwalk Bl and Wardham Ave

36.226th St between Pioneer Bl and Devlin Ave

37.226th St between Devlin Ave and Norwalk Bl

38.226th St between Norwalk Bl and Wardham Ave
The study provides recommendations to verify, increase or decrease posted speed limits based on the data and the survey results. Spot speed surveys were conducted in conformance with State law for establishing speed limits. 17 of the 38 street segments have the necessary justifications to support current posted speed limits as previously adopted and posted. All segments were reviewed in detail including traffic volumes, collision history, adjacent land uses, roadway characteristics, and field observations.

Posted speed limits are primarily established to protect the general public from unreasonable drivers. They provide law enforcement with the means to identify and apprehend violators of the basic speed law (Section 22350 of the Vehicle Code). This Agenda Item #C3
July 10, 2024

Page 3 ends

statute states that "No Person shall drive a vehicle on a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property."
The City’s traffic engineer has reviewed and agreed with the findings contained in the 2024 Citywide Engineering & Traffic Survey (E&TS) report and recommends changing the speed limits on 6 of the 38 street segments. The recommended speed limits are as follows:

STREET FROM TO EXISTING NEW CHANGE
Carson St. Juan Ave. Norwalk Blvd. 40 35 Decrease
Carson St. Norwalk Blvd. Claretta Ave. 40 35 Decrease
Carson St. Claretta Ave. Bloomfield Ave. 40 35 Decrease Carson St. Pioneer Blvd. Juan Ave. 40 35 Decrease
Norwalk Blvd. 223rd St. Carson St. 40 35 Decrease
Pioneer Blvd. Carson St. 215th St. 40 35 Decrease
A total of 15 residential (local) street segments have been added to the study where 25 mph speed limit signs are currently not posted.

STREET FROM TO NEW CHANGE
Belshire Ave. 214th St. Carson St. 25 None
Brittain St. Norwalk Blvd. Wardham Ave. 25 None
Civic Center Juan Ave. Norwalk Blvd. 25 None
Juan Ave. Carson St. 214th St. 25 None
211th St. Norwalk Blvd. Claretta Ave. 25 None
212th St. Norwalk Blvd. Claretta Ave. 25 None
213th St. Norwalk Blvd. Claretta Ave. 25 None
214th St. Norwalk Blvd. Claretta Ave. 25 None
221st St. Pioneer Blvd. Norwalk Blvd. 25 None
222nd St. Norwalk Blvd. Wardham Ave. 25 None
223rd St. Juan Ave. Norwalk Blvd. 25 None
223rd St. Norwalk Blvd. Wardham Ave. 25 None
224th St. Norwalk Blvd. Wardham Ave. 25 None
226th St. Pioneer Blvd. Devlin Ave. 25 None
226th St. Norwalk Blvd. Wardham Ave. 25 None
Upon the City Council's approval, staff will proceed with the recommended actions.

FISCAL IMPACT
The project was included in the approved Capital Improvements Program budget for Fiscal Year 2023-24.

Agenda Item #C3
July 10, 2024

Page 4 ends

SUGGESTED ACTION
Approve Recommendation.

ATTACHMENTS
A. 2024 Citywide Engineering and Traffic Survey Report
B. Resolution No. 021-2024
May 21, 2024
2024 Citywide Engineering & Traffic
Survey (E&TS) for Speed Limits
City of Hawaiian Gardens, CA
PREPARED FOR:

PREPARED BY:

CITY OF HAWAIIAN GARDENS
Public Works Department
21815 Pioneer Blvd
Hawaiian Gardens, CA 90716
MINAGAR & ASSOCIATES, INC.

ITS - Traffic/Civil/Electrical Engineering - Transportation Planning - Homeland Security - CEM 23282 Mill Creek Drive, East Tower, Suite 120
Laguna Hills, CA 92653
Attachment A
2024 CITYWIDE ENGINEERING

AND TRAFFIC SURVEY (E&TS)

FOR SPEED LIMITS

HAWAIIAN GARDENS, CA
PREPARED FOR:

CITY OF HAWAIIAN GARDENS, CA
PREPARED BY:

MINAGAR & ASSOCIATES, INC.

Traffic/Civil/Electrical Engineering - ITS - Transportation Planning - CEM MAY 21, 2024

CITY OF HAWAIIAN GARDENS, CA
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY (E&TS)
I, Fred Minagar do hereby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 2024 version of the California Vehicle Code (CVC) and the California Department of Transportation Manual on Uniform Traffic Control Devices (CAMUTCD) Rev. 8, effective November 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 Hawaiian Gardens roadways.
_____________________________________________________
Fred Minagar, MS, RCE, PE, Registration No. 53466
Project Manager

2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 4 MINAGAR & ASSOCIATES, INC.

TABLE OF CONTENTS
1 – Executive Summary ........................................................................................................... 5 2 – Background/Discussion .................................................................................................... 8 3 – Current Regulations........................................................................................................... 9 4 – Speed Zoning Principles ..................................................................................................10 5 - Methodology ......................................................................................................................12 6 – Engineering & Traffic Survey Results and Recommendations......................................23 7 – Applicable Vehicle Codes.................................................................................................24 8 - References .........................................................................................................................35

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
Appendix D: Radar Speed Survey Sheets
Appendix E: 24-Hour Machine Counts (ADT) Traffic Volume Data 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 5 MINAGAR & ASSOCIATES, INC.
1 – Executive Summary
This report recommends the establishment and revision of posted speed limits for thirty-eight (38) street segments on twenty-one (21) citywide streets within the City of Hawaiian Gardens, 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 Hawaiian Gardens 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. 8, effective November 2023), and Federal Highway Administration Manual on Uniform Traffic Control Devices (FHWA MUTCD, 11th Edition, December 19, 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, 2019 – December 31, 2023 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 17 out of the 38
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; 6 segments are recommended for decrease in the existing posted speed limit and none are recommended for an increase in the existing posted speed limit. 15 segments require a speed limit to be established/posted.

The findings of this E&TS reveal
that 17 out of the 38 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; 6
segments are recommended for
decrease in the existing posted
speed limit. 15 segments
require a new speed limit to be
established/posted.
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 6 MINAGAR & ASSOCIATES, INC.

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
Maintain Existing Posted Speed Limit (17 Segments)
Segment No. - Name Segment Boundaries Proposed Limit
2 - Belshire Ave. Carson St. to 221st St. 25 MPH
3 - Bloomfield Ave. Carson St. to East City Limit 40 MPH 9 - Centralia St. Elaine Ave. to Norw alk Blvd. 35 MPH
10 - Civic Center Dr. Pioneer Blvd. to Juan Ave. 25 MPH 12 - Claretta Ave. 211th St. to 214th St. 25 MPH
13 - Claretta Ave. Farlow St. to Carson St. 25 MPH
15 - Norwalk Blvd. 214th St. to Centralia St. 35 MPH
17 - Norwalk Blvd. Carson St. to 214th St. 35 MPH
18 - Norwalk Blvd. South City Limit to 223rd St. 40 MPH 19 - Pioneer Blvd. South City Limit to Civic Center Dr. 25 MPH 20 - Pioneer Blvd. Civic Center Dr. to Carson St. 30 MPH 22 - Wardham Ave. 221st St. to 226th St. 25 MPH
26 - 214th St. Elaine Ave. to Norw alk Blvd. 25 MPH
28 - 215th St. Pioneer Blvd. to Elaine Ave. 25 MPH
29 - 221st St. Norw alk Blvd. to Wardham Ave. 25 MPH
32 - 223rd St. Pioneer Blvd. to Juan Ave. 25 MPH
37 - 226th St. Devlin Ave. to Norw alk Blvd. 25 MPH
Decrease Existing Posted Speed Limit (6 Segments)
Segment No. - Name Segment Boundaries Proposed Limit
5 - Carson St. Juan Ave. to Norw alk Blvd. 40 to 35 MPH 6 - Carson St. Norw alk Blvd. to Claretta Ave. 40 to 35 MPH 7 - Carson St. Claretta Ave. to Bloomfield Ave. 40 to 35 MPH 8 - Carson St. Pioneer Blvd. to Juan Ave. 40 to 35 MPH
16 - Norwalk Blvd. 223rd St. to Carson St. 40 to 35 MPH 21 - Pioneer Blvd. Carson St. to 215th St. 40 to 35 MPH 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 7 MINAGAR & ASSOCIATES, INC.

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 38 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 and 24-hour machine tube counts (ADT) data are provided in Appendices D & E respectively.

Post Speed Limit (15 Segments) with No Prior Posted Speed Limit Signs Segment No. - Name Segment Boundaries Proposed Limit
1 - Belshire Ave. 214th St. to Carson St. N/P to 25 MPH 4 - Brittain St. Norw alk Blvd. to Wardham Ave. N/P to 25 MPH 11 - Civic Center Dr. Juan Ave. to Norw alk Blvd. N/P to 25 MPH 14 - Juan Ave. Carson St. to 214th St. N/P to 25 MPH
23 - 211th St. Norw alk Blvd. to Claretta Ave. N/P to 25 MPH 24 - 212th St. Norw alk Blvd. to Claretta Ave. N/P to 25 MPH 25 - 213th St. Norw alk Blvd. to Claretta Ave. N/P to 25 MPH 27 - 214th St. Norw alk Blvd. to Claretta Ave. N/P to 25 MPH 30 - 221st St. Pioneer Blvd. to Norw alk Blvd. N/P to 25 MPH 31 - 222nd St. Norw alk Blvd. to Wardham Ave. N/P to 25 MPH 33 - 223rd St. Juan Ave. to Norw alk Blvd. N/P to 25 MPH 34 - 223rd St. Norw alk Blvd. to Wardham Ave. N/P to 25 MPH 35 - 224th St. Norw alk Blvd. to Wardham Ave. N/P to 25 MPH 36 - 226th St Pioneer Blvd. to Devlin Ave. N/P to 25 MPH 38 - 226th St Norw alk Blvd. to Wardham Ave. N/P to 25 MPH 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 8 MINAGAR & ASSOCIATES, INC.
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.
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 9 MINAGAR & ASSOCIATES, INC.
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 (CHP). ■ 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)(I). 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. 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ 10 MINAGAR & ASSOCIATES, INC.
4 – Speed Zoning Principles
Driver behavioral research has
been conducted over several
decades and finds that the average
driver chooses their driving speed
based on the appearance of the
highway itself and the prevailing
traffic 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 radarbased 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 50th 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 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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 85th 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 85th 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 aboveaverage 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 85th 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 85th percentile where engineering judgment presents evidence and 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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 38 roadway segments on 21 citywide streets within the City of Hawaiian Gardens. 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 Hawaiian Gardens, 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 38 segments.

The surveys were performed during normal, non-holiday weekdays in March of 2024 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:
85th 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 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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survey. Also called critical speed, equals one standard deviation from the average speed.
50th 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. 8, effective November 2023), however, presently allows for speed limits to be set at the lower 5-MPH increment to the surveyed 85th 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 the latest available traffic collision information from the California Highway Patrol’s Statewide Integrated Traffic Records System (SWITRS) and the Berkeley Transportation Injury Mapping System (TIMS) database for a period of 5 years (60 months) between January 2019 and December 2023. The raw collision data was then screened 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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to consider only 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:

𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶 𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑅 �
𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶
𝑀𝑀𝑀𝑀𝑀𝑀 � = 𝑁𝑁 . 𝑜𝑜 𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶𝐶 ∗ 1,000,000
𝐴𝐴𝐴𝐴𝐴𝐴 ∗ 𝐷𝐷 ∗ 𝑁𝑁 . 𝑜𝑜 𝐷𝐷
where: No. of Collisions Number of speed-related collisions on the segment during the selected analysis period (60 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.
85th Percentile The speed at or below which 85% of the observed vehicles were surveyed to be traveling at
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
DEFINITIONS:

Dist. = Distance of segment LU = Land Use
ART = Arterial (CRS) C = Commercial
COL = Collector (CRS) B = Business
LOC = Local St (CRS) R = Residential
Posted = C&I = Civic and Institutional
PPSL = Presumptive Posted Speed Limit S = School
Rec. = P = Parks & Recreation
▲ = O = Open Space
▼ = Speed Decrease  = Post Speed Limit Sign
Existing Posted Speed Limit
Recommended Posted Speed Limit
KEY:

Speed Increase
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Table 1: Speed Zoning Analysis Summary for Segments 1-25 From To Dist.
(mi.) Type LU Posted (mph)
PPSL
(mph)
Rec.
(mph)
Belshire Ave. 1 214th St. Carson St. 0.25 LOC C 22-31 80% 26 31 N/P 30 25 Post 25 MPH Speed Limit - residential area
Belshire Ave. 2 Carson St. 221st St. 0.26 LOC C 22-31 72% 28 33 25 35 25 - No change - due to current 85th
percentile speed and higher
calculated collision rate than expected
Bloomfield Ave. 3 Carson St. East City Limit 0.28 COL C/R/I 34-43 68% 39 46 40 45 40 - No change - due to current 85th percentile speed
Brittain St. 4 Norwalk Blvd. Wardham Ave. 0.36 LOC C 21-30 90% 25 28 N/P 30 25 Post 25 MPH Speed Limit - residential area
Carson St. 5 Juan Ave. Norwalk Blvd. 0.21 ART C 29-38 82% 35 38 40 40 35 Decrease - Limited sight distance, high ADT, and consecutive industrial
driveways
Carson St. 6 Norwalk Blvd. Claretta Ave. 0.25 ART C 33-42 70% 36 43 40 45 35 Decrease - Consecutive driveways, high ADT, and limited sight distance
Carson St. 7 Claretta Ave. Bloomfield
Ave. 0.37 ART C/R 30-39 64% 36 41 40 40 35 Decrease - Limited sight distance and high ADT
Carson St. 8 Pioneer Blvd. Juan Ave. 0.36 ART C/C&I 33-42 71% 37 42 40 40 35 Decrease - Limited sight distance and high ADT
Centralia St. 9 Elaine Ave. Norwalk Blvd. 0.25 LOC C/R 33-42 77% 37 42 35 40 35 - No change - due to current 85th percentile speed
Civic Center Dr. 10 Pioneer Blvd. Juan Ave. 0.36 COL R 18-27 83% 24 27 25 30 25 - No change - due to current 85th
percentile speed and higher
calculated collision rate than expected
Civic Center Dr. 11 Juan Ave. Norwalk Blvd. 0.21 COL C/R 29-38 66% 30 36 N/P 35 25  Post 25 MPH Speed Limit - due to
consecutive residential driveways and
school zone
Claretta Ave. 12 211th St. 214th St. 0.20 LOC R/S 22-31 85% 26 30 25 30 25 - No change - due to current 85th
percentile speed and higher
calculated collision rate than expected
Claretta Ave. 13 Farlow St. Carson St. 0.09 LOC C/R 23-32 75% 27 33 25 35 25 - No change - due to residential area Juan Ave. 14 Carson St. 214th St. 0.25 COL C/R 23-32 76% 27 31 N/P 30 25 Post 25 MPH Speed Limit - residential area
Norwalk Blvd. 15 214th St. Centralia St. 0.25 LOC R/C 31-40 81% 35 40 35 40 35 - No change - due to current 85th percentile speed
Norwalk Blvd. 16 223rd St. Carson St. 0.36 ART C 33-42 73% 36 42 40 40 35 Decrease - Limited sight distance, high ADT, high calculated collision
rate
Norwalk Blvd. 17 Carson St. 214th St. 0.25 LOC C 29-38 76% 33 38 35 40 35 - No change - due to current 85th
percentile speed and higher
calculated collision rate than expected
Norwalk Blvd. 18 South City
Limit 223rd St. 0.21 ART C 35-44 77% 39 44 40 45 40 -
No change - due to current 85th
percentile speed and higher
calculated collision rate than expected
Pioneer Blvd. 19 South City
Limit
Civic Center
Dr. 0.18 COL C&I/R 20-29 90% 24 27 25 30 25 - No change - due to current 85th percentile speed
Pioneer Blvd. 20 Civic Center
Dr. Carson St. 0.14 COL C&I/R 24-33 85% 28 32 30 30 30 - No change - due to current 85th
percentile speed and higher
calculated collision rate than expected
Pioneer Blvd. 21 Carson St. 215th St. 0.19 ART C 34-43 70% 37 42 40 40 35 Decrease - Limited sight distance, high ADT, high calculated collision
rate
Wardham Ave. 22 221st St. 226th St. 0.26 LOC R/P 17-26 77% 23 26 25 25 25 - No change - due to current 85th percentile speed
211th St. 23 Norwalk Blvd. Claretta Ave. 0.25 LOC C/R 18-27 89% 24 26 N/P 25 25 Post 25 MPH Speed Limit 212th St. 24 Norwalk Blvd. Claretta Ave. 0.25 LOC C/R 23-32 66% 26 32 N/P 30 25 Post 25 MPH Speed Limit 213th St. 25 Norwalk Blvd. Claretta Ave. 0.25 LOC C/R 23-32 81% 29 35 N/P 35 25 Post 25 MPH Speed Limit - residential area
Street
50th
Percentile
(mph)

ROADWAY INFORMATION SPEED ZONING ANALYSIS
Analysis/
Justification(s)
85th
Percentile
(mph)
Description
No.
10-mi.

Pace
(mph)
Speed Limit
Chang
e
% in 10-
mi. Pace
Segment
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Table 2: Speed Zoning Analysis Summary for Segments 26-38 From To Dist.
(mi.) Type LU Posted (mph)
PPSL
(mph)
Rec.
(mph)
214th St. 26 Elaine Ave. Norwalk Blvd. 0.26 COL C/R 23-32 72% 29 37 25 35 25 - No change - due to current 85th
percentile speed, adjacent religious
institution
214th St. 27 Norwalk Blvd. Claretta Ave. 0.25 LOC C/R 24-33 78% 29 33 N/P 35 25 Post 25 MPH Speed Limit - residential area
215th St. 28 Pioneer Blvd. Elaine Ave. 0.31 COL C/S/
C&I 27-36 63% 32 38 25 40 25 - No change - due to current 85th percentile speed and school zone
221st St. 29 Norwalk Blvd. Wardham Ave. 0.42 COL C/R 24-33 80% 27 31 25 30 25 - No change - due to current 85th percentile speed and residential setting
221st St. 30 Pioneer Blvd. Norwalk Blvd. 0.57 COL C/P/
R/S 21-30 78% 24 28 N/P 30 25 Post 25 MPH Speed Limit - school zone
222nd St. 31 Norwalk Blvd. Wardham Ave. 0.40 LOC R 20-29 80% 25 29 N/P 30 25 Post 25 MPH Speed Limit 223rd St. 32 Pioneer Blvd. Juan Ave. 0.37 LOC S/R/
P 23-32 77% 27 31 25 30 25 - No change - due to current 85th percentile speed and school zone
223rd St. 33 Juan Ave. Norwalk Blvd. 0.19 LOC C/R 22-31 76% 27 31 N/P 30 25 Post 25 MPH Speed Limit 223rd St. 34 Norwalk Blvd. Wardham Ave. 0.39 COL C/R 17-26 82% 24 27 N/P 25 25 Post 25 MPH Speed Limit 224th St. 35 Norwalk Blvd. Wardham Ave. 0.37 LOC C/R 16-25 86% 21 25 N/P 25 25 Post 25 MPH Speed Limit - higher calculated collision rate than expected
226th St. 36 Pioneer Blvd. Devlin Ave. 0.23 LOC C/R 22-31 72% 26 32 N/P 30 25 Post 25 MPH Speed Limit - higher calculated collision rate than expected
226th St. 37 Devlin Ave. Norwalk Blvd. 0.34 LOC C/R 23-32 78% 27 30 25 30 25 - No change - due to current 85th
percentile speed and higher calculated
collision rate than expected
226th St. 38 Norwalk Blvd. Wardham Ave. 0.35 LOC R/S 18-27 77% 24 27 N/P 25 25 Post 25 MPH Speed Limit Street

ROADWAY INFORMATION SPEED ZONING ANALYSIS
% in
10-mi.

Pace
10-mi.

Pace
(mph)
Segment Description
No. Analysis/ Chang
Justification(s) e
85th Speed Limit
Percentile
(mph)
50th
Percentile
(mph)
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Table 3 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 higherthan-expected collision rate.

Table 3: Expected Statewide Speed-Related Traffic Collision Rates Other collected collision history data is summarized in the following figures. Overall, from January 1, 2019 to December 31, 2023, there has been a total of 161 total collisions reported on the Transportation Injury Mapping System (TIMS), based on Statewide Integrated Traffic Records System (SWITRS). This included 1 fatality and 213 other injured victims. The second primary collision factor (PCF) of these collisions was unsafe speed, as shown in the figure below. This PCF was responsible for 35 collisions out of 161 total collisions.

(URBAN)
<45 MPH 0.60
≥45 MPH 0.41

0.59 <45 MPH 0.47
≥45 MPH 0.34
<45 MPH 0.46
≥45 MPH 0.45
<45 MPH 0.69
≥45 MPH 1.51
<45 MPH 0.50
≥45 MPH 0.53 collisions per million vehicle miles
5- or More Lanes, Divided collisions per million vehicle miles 4-Lane, Divided collisions per million vehicle miles
collisions per million vehicle miles
5- or 6-Lane, Undivided collisions per million vehicle miles collisions per million vehicle miles
3-Lane collisions per million vehicle miles
4-Lane, Undivided collisions per million vehicle miles
collisions per million vehicle miles
ROADWAY TYPE* EXPECTED ACCIDENT RATE**
1- or 2-Lane collisions per million vehicle miles
collisions per million vehicle miles
Source: "2017 Collision Data on California State Highw ays," 2020 Update. Prepared by the California State Transportation Agency, Department of Transportation, Division of Research, Innovation, and System Information. Sacramento, California. * Based on FHWA approved 2010 adjusted urban area boundaries w hich are derived from the 2010 Census urban area boundaries ** Basic Average Accident Rates tabulation data adjusted for speed-related crashes only. Number of lanes are for both directions of .....travel and are applicable for both uni- and bi-directional surveyed roadway segments. 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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Figure 1: Number of Crashes by Primary Crash Factor (PCF) Violation (January 1, 2019 - December 31, 2023)
Source: University of California, Berkeley Transportation Injury Mapping System (TIMS) Figure 2: Number of Crashes due to Unsafe Speed by Crash Type (January 1, 2019 - December 31, 2023)
Source: University of California, Berkeley Transportation Injury Mapping System (TIMS) 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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Figure 3: Number of Crashes due to Unsafe Speed by Crash Severity (January 1, 2019 - December 31, 2023)
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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 38 roadway segments are summarized in Tables 3 & 4.

Table 3: Collision Data Summary and Analysis for Segments 1-25 From To No. of
Lanes 1 Division Expected 4
(A/MVM)
Calculated 5
(A/MVM)
Belshire Ave. 1 214th St. Carson St. 2 U N/S 0.25 1,609 0 0.41 0.00 Belshire Ave. 2 Carson St. 221st St. 2 U N/S 0.26 2,949 0 0.41 0.00 Bloomfield Ave. 3 Carson St. East City Limit 2 U NE/SW 0.28 15,028 1 0.41 0.13 Brittain St. 4 Norwalk Blvd. Wardham Ave. 2 U E/W 0.36 439 0 0.41 0.00 Carson St. 5 Juan Ave. Norwalk Blvd. 4 D E/W 0.21 29,041 4 0.45 0.36 Carson St. 6 Norwalk Blvd. Claretta Ave. 4 D E/W 0.25 25,714 1 0.45 0.09 Carson St. 7 Claretta Ave. Bloomfield Ave. 4 D E/W 0.37 22,850 3 0.45 0.19 Carson St. 8 Pioneer Blvd. Juan Ave. 4/6. D E/W 0.36 32,985 4 0.53 0.18 Centralia St. 9 Elaine Ave. Norwalk Blvd. 4 U E/W 0.25 12,850 0 0.34 0.00 Civic Center Dr. 10 Pioneer Blvd. Juan Ave. 2 U E/W 0.36 3,714 2 0.41 0.82 Civic Center Dr. 11 Juan Ave. Norwalk Blvd. 2 U E/W 0.21 4,166 1 0.41 0.63 Claretta Ave. 12 211th St. 214th St. 2 U N/S 0.20 3,085 0 0.41 0.00 Claretta Ave. 13 Farlow St. Carson St. 4 U N/S 0.09 2,344 0 0.34 0.00 Juan Ave. 14 Carson St. 214th St. 2 U N/S 0.25 2,156 0 0.41 0.00 Norwalk Blvd. 15 214th St. Centralia St. 4 U N/S 0.25 18,610 1 0.34 0.12 Norwalk Blvd. 16 223rd St. Carson St. 4 D N/S 0.36 18,656 3 0.45 0.24 Norwalk Blvd. 17 Carson St. 214th St. 4 U NE/SW 0.25 17,551 3 0.34 0.37 Norwalk Blvd. 18 South City Limit 223rd St. 4 D E/W 0.21 16,747 3 0.45 0.47 Pioneer Blvd. 19 South City Limit Civic Center Dr. 2/3. U E/W 0.18 5,449 1 0.59 0.56 Pioneer Blvd. 20 Civic Center Dr. Carson St. 4 U E/W 0.14 8,472 2 0.34 0.92 Pioneer Blvd. 21 Carson St. 215th St. 4 D N/S 0.19 14,281 0 0.45 0.00 Wardham Ave. 22 221st St. 226th St. 2 U NE/SW 0.26 812 0 0.41 0.00 211th St. 23 Norwalk Blvd. Claretta Ave. 2 U E/W 0.25 552 0 0.41 0.00 212th St. 24 Norwalk Blvd. Claretta Ave. 2 U E/W 0.25 536 0 0.41 0.00 213th St. 25 Norwalk Blvd. Claretta Ave. 2 U E/W 0.25 437 0 0.41 0.00

COLLISION ANALYSIS
Number of
Collisions 2,3
Collision Rate
ADT
(vpd) No. Length(mi.)
Direction
of Travel

ROADWAY INFORM ATION
Street
Segment Limits Roadway Type
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Table 4: Collision Data Summary and Analysis for Segments 26-38 c
From To No. of
Lanes 1 Division Expected 4
(A/MVM)
Calculated 5
(A/MVM)
214th St. 26 Elaine Ave. Norw alk Blvd. 2 U E/W 0.26 3,805 1 0.41 0.55 214th St. 27 Norw alk Blvd. Claretta Ave. 2 U E/W 0.25 1,652 0 0.41 0.00 215th St. 28 Pioneer Blvd. Elaine Ave. 2 U E/W 0.31 2,857 1 0.41 0.62 221st St. 29 Norw alk Blvd. Wardham Ave. 2 U E/W 0.42 3,694 0 0.41 0.00 221st St. 30 Pioneer Blvd. Norw alk Blvd. 2 U E/W 0.57 1,314 0 0.41 0.00 222nd St. 31 Norw alk Blvd. Wardham Ave. 2 U E/W 0.40 512 1 0.41 2.68 223rd St. 32 Pioneer Blvd. Juan Ave. 2 U E/W 0.37 2,144 0 0.41 0.00 223rd St. 33 Juan Ave. Norw alk Blvd. 2 U E/W 0.19 2,603 1 0.41 1.11 223rd St. 34 Norw alk Blvd. Wardham Ave. 2 U E/W 0.39 712 0 0.41 0.00 224th St. 35 Norw alk Blvd. Wardham Ave. 2 U E/W 0.37 410 0 0.41 0.00 226th St. 36 Pioneer Blvd. Devlin Ave. 2 U E/W 0.23 1,389 1 0.41 1.72 226th St. 37 Devlin Ave. Norw alk Blvd. 2 U E/W 0.34 1,631 0 0.41 0.00 226th St. 38 Norw alk Blvd. Wardham Ave. 2 U E/W 0.35 1,970 0 0.41 0.00

ROADWAY INFORM ATION COLLISION ANALYSIS
Street
No.

Segment Limits Roadway Type
Direction
of Travel
Length
(mi.)
ADT
(vpd)
Number of
Collisions 2,3
Collision Rate
Notes:
[2] Over a 5-year period from 1/1/19 to 12/31/23. Data compiled from U.C. Berkeley Transportation Injury Mapping System (TIMS). [3] Collisions pertaining to unsafe speed as the primary collision factor. [4] Per Million Vehicle Miles (MVM)
w here:

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

[1] Includes both directions of traffic on the selected roadw ay segment [5] Collisions per Million Vehicle-Miles of Travel = ADT x Distance x No. of Days No. of Collisions x 1,000,000
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Survey of Street Segments
Minagar & Associates, Inc. staff also evaluated each of the 38 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.
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6 – Engineering & Traffic Survey Results and Recommendations This Engineering & Traffic Survey is intended to establish prima facie speed limits for 38 surveyed roadway segments in the City of Hawaiian Gardens, 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 85th 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 17 of the 38 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.
6 segments are recommended to have a decrease in posted speed limit, 0 segments are recommended for an increase from their existing posted speed limits, and lastly 15 of the 38 segments require the posting of a speed limit.

See Appendix B for a summary of the above findings and recommendations for each segment. 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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 2024 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.)
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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 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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 Basic Speed 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.
(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 “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
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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) When traversing any intersection of highways if during the 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 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), D11
/ Ch7 / Art1 / §22352
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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.) 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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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(C) For purposes of subparagraph (B) 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
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
“No ordinance...shall be
effective...until all
authorities having
jurisdiction of the portions
of the street concerned
have approved the same.”
(Does not include boundary
line streets consisting of
separate roadways within
different jurisdictions)
- Boundary Line Streets
California Vehicle Code (CVC)
D11 / Ch7 / Art1 / §22359
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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 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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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
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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:
(I) 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 speed trap. (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 speed trap 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.) 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
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8 - References

1. 2024 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. 8, November 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, December 19, 2023)

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

Minagar & Associates, Inc.’s 27 Citywide E&TS Projects in Southern California 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
____________________________________________________________________________________ MINAGAR & ASSOCIATES, INC.

Appendix A
Map of Recommended Speed Limits
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
37 MINAGAR & ASSOCIATES, INC.

CIVIC CENTER DR

CLARETTA AVE
35 MPH
40 MPH
30 MPH
25 MPH
Proposed Posted Speed Limit

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING &

TRAFFIC SURVEY (E&TS)
MAY 10, 2024
211th ST
212th ST
213th ST
214th ST`

CENTRALIA ST
215th ST

JUAN AVE

BELSHIRE AVE

BLOOMFIELD AVE

CARSON ST PIONEER BLVD
221ST ST
222ND ST
223RD ST
224TH ST

NORWALK BLVD
221ST ST
223RD ST
226TH ST

BRITTAIN ST

CITY OF LAKEWOOD

LOS ANGELES COUNTY

CITY OF LONG BEACH

CITY OF CYPRESS

ELAINE AVE
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
MINAGAR & ASSOCIATES, INC.

Appendix B
Summary of Recommended Changes to
Posted Speed Limits
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
MINAGAR & ASSOCIATES, INC.

From To Ex 85th Rec. Change
Belshire Ave. 1 214th St. Carson St. N/P 31 25 -
Belshire Ave. 2 Carson St. 221st St. 25 33 25 -
Bloomfield Ave. 3 Carson St. East City Limit 40 46 40 - Brittain St. 4 Norw alk Blvd. Wardham Ave. N/P 28 25 -
Carson St. 5 Juan Ave. Norw alk Blvd. 40 38 35 Decrease Carson St. 6 Norw alk Blvd. Claretta Ave. 40 43 35 Decrease Carson St. 7 Claretta Ave. Bloomfield Ave. 40 41 35 Decrease Carson St. 8 Pioneer Blvd. Juan Ave. 40 42 35 Decrease
Centralia St. 9 Elaine Ave. Norw alk Blvd. 35 42 35 -
Civic Center Dr. 10 Pioneer Blvd. Juan Ave. 25 27 25 -
Civic Center Dr. 11 Juan Ave. Norw alk Blvd. N/P 36 25 - Claretta Ave. 12 211th St. 214th St. 25 30 25 -
Claretta Ave. 13 Farlow St. Carson St. 25 33 25
Juan Ave. 14 Carson St. 214th St. N/P 31 25 -
Norwalk Blvd. 15 214th St. Centralia St. 35 40 35 -
Norwalk Blvd. 16 223rd St. Carson St. 40 42 35 Decrease Norwalk Blvd. 17 Carson St. 214th St. 35 38 35 -
Norwalk Blvd. 18 South City Limit 223rd St. 40 44 40 -
Pioneer Blvd. 19 South City Limit Civic Center Dr. 25 27 25 - Pioneer Blvd. 20 Civic Center Dr. Carson St. 30 32 30 - Pioneer Blvd. 21 Carson St. 215th St. 40 42 35 Decrease Wardham Ave. 22 221st St. 226th St. 25 26 25 -
211th St. 23 Norw alk Blvd. Claretta Ave. N/P 26 25 -
212th St. 24 Norw alk Blvd. Claretta Ave. N/P 32 25 -
213th St. 25 Norw alk Blvd. Claretta Ave. N/P 35 25 -
Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit
Limits

SPEED ZONING

ANALYSIS
Speed Limit (mph)

SEGM ENT INFORM ATION
No.

Street
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
MINAGAR & ASSOCIATES, INC.

From To Ex 85th Rec. Change
214th St. 26 Elaine Ave. Norw alk Blvd. 25 37 25 -
214th St. 27 Norw alk Blvd. Claretta Ave. N/P 33 25 -
215th St. 28 Pioneer Blvd. Elaine Ave. 25 38 25 -
221st St. 29 Norw alk Blvd. Wardham Ave. 25 31 25 -
221st St. 30 Pioneer Blvd. Norw alk Blvd. N/P 28 25 -
222nd St. 31 Norw alk Blvd. Wardham Ave. N/P 29 25 -
223rd St. 32 Pioneer Blvd. Juan Ave. 25 31 25 -
223rd St. 33 Juan Ave. Norw alk Blvd. N/P 31 25 -
223rd St. 34 Norw alk Blvd. Wardham Ave. N/P 27 25 -
224th St. 35 Norw alk Blvd. Wardham Ave. N/P 25 25 -
226th St. 36 Pioneer Blvd. Devlin Ave. N/P 32 25 -
226th St. 37 Devlin Ave. Norw alk Blvd. 25 30 25 -
226th St. 38 Norw alk Blvd. Wardham Ave. N/P 27 25 -
Ex: Existing Prima Facie Speed Limit
85th: Eighty-fifth Percentile Survey Speed
Rec.: Recommended Speed Limit

SEGM ENT INFORM ATION SPEED ZONING

ANALYSIS
Street
No.

Limits Speed Limit (mph)
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
MINAGAR & ASSOCIATES, INC.

Appendix C
Roadway Segment Analysis of Factors Not
Readily Apparent and Traffic Data Summary
Sheets

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 1 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 2:50 PM - 3:50 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 22-31 MPH
Percent in Pace 80%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 3
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic 1609 Vehicles Per Day
Lane Configuration 2 Lane Per Direction
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment 0.25 Miles
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other Undivided
Adjacent Land Use
Recommended Speed Limit 25 MPH
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Stop - 215th St / 216th St / Tilbury St / Signal - 214th St / Carson St Belshire Ave. 214th St. to Carson St.

Residential Area and 85th Percentile
Many Cross Streets
Yes
No
Few / Few
None
MINAGAR & ASSOCIATES, INC.

Commercial/Residential
FALSE
None
None
Limited Sight Distance (Slightly at grades)
Decent
Partial/Yes
Yes
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 2 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 3:00 PM - 3:20 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 22-31 MPH
Percent in Pace 72%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 3
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Belshire Ave. Carson St. to 221st St.
2949 Vehicles Per Day
2 Lane Per Direction
Stop - 221st St / Signal - Carson St
Undivided
Residential, Civic & Institutional, Commercial
Many Cross Streets

0.26 Miles
None
None
Limited Sight Distance (Slightly at grades)
At 221st St / Carson St
Few/Few
No
Yes
25 MPH
No Change
Due to current 85th percentile speed
MINAGAR & ASSOCIATES, INC.

Good - Poor
Yes/No
Yes
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 3 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:45 AM - 12:05 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 46 Miles
10 MPH Pace 34-43 MPH
Percent in Pace 68%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 3
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.13 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Bloomfield Ave.

At Carson St
Few/No
Yes
Yes
None

0.28 Miles
Very slight up/downhill grades / Dips at intersections
Slight left curvature if coming northbound
Good
Good
Partial / Yes
Yes
Undivided
Residential/Commercial
40 MPH
Carson St. to East City Limit
15028 Vehicles Per Day
4 Lane Per Direction
Signal - Carson St
Due to current 85th percentile speed
MINAGAR & ASSOCIATES, INC.

No Change
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 engineer. The survey has been conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 4 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:00 PM - 1:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 28 Miles
10 MPH Pace 21-30 MPH
Percent in Pace 90%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Residential
25 Brittain St. Norwalk Blvd. to Wardham Ave.
439 Vehicles Per Day
2 Lane Per Direction
Stop - Wardham Ave / Claretta Ave / Norwalk Blvd
At Claretta / Wardham
Few/No
No
Due to current 85th percentile speed
MINAGAR & ASSOCIATES, INC.

Areas of limited sight distance
Fair
Partial/Yes
No
Undivided
Yes
No street painting signifying lane division

0.36 Miles
Several Gradual Up-Downhill Grades
None
No Change
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 6 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:25 PM - 12:45 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 43 Miles
10 MPH Pace 33-42 MPH
Percent in Pace 70%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 5
Expected Collision Rate 0.45 (Speed Related Only)
Calculated Collision Rate 0.09 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
4 Lane Per Direction
25714 Vehicles Per Day
Carson St. Norwalk Blvd. to Claretta Ave.

Signal - Belshire / Claretta / Norwalk
Few/No
At Belshire/ Claretta / Norwalk
Yes
Yes

0.25 Miles
None
None
None
Good
Limited sight distance
Yes
Partial/Yes
Commercial
Divided
TRUE
35 MPH
MINAGAR & ASSOCIATES, INC.

Consecutive commercial driveways, high ADT, and limited sight distance due to parked vehicles
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 7 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 10:05 AM - 10:25 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 41 Miles
10 MPH Pace 30-39 MPH
Percent in Pace 64%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 9
Expected Collision Rate 0.45 (Speed Related Only)
Calculated Collision Rate 0.19 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
4 Lane Per Direction
22850 Vehicles Per Day
Carson St. Claretta Ave. to Bloomfield Ave.

Signal - Lakewood Park / Yucaipa / Verne
Few/Yes
At Bloomfield / Lakewood Park Ln / Verne
Yes
Yes

0.37 Miles
None
None
None
Good
Limited Sight Distance
Yes
Many
Commercial
Divided
TRUE
35 MPH
MINAGAR & ASSOCIATES, INC.

Limited Sight Distance and high ADT.

I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 8 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 1:05 PM - 1:25 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 42 Miles
10 MPH Pace 33-42 MPH
Percent in Pace 71%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 8
Expected Collision Rate 0.53 (Speed Related Only)
Calculated Collision Rate 0.18 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
4/6. Lane Per Direction
32985 Vehicles Per Day
Carson St. Pioneer Blvd. to Juan Ave.

Signal - Pioneer/Violeta/Juan
Many/Few
At Juan / Violeta / Pioneer
No
Few

0.36 Miles
Bus Stops
None
None
Fair
Good
Yes
Partial/Many
Residential, Civic & Institutional
Divided
TRUE
35 MPH
MINAGAR & ASSOCIATES, INC.

Limited sight distance and high ADT, Bus path creates an influx of civilians I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 9 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 1:50 PM to 2:10 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 42 Miles
10 MPH Pace 33-42 MPH
Percent in Pace 77%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.34 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
4 Lane Per Direction
12850 Vehicles Per Day
Centralia St. Elaine Ave. to Norwalk Blvd.

Signal - Norwalk Stop - Elaine
Few/Few
At Norwalk
Yes
Few/Few

0.25 Miles
Bus Stops
None
None
Good
Good
Yes
Partial/Many
Residential
Undivided
No Change
35 MPH
MINAGAR & ASSOCIATES, INC.

Due to current 85th percentile speed
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 10 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 1:50 PM - 2:25 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 27 Miles
10 MPH Pace 18-27 MPH
Percent in Pace 83%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 5
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.82 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Pioneer Blvd. to Juan Ave.
2 Lane Per Direction
3714 Vehicles Per Day
Civic Center Dr.

Stop - Juan / Devlin / Pioneer
Few/Yes
At Devlin / Juan / Pioneer
No
No

0.36 Miles
Bike lane
None
None
Fair
Limited Sight Distance
Yes
Yes/Yes
Residential
Undivided
No Change
25 MPH
MINAGAR & ASSOCIATES, INC.

Due to current 85th percentile speed and higher calculated collision rate than expected I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 5 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:45 PM - 1:05 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 29-38 MPH
Percent in Pace 82%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 4
Total Accidents 8
Expected Collision Rate 0.45 (Speed Related Only)
Calculated Collision Rate 0.36 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Norwalk and at Towne Center
Few/Few
Few
No Parking Anytime
Residential, Business
35 MPH
TRUE
Limited sight distance and high ADT along with consecutive industrial driveways, surrounded by multiple plazas meaning heavy foot traffic MINAGAR & ASSOCIATES, INC.

Carson St. Juan Ave. to Norwalk Blvd.
29041 Vehicles Per Day
4 Lane Per Direction
Signal - Norwalk / Juan
Good
Partial/Yes
Yes
Divided
Bus Stop

0.21 Miles
None
None
Very limited sight distance
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 11 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 2:25 PM - 2:50 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 36 Miles
10 MPH Pace 29-38 MPH
Percent in Pace 66%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.63 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
4166 Vehicles Per Day
Civic Center Dr. Juan Ave. to Norwalk Blvd.
2 Lane Per Direction
Signal - Norwalk
At Horst
Few/Few
No
No
Bike lanes

0.21 Miles
None
None
Okay Sight Distace
Good
Partial/Yes
Yes
Undivided
Residential, Civic & Institutional
25 MPH
FALSE
Post 25 MPH Speed Limit due to consecutive residential driveways and school zone MINAGAR & ASSOCIATES, INC.

I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 12 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 1:25 PM - 1:50 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 30 Miles
10 MPH Pace 22-31 MPH
Percent in Pace 85%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
3085 Vehicles Per Day
Claretta Ave. 211th St. to 214th St.
2 Lane Per Direction
None
At 213th (School)
Few/Few
No
Yes
Adjacent Religious Institution

0.2 Miles
None
Slight curvature (212th St)
Limited sight distance
Good-Fair
Partial/Yes
Yes
Undivided
Residential, Civic & Institutional, School
25 MPH
No Change
Due to current 85th percentile speed and higher calculated collision rate than expected MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 13 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 3:20 PM - 4:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 75%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.34 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
2344 Vehicles Per Day
Claretta Ave. Farlow St. to Carson St.
2 Lane Per Direction
Stop - Carson
None
Yes/Yes
No
Yes
No lane division

0.09 Miles
No
No
Good
Good
Yes/Many
Yes
Undivided
Residential
25 MPH
No Change
Due to current 85th percentile speed and higher calculated collision rate than expected and residential area
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 14 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 2:10 PM to 2:50 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 76%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Juan Ave. Carson St. to 214th St.
2156 Vehicles Per Day
2 Lane Per Direction
Signal - Carson / Stop - 214th St
At Carson/214th St
Few/Few
No
Yes
None

0.25 Miles
None
None
Good sight distance
Good
Yes/No
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit due to current 85th percentile speed and residential area MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 15 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 10:25 PM - 10:45 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 40 Miles
10 MPH Pace 31-40 MPH
Percent in Pace 81%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 0.34 (Speed Related Only)
Calculated Collision Rate 0.12 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Norwalk Blvd. 214th St. to Centralia St.
18610 Vehicles Per Day
4 Lane Per Direction
Signal - Centralia / Stop - 214th St
At Yucaipa
Few/Few
No
Yes
Adjacent Fire Dept. Station / Bus Stops

0.25 Miles
None
None
Good
Poor
Partial/Yes
Yes
Undivided
Residential, Commercial
35 MPH
No Change
Due to current 85th percentile speed
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 16 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:05 PM - 11:25 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 42 Miles
10 MPH Pace 33-42 MPH
Percent in Pace 73%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 7
Expected Collision Rate 0.45 (Speed Related Only)
Calculated Collision Rate 0.24 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Norwalk Blvd. 223rd St. to Carson St.
18656 Vehicles Per Day
4 Lane Per Direction
Signal - Carson / 221st St / 222nd St / Civic Center Dr At Carson / 221st / 222nd / Civic Center Dr
Few/Few
Yes
No
Bike lanes

0.36 Miles
None
None
Good
Fair
No/Yes
Yes
Divided
Residential, Commercial
35 MPH
MINAGAR & ASSOCIATES, INC.

TRUE
Limited sight distance and high ADT along with high calculated collision rate I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 17 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 10:45 AM - 11:05 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 29-38 MPH
Percent in Pace 76%
Posted Speed Limit 35 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 15
Expected Collision Rate 0.34 (Speed Related Only)
Calculated Collision Rate 0.37 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Norwalk Blvd. Carson St. to 214th St.
17551 Vehicles Per Day
4 Lane Per Direction
Signal - Carson / Stop - 214th
At 214th / 215th / 216th / Tilbury / Carson
Few/Few
No
Yes
Ped Xing ( 214th St), Bus Stops

0.25 Miles
None
None
Good
Fair to poor
Partial/Yes
Yes
Undivided
Commercial
35 MPH
MINAGAR & ASSOCIATES, INC.

No Change
Due to current 85th percentile speed and higher calculated collision rate than expected I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 18 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:25 AM - 11:45 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 44 Miles
10 MPH Pace 35-44 MPH
Percent in Pace 77%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 3
Total Accidents 5
Expected Collision Rate 0.45 (Speed Related Only)
Calculated Collision Rate 0.47 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Norwalk Blvd. South City Limit to 223rd St.
16747 Vehicles Per Day
4 Lane Per Direction
Signal - 223rd / 226th
At 223rd / 226th
Few/No
No
Yes
223rd St is "S" shaped at the intersection

0.21 Miles
None
None
Good
Fair
Partial/No
Yes
Undivided
Commercial
40 MPH
MINAGAR & ASSOCIATES, INC.

No Change
Due to current 85th percentile speed
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 19 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 9:20 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 27 Miles
10 MPH Pace 20-29 MPH
Percent in Pace 90%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 1
Expected Collision Rate 0.59 (Speed Related Only)
Calculated Collision Rate 0.56 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Pioneer Blvd. South City Limit to Civic Center Dr.
5449 Vehicles Per Day
2/3. Lane Per Direction
Stop - 223rd / Civic Center
At 221st (senior center)
Few/Few
No
Yes
2 Lane merge, Speed bumps

0.18 Miles
Slight gradual up/downhill grades, dips at intersections Slight curvature West if coming Northbound
Good
Good
No/Yes
No
Undivided
Residential, Civic
25 MPH
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 20 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 9:20 AM - 10:05 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 32 Miles
10 MPH Pace 24-33 MPH
Percent in Pace 85%
Posted Speed Limit 30 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 2
Total Accidents 0
Expected Collision Rate 0.34 (Speed Related Only)
Calculated Collision Rate 0.92 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
Pioneer Blvd. Civic Center Dr. to Carson St.
8472 Vehicles Per Day
4 Lane Per Direction
Signal - Carson / Stop - Civic Center
At Carson/Civic Center
Few/Few
Few
Yes
None

0.36 Miles
None
None
Good
Good
Partial/Yes
Yes
Undivided
Civic and Institutional, Residential
30 MPH
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 21 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 10:05 AM - 10:25 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 42 Miles
10 MPH Pace 34-43 MPH
Percent in Pace 70%
Posted Speed Limit 40 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 3
Expected Collision Rate 0.45 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2 Lane Per Direction
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
14281 Vehicles Per Day
Pioneer Blvd. Carson St. to 215th St.

Signal - Carson / 215th
At 215th / Carson
YesYes
No
Yes
Adjacent religious institution

0.19 Miles
No
No
Good
Good
Yes/Yes
Yes/Yes
Divided
Residential
35 MPH
TRUE
Limited sight distance and high ADT
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 22 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 2:00 PM - 3:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 26 Miles
10 MPH Pace 17-26 MPH
Percent in Pace 77%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
812 Vehicles Per Day
Wardham Ave. 221st St. to 226th St.
2 Lane Per Direction
Stop - 226th / Brittain / 223rd / 222nd / 221st
At 221st / 223rd / Brittain / 226th
Few/No
No
Yes

0.26 Miles
None
Slight 'S' Curvature (Brittain St)
Good
Fair
Yes/Yes
Yes
Undivided
Residential, Parks
25 MPH
No Change
Due to current 85th percentile speed and residential setting MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 23 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:00 PM - 1:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 26 Miles
10 MPH Pace 18-27 MPH
Percent in Pace 89%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
552 Vehicles Per Day
211th St. Norwalk Blvd. to Claretta Ave.
2 Lane Per Direction
Stop - Claretta/ Norwalk
At Norwalk
No/Few
No
Yes
No street painting

0.25 Miles
None
None
Good
Fair
Partial/Yes
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 24 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 1:00 PM - 2:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 32 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 66%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
212th St. Norwalk Blvd. to Claretta Ave.
536 Vehicles Per Day
2 Lane Per Direction
Stop - Norwalk / Claretta
At Norwalk / Claretta
Yes/Yes
No
Yes
Narrow road and no street painting

0.25 Miles
None
None
Good
Poor
Partial/No
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 25 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 9:00AM -10:00 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 35 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 81%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
213th St. Norwalk Blvd. to Claretta Ave.
437 Vehicles Per Day
2 Lane Per Direction
Stop - Norwalk / Claretta
At Norwalk / Claretta
Yes/Yes
No
Yes
Narrow road and no street painting

0.25 Miles
None
None
Good
Fair
Partial/Yes (Many)
No
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit due to residential area
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 26 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:00 AM - 12:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 37 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 72%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 2
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.55 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
214th St. Elaine Ave. to Norwalk Blvd.
3805 Vehicles Per Day
2 Lane Per Direction
Stop - Elaine / Juan
Signal - Norwalk
At Elaine / Juan / Norwalk
Yes/Yes
No
Yes
Adjacent religious institution

0.26 Miles
None
None
Good
Good
Partial/Yes
Yes
Undivided
Residential, Commercial, Civic & Institutional
25 MPH
MINAGAR & ASSOCIATES, INC.

No Change
Due to current 85th percentile speed and adjacent religious institution I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 27 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 3:00 PM - 3:20 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 33 Miles
10 MPH Pace 24-33 MPH
Percent in Pace 78%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
214th St. Norwalk Blvd. to Claretta Ave.
1652 Vehicles Per Day
2 Lane Per Direction
Signal - Norwalk / Stop - Belshire/Claretta
At Norwalk / Claretta (sch)
Few/Few
No
Yes
None

0.25 Miles
None
None
Limited sight distance
Good
Yes/Yes
Yes
Undivided
Residential, Commercial
25 MPH
MINAGAR & ASSOCIATES, INC.

FALSE
Post 25 MPH Speed Limit due to residential area prima facie I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 28 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:00 PM - 12:50 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 38 Miles
10 MPH Pace 27-36 MPH
Percent in Pace 63%
Posted Speed Limit 25 MPH & 15 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 4
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.62 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
215th St. Pioneer Blvd. to Elaine Ave.
2857 Vehicles Per Day
2 Lane Per Direction
Signal - Pioneer
At 215th / Pioneer
Yes/Yes
Yes
Partial
Multiple pedestrian xing (School zone)

0.31 Miles
None
None
Fair sight distance
Good
Yesl / Yes
Yes
Undivided
School, Civic and Institutional
25 MPH
MINAGAR & ASSOCIATES, INC.

No Change
Due to current 85th percentile speed and school zone
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 29 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 2:50 PM - 3:20 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 24-33 MPH
Percent in Pace 80%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 2
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
221st St. Norwalk Blvd. to Wardham Ave.
3694 Vehicles Per Day
2 Lane Per Direction
Stop - Belshire / Claretta/ Hawaiian
Signal - Norwalk
At Norwalk / Wardham
Yes/Yes
No
Yes
No street painting

0.42 Miles
None
None
Good
Good-Fair
Yes/Yes
Yes
Undivided
Residential, Civic & Institutional
25 MPH
MINAGAR & ASSOCIATES, INC.

FALSE
Due to 85th percentile speed
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 30 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:50 PM - 1:50 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 28 Miles
10 MPH Pace 21-30 MPH
Percent in Pace 78%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 5
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
221st St. Pioneer Blvd. to Norwalk Blvd.
1314 Vehicles Per Day
2 Lane Per Direction
Stop - Joliet / Pioneer
Signal - Norwalk /
At Clarkdale / Norwalk / Elaine(School) / Devlin(School) Yes/Yes
No
Yes
Speed bumps, no street painting lane divider

0.57 Miles
None
None
Good
Good-Fair
Yes/Yes
Yes
Undivided
Residential, School
25 MPH
MINAGAR & ASSOCIATES, INC.

FALSE
Post 25 MPH Speed Limit due to school zone
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 31 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 10:50 AM - 11:20 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 29 Miles
10 MPH Pace 20-29 MPH
Percent in Pace 80%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 2.68 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2 Lane Per Direction
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
512 Vehicles Per Day
222nd St. Norwalk Blvd. to Wardham Ave.

Stop - Belshire / Claretta / Wardham / Norwalk
None
Few/Few
None
Yes
Narrow roads and no street painting

0.4 Miles
None
None
Good
Fair
Partial/Yes
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 32 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:20 AM - 11:45 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 77%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
2144 Vehicles Per Day
223rd St. Pioneer Blvd. to Juan Ave.
2 Lane Per Direction
Stop - Bryant / Holmes
At Holmes (sch)
Few/Few
No
Yes
Areas of narrow and wide roadway

0.37 Miles
Very slight up/downhill grades
None
Good
Fair
Yes
Yes
Undivided
Residential, School
25 MPH
No Change
Due to current 85th percentile speed
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 33 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 12:00 PM - 12:45 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 31 Miles
10 MPH Pace 24-33 MPH
Percent in Pace 76%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 1.11 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
2603 Vehicles Per Day
223rd St. Juan Ave. to Norwalk Blvd.
2 Lane Per Direction
Stop - Holmes
None
Few/Few
No
No
Equestrian trail sign, areas of no shoulders

0.19 Miles
Moderate up/downshill grades
Gradual to moderate "S" curves
Limited sight distance
Good
No/Yes
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 34 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:00 AM - 12:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 27 Miles
10 MPH Pace 17-26 MPH
Percent in Pace 82%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
223rd St. Norwalk Blvd. to Wardham Ave.
712 Vehicles Per Day
2 Lane Per Direction
Stop - Pioneer / Seine / Elaine
At Funston / Elaine
Few/Few
No
Yes
Yellow partial dashed and solid center lane

0.39 Miles
None
None
Good
Fair
Yes/Yes
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 35 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 1:00 PM - 2:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 25 Miles
10 MPH Pace 16-25 MPH
Percent in Pace 86%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
224th St. Norwalk Blvd. to Wardham Ave.
410 Vehicles Per Day
2 Lane Per Direction
Stop - Norwalk/Belshire/Claretta/Wardham
None
Few/Yes
No
Yes
No center lane street painting, narrow road

0.37 Miles
None
None
Good
Good
Yes / Yes
Yes
Undivided
Residential
25 MPH
FALSE
Post 25 MPH Speed Limit
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 36 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 9:00 AM - 10:00 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 32 Miles
10 MPH Pace 22-31 MPH
Percent in Pace 72%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 1
Total Accidents 3
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 1.72 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration 2 Lane Per Direction
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
226th St. Pioneer Blvd. to Devlin Ave.
1389 Vehicles Per Day
Stop - Arline / Devlin
None
Yes/Yes
No
Yes/Yes
No center lane street painting, narrow road

0.23 Miles
None
Slight southeast curvature
Good
Fair
Partial/Yes
Yes
Undivided
Residential, Commercial
25 MPH
MINAGAR & ASSOCIATES, INC.

FALSE
Post 25 MPH Speed Limit
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 37 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 10:00 AM - 11:00 AM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 30 Miles
10 MPH Pace 23-32 MPH
Percent in Pace 78%
Posted Speed Limit 25 MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 1
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
226th St. Devlin Ave. to Norwalk Blvd.
1631 Vehicles Per Day
2 Lane Per Direction
Stop - Devlin / Elaine / Horst
Signal - Norwalk
At Elaine / Norwalk
No/Yes
No
Yes
Bus stops

0.34 Miles
Several slight-gradual up/downhil grades
None
Limited sight distance
Fair
Yes/Yes
Yes
Undivided
Residential, Civic & Institutional
25 MPH
MINAGAR & ASSOCIATES, INC.

CITY OF HAWAIIAN GARDENS
2024 CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS) REPORT 38 DATE: 3/20/2024 SURVEY BY: Counts Unlimited
TIME: 11:00 AM - 12:00 PM CHECK BY: G Soriano
1 - PREVAILING SPEED DATA
85th Percentile 27 Miles
10 MPH Pace 18-27 MPH
Percent in Pace 77%
Posted Speed Limit N/P MPH
2 - ACCIDENT HISTORY
No. of Months Observed 60
Speed-Related Accidents 0
Total Accidents 0
Expected Collision Rate 0.41 (Speed Related Only)
Calculated Collision Rate 0.00 (Speed Related Only)
3 - TRAFFIC FACTORS
Average Daily Traffic
Lane Configuration
Traffic Controls
Crosswalks
Pedestrian/Bicycles
Truck Traffic
On-Street Parking
Other
4- ROADWAY FACTORS
Length of Segment
Vertical Curve
Horizontal Curve
Lateral Visibility
Road Conditions
Sidewalk/Driveways
Street Lighting
Other
Adjacent Land Use
Recommended Speed Limit
Speed Limit Change
Justification

CERTIFICATION
RCE #53466 5/10/2024
Fred Minagar State Registration No. Date
226th St. Norwalk Blvd. to Wardham Ave.
1970 Vehicles Per Day
2 Lane Per Direction
Stop - Belshire / Claretta / Wardham
Signal - Norwalk
At Cortner / Claretta(School) / Wardham
Yes/Yes
No
Yes/Yes
Speed bumps, striped yellow center lane

0.35 Miles
None
None
Fair sight distance
Fair
Yes/Yes
Yes
Undivided
Residential, Civic & Institutional, School
25 MPH
MINAGAR & ASSOCIATES, INC.

FALSE
Post 25 MPH Speed Limit due to children crossing, bike lanes on both sides, Long Beach transit route, and consecutive residential driveways
I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Solana Beach 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 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). Data contained in this report represents a true and accurate description of traffic I, Fred Minagar do herby 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing I, Fred Minagar do herby certify that this Engineering and Traffic Survey for the City of Hawaiian Gardens 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 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). Data contained in this report represents a true and accurate description of traffic conditions existing on the City of Hawaiian Garden's streets. 2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
MINAGAR & ASSOCIATES, INC.

Appendix D
Radar Speed Survey Sheets
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 211th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Claretta Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 1 0 34 X 1
33 1 0 33 X 1
32 0 0 32 0
31 1 0 31 X 1 Eastbound Westbound Combined Statistics
30 0 0 30 0 % Over Pace: 10% 0% 11%
29 0 0 29 0
28 0 0 28 0 % In Pace: 70% 100% 89%
27 1 0 27 X 1 *
26 1 3 26 X X X X 4 * % Under Pace: 20% 0% 0%
25 1 2 25 X X X 3 *
24 2 2 24 X X X X 4 P Average Speed: 26 MPH 23 MPH 24 MPH 23 0 2 23 X X 2 A
22 0 1 22 X 1 C Pace Speed: 24 - 33 MPH 18 - 27 MPH 18 - 27 MPH 21 1 5 21 X X X X X X 6 E
20 0 0 20 0 *
19 0 0 19 0 * 15th Percentile / Critical Speed: 21 MPH 21 MPH 21 MPH 18 1 2 18 X X X 3 *
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 23 MPH 24 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 26 MPH 26 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 10 17 GRAND TOTALS 27
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/14/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 212th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Claretta Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 1 37 X 1 Speed Limit: N / P MPH
36 0 0 36 0
35 1 0 35 X 1
34 0 1 34 X 1
33 1 1 33 X X 2
32 3 2 32 X X X X X 5 *
31 1 1 31 X X 2 * Eastbound Westbound Combined Statistics 30 1 1 30 X X 2 * % Over Pace: 9% 5% 11%
29 1 1 29 X X 2 P
28 1 1 28 X X 2 A % In Pace: 73% 64% 66%
27 2 2 27 X X X X 4 C
26 3 2 26 X X X X X 5 E % Under Pace: 18% 32% 23%
25 0 2 25 X X 2 *
24 1 0 24 X 1 * Average Speed: 27 MPH 27 MPH 27 MPH
23 3 1 23 X X X X 4 *
22 1 2 22 X X X 3 Pace Speed: 23 - 32 MPH 25 - 34 MPH 23 - 32 MPH 21 0 2 21 X X 2
20 2 0 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed: 22 MPH 21 MPH 21 MPH 18 0 0 18 0
17 1 0 17 X 1 50th Percentile / Critical Speed: 26 MPH 26 MPH 26 MPH 16 0 2 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 22 22 GRAND TOTALS 44
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/14/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 213th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Claretta Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 2 37 X X 2 Speed Limit: N / P MPH
36 1 0 36 X 1
35 1 1 35 X X 2
34 0 0 34 0
33 0 0 33 0
32 1 0 32 X 1 *
31 4 3 31 X X X X X X X 7 * Eastbound Westbound Combined Statistics 30 0 0 30 0 * % Over Pace: 0% 20% 19%
29 0 2 29 X X 2 P
28 2 2 28 X X X X 4 A % In Pace: 91% 80% 81%
27 1 0 27 X 1 C
26 0 1 26 X 1 E % Under Pace: 9% 0% 0%
25 0 0 25 0 *
24 1 3 24 X X X X 4 * Average Speed: 30 MPH 29 MPH 30 MPH 23 0 1 23 X 1 *
22 0 0 22 0 Pace Speed: 27 - 36 MPH 23 - 32 MPH 23 - 32 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 11 15 GRAND TOTALS 26
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 214th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Elaine Avenue - Norwalk Boulevard
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 1 43 X 1 From: 11:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:00
39 0 1 39 X 1
38 0 2 38 X X 2 Existing
37 2 1 37 X X X 3 Speed Limit: N / P MPH
36 0 1 36 X 1
35 0 3 35 X X X 3
34 0 0 34 0
33 0 0 33 0
32 2 2 32 X X X X 4 *
31 3 2 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 2 1 30 X X X 3 * % Over Pace: 7% 10% 24%
29 6 0 29 X X X X X X 6 P
28 1 3 28 X X X X 4 A % In Pace: 86% 62% 72%
27 4 1 27 X X X X X 5 C
26 1 1 26 X X 2 E % Under Pace: 7% 29% 4%
25 0 0 25 0 *
24 2 0 24 X X 2 * Average Speed: 28 MPH 33 MPH 30 MPH
23 4 1 23 X X X X X 5 *
22 2 0 22 X X 2 Pace Speed: 23 - 32 MPH 30 - 39 MPH 23 - 32 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 23 MPH 28 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 32 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 38 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 29 21 GRAND TOTALS 50
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 214th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Claretta Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:00
39 0 0 39 0
38 0 0 38 0 Existing
37 2 0 37 X X 2 Speed Limit: N / P MPH
36 0 2 36 X X 2
35 1 2 35 X X X 3
34 1 2 34 X X X 3
33 3 2 33 X X X X X 5 *
32 5 3 32 X X X X X X X X 8 *
31 4 5 31 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 30 2 4 30 X X X X X X 6 P % Over Pace: 8% 8% 10%
29 8 6 29 X X X X X X X X X X X X X X 14 A
28 2 2 28 X X X X 4 C % In Pace: 80% 80% 78%
27 6 6 27 X X X X X X X X X X X X 12 E
26 2 5 26 X X X X X X X 7 * % Under Pace: 12% 12% 12%
25 4 5 25 X X X X X X X X X 9 *
24 4 0 24 X X X X 4 * Average Speed: 28 MPH 28 MPH 28 MPH 23 1 3 23 X X X X 4
22 0 1 22 X 1 Pace Speed: 24 - 33 MPH 25 - 34 MPH 24 - 33 MPH 21 2 0 21 X X 2
20 1 1 20 X X 2
19 1 0 19 X 1 15th Percentile / Critical Speed: 24 MPH 25 MPH 24 MPH 18 0 1 18 X 1
17 1 0 17 X 1 50th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 33 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 215th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pioneer Boulevard - Elaine Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 0 1 44 X 1 Time
43 0 0 43 0 From: 12:00
42 1 0 42 X 1
41 2 1 41 X X X 3 Time
40 1 1 40 X X 2 To: 12:50
39 0 3 39 X X X 3
38 2 4 38 X X X X X X 6 Existing
37 0 4 37 X X X X 4 Speed Limit: N / P MPH
36 3 2 36 X X X X X 5 *
35 4 1 35 X X X X X 5 *
34 3 3 34 X X X X X X 6 *
33 3 3 33 X X X X X X 6 P
32 9 3 32 X X X X X X X X X X X X 12 A
31 5 2 31 X X X X X X X 7 C Eastbound Westbound Combined Statistics 30 3 2 30 X X X X X 5 E % Over Pace: 12% 8% 21%
29 2 2 29 X X X X 4 *
28 3 5 28 X X X X X X X X 8 * % In Pace: 74% 54% 63%
27 2 3 27 X X X X X 5 *
26 2 2 26 X X X X 4 % Under Pace: 14% 38% 16%
25 2 1 25 X X X 3
24 0 2 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
22 0 2 22 X X 2 Pace Speed: 27 - 36 MPH 30 - 39 MPH 27 - 36 MPH 21 2 0 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 26 MPH 26 MPH 18 0 1 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 38 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 221st Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Wardham Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:20
39 0 0 39 0
38 0 1 38 X 1 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 1 1 35 X X 2
34 0 0 34 0
33 4 2 33 X X X X X X 6 *
32 1 4 32 X X X X X 5 *
31 4 2 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 3 3 30 X X X X X X 6 P % Over Pace: 2% 20% 3%
29 4 3 29 X X X X X X X 7 A
28 4 3 28 X X X X X X X 7 C % In Pace: 88% 78% 80%
27 10 8 27 X X X X X X X X X X X X X X X X X X 18 E
26 4 2 26 X X X X X X 6 * % Under Pace: 10% 2% 17%
25 5 7 25 X X X X X X X X X X X X 12 *
24 5 2 24 X X X X X X X 7 * Average Speed: 27 MPH 27 MPH 27 MPH 23 1 4 23 X X X X X 5
22 1 4 22 X X X X X 5 Pace Speed: 24 - 33 MPH 21 - 30 MPH 24 - 33 MPH 21 2 3 21 X X X X X 5
20 0 0 20 0
19 0 1 19 X 1 15th Percentile / Critical Speed: 24 MPH 22 MPH 23 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 32 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 221st Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pioneer Boulevard - Norwalk Boulevard 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 1 32 X 1
31 0 0 31 0 Eastbound Westbound Combined Statistics
30 2 0 30 X X 2 * % Over Pace: 6% 3% 2%
29 0 3 29 X X X 3 *
28 5 2 28 X X X X X X X 7 * % In Pace: 81% 83% 78%
27 2 1 27 X X X 3 P
26 5 2 26 X X X X X X X 7 A % Under Pace: 13% 14% 20%
25 2 3 25 X X X X X 5 C
24 4 2 24 X X X X X X 6 E Average Speed: 24 MPH 24 MPH 24 MPH 23 1 3 23 X X X X 4 *
22 2 3 22 X X X X X 5 * Pace Speed: 19 - 28 MPH 20 - 29 MPH 21 - 30 MPH 21 1 4 21 X X X X X 5 *
20 0 1 20 X 1
19 3 1 19 X X X X 4 15th Percentile / Critical Speed: 19 MPH 20 MPH 19 MPH 18 2 2 18 X X X X 4
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 23 MPH 24 MPH 16 2 1 16 X X X 3
15 0 0 15 0 85th Percentile / Critical Speed: 28 MPH 28 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 31 29 GRAND TOTALS 60
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 222nd Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Wardham Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 1 33 X 1
32 1 1 32 X X 2
31 0 1 31 X 1 Eastbound Westbound Combined Statistics
30 0 2 30 X X 2 % Over Pace: 6% 18% 14%
29 1 1 29 X X 2 *
28 1 2 28 X X X 3 * % In Pace: 81% 79% 80%
27 2 1 27 X X X 3 *
26 4 2 26 X X X X X X 6 P % Under Pace: 13% 4% 7%
25 2 3 25 X X X X X 5 A
24 0 4 24 X X X X 4 C Average Speed: 25 MPH 25 MPH 25 MPH 23 0 2 23 X X 2 E
22 3 2 22 X X X X X 5 * Pace Speed: 22 - 31 MPH 20 - 29 MPH 20 - 29 MPH 21 0 2 21 X X 2 *
20 0 3 20 X X X 3 *
19 1 0 19 X 1 15th Percentile / Critical Speed: 22 MPH 21 MPH 21 MPH 18 1 0 18 X 1
17 0 1 17 X 1 50th Percentile / Critical Speed: 26 MPH 25 MPH 25 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 28 MPH 30 MPH 29 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 16 28 GRAND TOTALS 44
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/14/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 223rd Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Juan Avenue - Norwalk Boulevard
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:55
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 1 2 36 X X X 3
35 0 1 35 X 1
34 1 1 34 X X 2
33 3 2 33 X X X X X 5
32 2 1 32 X X X 3
31 1 2 31 X X X 3 * Eastbound Westbound Combined Statistics 30 2 2 30 X X X X 4 * % Over Pace: 16% 14% 14%
29 1 0 29 X 1 *
28 8 8 28 X X X X X X X X X X X X X X X X 16 P % In Pace: 74% 80% 76% 27 3 11 27 X X X X X X X X X X X X X X 14 A
26 4 4 26 X X X X X X X X 8 C % Under Pace: 10% 6% 10%
25 4 4 25 X X X X X X X X 8 E
24 4 3 24 X X X X X X X 7 * Average Speed: 26 MPH 27 MPH 26 MPH 23 3 1 23 X X X X 4 *
22 6 5 22 X X X X X X X X X X X 11 * Pace Speed: 21 - 30 MPH 22 - 31 MPH 22 - 31 MPH 21 2 1 21 X X X 3
20 1 1 20 X X 2
19 1 1 19 X X 2 15th Percentile / Critical Speed: 22 MPH 22 MPH 22 MPH 18 0 0 18 0
17 1 0 17 X 1 50th Percentile / Critical Speed: 26 MPH 27 MPH 27 MPH 16 2 0 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 223rd Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Wardham Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 1 1 33 X X 2
32 0 0 32 0
31 0 1 31 X 1 Eastbound Westbound Combined Statistics
30 1 2 30 X X X 3 % Over Pace: 12% 6% 18%
29 0 1 29 X 1
28 1 1 28 X X 2 % In Pace: 88% 82% 82%
27 1 2 27 X X X 3
26 2 2 26 X X X X 4 * % Under Pace: 0% 12% 0%
25 7 4 25 X X X X X X X X X X X 11 *
24 2 7 24 X X X X X X X X X 9 * Average Speed: 23 MPH 24 MPH 24 MPH 23 3 2 23 X X X X X 5 P
22 4 4 22 X X X X X X X X 8 A Pace Speed: 17 - 26 MPH 21 - 30 MPH 17 - 26 MPH 21 6 3 21 X X X X X X X X X 9 C
20 1 1 20 X X 2 E
19 0 1 19 X 1 * 15th Percentile / Critical Speed: 20 MPH 21 MPH 21 MPH 18 2 0 18 X X 2 *
17 3 2 17 X X X X X 5 * 50th Percentile / Critical Speed: 23 MPH 24 MPH 24 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 26 MPH 28 MPH 27 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 34 34 GRAND TOTALS 68
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/14/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 223rd Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pioneer Boulevard - Juan Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 1 36 X 1
35 0 0 35 0
34 0 2 34 X X 2
33 0 1 33 X 1
32 1 5 32 X X X X X X 6 *
31 1 3 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 4 1 30 X X X X X 5 * % Over Pace: 3% 8% 5%
29 4 2 29 X X X X X X 6 P
28 1 5 28 X X X X X X 6 A % In Pace: 86% 75% 77%
27 9 4 27 X X X X X X X X X X X X X 13 C
26 1 3 26 X X X X 4 E % Under Pace: 11% 17% 18%
25 4 5 25 X X X X X X X X X 9 *
24 2 5 24 X X X X X X X 7 * Average Speed: 26 MPH 27 MPH 26 MPH 23 1 3 23 X X X X 4 *
22 3 2 22 X X X X X 5 Pace Speed: 22 - 31 MPH 23 - 32 MPH 23 - 32 MPH 21 0 3 21 X X X 3
20 2 1 20 X X X 3
19 1 2 19 X X X 3 15th Percentile / Critical Speed: 22 MPH 22 MPH 22 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 26 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 35 48 GRAND TOTALS 83
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/14/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 224th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Wardham Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0 Eastbound Westbound Combined Statistics
30 0 0 30 0 % Over Pace: 7% 14% 11%
29 0 0 29 0
28 0 1 28 X 1 % In Pace: 93% 79% 86%
27 0 0 27 0
26 1 1 26 X X 2 % Under Pace: 0% 7% 4%
25 1 1 25 X X 2 *
24 0 1 24 X 1 * Average Speed: 21 MPH 20 MPH 21 MPH
23 1 0 23 X 1 *
22 4 1 22 X X X X X 5 P Pace Speed: 16 - 25 MPH 16 - 25 MPH 16 - 25 MPH 21 1 1 21 X X 2 A
20 2 1 20 X X X 3 C
19 1 1 19 X X 2 E 15th Percentile / Critical Speed: 18 MPH 16 MPH 16 MPH 18 1 2 18 X X X 3 *
17 0 1 17 X 1 * 50th Percentile / Critical Speed: 21 MPH 19 MPH 21 MPH 16 2 2 16 X X X X 4 *
15 0 1 15 X 1 85th Percentile / Critical Speed: 23 MPH 25 MPH 25 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 14 14 GRAND TOTALS 28
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 226th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devlin Avenue - Norwalk Boulevard
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 1 34 X 1
33 3 0 33 X X X 3
32 2 4 32 X X X X X X 6 *
31 4 1 31 X X X X X 5 * Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 0% 2% 4%
29 5 5 29 X X X X X X X X X X 10 P
28 7 5 28 X X X X X X X X X X X X 12 A % In Pace: 74% 84% 78% 27 6 8 27 X X X X X X X X X X X X X X 14 C
26 5 4 26 X X X X X X X X X 9 E % Under Pace: 26% 14% 18% 25 2 5 25 X X X X X X X 7 *
24 2 3 24 X X X X X 5 * Average Speed: 26 MPH 26 MPH 26 MPH 23 2 5 23 X X X X X X X 7 *
22 1 2 22 X X X 3 Pace Speed: 24 - 33 MPH 23 - 32 MPH 23 - 32 MPH 21 3 2 21 X X X X X 5
20 0 2 20 X X 2
19 4 1 19 X X X X X 5 15th Percentile / Critical Speed: 21 MPH 23 MPH 21 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 16 1 0 16 X 1
15 2 0 15 X X 2 85th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 226th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Wardham Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 12:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 1 0 31 X 1 Eastbound Westbound Combined Statistics
30 0 0 30 0 % Over Pace: 0% 4% 11%
29 1 0 29 X 1
28 2 1 28 X X X 3 % In Pace: 84% 80% 77%
27 4 1 27 X X X X X 5 *
26 2 2 26 X X X X 4 * % Under Pace: 16% 16% 11%
25 3 1 25 X X X X 4 *
24 1 5 24 X X X X X X 6 P Average Speed: 25 MPH 21 MPH 23 MPH 23 1 0 23 X 1 A
22 1 0 22 X 1 C Pace Speed: 22 - 31 MPH 18 - 27 MPH 18 - 27 MPH 21 0 4 21 X X X X 4 E
20 0 4 20 X X X X 4 *
19 0 0 19 0 * 15th Percentile / Critical Speed: 18 MPH 17 MPH 18 MPH 18 2 3 18 X X X X X 5 *
17 1 1 17 X X 2 50th Percentile / Critical Speed: 26 MPH 21 MPH 24 MPH 16 0 0 16 0
15 0 1 15 X 1 85th Percentile / Critical Speed: 28 MPH 26 MPH 27 MPH 14 0 0 14 0
13 0 0 13 0
12 0 2 12 X X 2
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 19 25 GRAND TOTALS 44
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: 226th Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pioneer Boulevard - Devlin Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 2 1 36 X X X 3
35 0 3 35 X X X 3
34 1 0 34 X 1
33 1 3 33 X X X X 4
32 2 1 32 X X X 3
31 2 2 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 21% 10% 18%
29 4 2 29 X X X X X X 6 *
28 2 4 28 X X X X X X 6 P % In Pace: 72% 74% 72%
27 4 1 27 X X X X X 5 A
26 2 5 26 X X X X X X X 7 C % Under Pace: 8% 15% 10%
25 1 6 25 X X X X X X X 7 E
24 5 3 24 X X X X X X X X 8 * Average Speed: 26 MPH 28 MPH 27 MPH 23 3 2 23 X X X X X 5 *
22 3 2 22 X X X X X 5 * Pace Speed: 21 - 30 MPH 24 - 33 MPH 22 - 31 MPH 21 3 1 21 X X X X 4
20 1 0 20 X 1
19 1 1 19 X X 2 15th Percentile / Critical Speed: 21 MPH 23 MPH 22 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 26 MPH 26 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 33 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 39 39 GRAND TOTALS 78
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Belshire Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: 214th Street - Carson Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:50
39 0 0 39 0
38 0 0 38 0 Existing
37 1 0 37 X 1 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 2 0 34 X X 2
33 2 2 33 X X X X 4
32 1 2 32 X X X 3
31 2 0 31 X X 2 * Northbound Southbound Combined Statistics 30 1 1 30 X X 2 * % Over Pace: 15% 0% 13%
29 3 5 29 X X X X X X X X 8 *
28 1 3 28 X X X X 4 P % In Pace: 78% 85% 80%
27 3 4 27 X X X X X X X 7 A
26 5 5 26 X X X X X X X X X X 10 C % Under Pace: 8% 15% 8% 25 5 5 25 X X X X X X X X X X 10 E
24 3 6 24 X X X X X X X X X 9 * Average Speed: 26 MPH 26 MPH 26 MPH 23 4 1 23 X X X X X 5 *
22 4 2 22 X X X X X X 6 * Pace Speed: 22 - 31 MPH 24 - 33 MPH 22 - 31 MPH 21 2 0 21 X X 2
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 22 MPH 23 MPH 22 MPH 18 1 1 18 X X 2
17 0 2 17 X X 2 50th Percentile / Critical Speed: 26 MPH 26 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 29 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 40 39 GRAND TOTALS 79
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Belshire Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Carson Street - 221st Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:00
42 0 0 42 0
41 2 0 41 X X 2 Time
40 0 0 40 0 To: 3:20
39 0 1 39 X 1
38 1 2 38 X X X 3 Existing
37 0 1 37 X 1 Speed Limit: 25 MPH
36 2 1 36 X X X 3
35 0 5 35 X X X X X 5
34 0 0 34 0
33 3 1 33 X X X X 4
32 2 0 32 X X 2
31 1 4 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 5 4 30 X X X X X X X X X 9 * % Over Pace: 16% 22% 21% 29 7 5 29 X X X X X X X X X X X X 12 *
28 4 2 28 X X X X X X 6 P % In Pace: 76% 68% 72%
27 4 3 27 X X X X X X X 7 A
26 4 4 26 X X X X X X X X 8 C % Under Pace: 8% 10% 7%
25 2 3 25 X X X X X 5 E
24 5 4 24 X X X X X X X X X 9 * Average Speed: 28 MPH 28 MPH 28 MPH 23 4 4 23 X X X X X X X X 8 *
22 2 1 22 X X X 3 * Pace Speed: 23 - 32 MPH 22 - 31 MPH 22 - 31 MPH 21 1 3 21 X X X X 4
20 0 0 20 0
19 1 1 19 X X 2 15th Percentile / Critical Speed: 23 MPH 23 MPH 23 MPH 18 0 1 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 28 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 35 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Bloomfield Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Carson Street - East City Limits
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:45
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 2 50 X X 2 To: 12:05
49 0 1 49 X 1
48 0 2 48 X X 2 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 5 4 46 X X X X X X X X X 9
45 1 2 45 X X X 3
44 1 3 44 X X X X 4
43 3 1 43 X X X X 4 *
42 5 1 42 X X X X X X 6 *
41 5 4 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 3 5 40 X X X X X X X X 8 P % Over Pace: 16% 24% 23%
39 6 4 39 X X X X X X X X X X 10 A
38 2 5 38 X X X X X X X 7 C % In Pace: 74% 62% 68%
37 4 1 37 X X X X X 5 E
36 4 4 36 X X X X X X X X 8 * % Under Pace: 10% 14% 9%
35 2 3 35 X X X X X 5 *
34 3 3 34 X X X X X X 6 * Average Speed: 39 MPH 40 MPH 40 MPH 33 0 0 33 0
32 2 2 32 X X X X 4 Pace Speed: 34 - 43 MPH 35 - 44 MPH 34 - 43 MPH 31 0 0 31 0
30 1 0 30 X 1
29 0 1 29 X 1 15th Percentile / Critical Speed: 34 MPH 35 MPH 34 MPH 28 2 1 28 X X X 3
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 40 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Brittain Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Norwalk Boulevard - Wardham Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 12:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 1 0 32 X 1
31 0 0 31 0 Eastbound Westbound Combined Statistics
30 0 1 30 X 1 * % Over Pace: 9% 0% 5%
29 1 0 29 X 1 *
28 0 1 28 X 1 * % In Pace: 91% 90% 90%
27 0 1 27 X 1 P
26 3 1 26 X X X X 4 A % Under Pace: 0% 10% 5%
25 1 1 25 X X 2 C
24 2 1 24 X X X 3 E Average Speed: 25 MPH 24 MPH 25 MPH 23 1 0 23 X 1 *
22 0 1 22 X 1 * Pace Speed: 21 - 30 MPH 21 - 30 MPH 21 - 30 MPH 21 2 2 21 X X X X 4 *
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed: 21 MPH 21 MPH 21 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 25 MPH 24 MPH 25 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 29 MPH 28 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 11 10 GRAND TOTALS 21
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Carson Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Claretta Avenue - Bloomfield Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:25
49 0 0 49 0
48 0 0 48 0 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 1 0 45 X 1
44 0 1 44 X 1
43 1 1 43 X X 2
42 6 1 42 X X X X X X X 7
41 6 1 41 X X X X X X X 7 Eastbound Westbound Combined Statistics 40 4 1 40 X X X X X 5 % Over Pace: 8% 20% 27%
39 4 3 39 X X X X X X X 7 *
38 2 5 38 X X X X X X X 7 * % In Pace: 76% 74% 64%
37 2 0 37 X X 2 *
36 7 2 36 X X X X X X X X X 9 P % Under Pace: 16% 6% 9% 35 3 5 35 X X X X X X X X 8 A
34 1 3 34 X X X X 4 C Average Speed: 38 MPH 34 MPH 36 MPH 33 3 1 33 X X X X 4 E
32 3 4 32 X X X X X X X 7 * Pace Speed: 33 - 42 MPH 29 - 38 MPH 30 - 39 MPH 31 3 7 31 X X X X X X X X X X 10 *
30 1 5 30 X X X X X X 6 *
29 0 5 29 X X X X X 5 15th Percentile / Critical Speed: 32 MPH 29 MPH 30 MPH 28 0 1 28 X 1
27 1 0 27 X 1 50th Percentile / Critical Speed: 38 MPH 33 MPH 36 MPH 26 0 1 26 X 1
25 0 1 25 X 1 85th Percentile / Critical Speed: 42 MPH 39 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Carson Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Juan Avenue - Norwalk Boulevard
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:05
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 1 46 X 1
45 0 0 45 0
44 2 0 44 X X 2
43 1 2 43 X X X 3
42 1 1 42 X X 2
41 1 0 41 X 1 Eastbound Westbound Combined Statistics
40 2 0 40 X X 2 % Over Pace: 8% 10% 13%
39 1 1 39 X X 2
38 4 3 38 X X X X X X X 7 * % In Pace: 82% 84% 82%
37 6 6 37 X X X X X X X X X X X X 12 *
36 7 5 36 X X X X X X X X X X X X 12 * % Under Pace: 10% 6% 5% 35 4 6 35 X X X X X X X X X X 10 P
34 4 3 34 X X X X X X X 7 A Average Speed: 35 MPH 34 MPH 35 MPH 33 8 3 33 X X X X X X X X X X X 11 C
32 4 7 32 X X X X X X X X X X X 11 E Pace Speed: 32 - 41 MPH 29 - 38 MPH 29 - 38 MPH 31 0 5 31 X X X X X 5 *
30 2 2 30 X X X X 4 *
29 1 2 29 X X X 3 * 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 28 1 1 28 X X 2
27 0 1 27 X 1 50th Percentile / Critical Speed: 35 MPH 34 MPH 35 MPH 26 0 1 26 X 1
25 1 0 25 X 1 85th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Carson Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Norwalk Boulevard - Claretta Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:25
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:45
49 1 0 49 X 1
48 0 1 48 X 1 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 0 2 46 X X 2
45 1 1 45 X X 2
44 4 1 44 X X X X X 5
43 2 2 43 X X X X 4
42 4 1 42 X X X X X 5 *
41 3 2 41 X X X X X 5 * Eastbound Westbound Combined Statistics 40 1 1 40 X X 2 * % Over Pace: 16% 14% 17%
39 3 1 39 X X X X 4 P
38 2 3 38 X X X X X 5 A % In Pace: 76% 66% 70%
37 7 5 37 X X X X X X X X X X X X 12 C
36 6 5 36 X X X X X X X X X X X 11 E % Under Pace: 8% 20% 13% 35 3 6 35 X X X X X X X X X 9 *
34 7 5 34 X X X X X X X X X X X X 12 * Average Speed: 38 MPH 36 MPH 37 MPH 33 1 4 33 X X X X X 5 *
32 1 1 32 X X 2 Pace Speed: 34 - 43 MPH 33 - 42 MPH 33 - 42 MPH 31 0 0 31 0
30 0 3 30 X X X 3
29 2 1 29 X X X 3 15th Percentile / Critical Speed: 34 MPH 30 MPH 33 MPH 28 0 2 28 X X 2
27 0 2 27 X X 2 50th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 42 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Carson Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Pioneer Boulevard - Juan Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 1:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 1:25
49 0 0 49 0
48 1 0 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 0 46 0
45 1 2 45 X X X 3
44 2 0 44 X X 2
43 1 4 43 X X X X X 5
42 5 3 42 X X X X X X X X 8 *
41 3 1 41 X X X X 4 * Eastbound Westbound Combined Statistics 40 1 4 40 X X X X X 5 * % Over Pace: 10% 6% 12%
39 3 1 39 X X X X 4 P
38 6 6 38 X X X X X X X X X X X X 12 A % In Pace: 78% 66% 71% 37 5 2 37 X X X X X X X 7 C
36 10 5 36 X X X X X X X X X X X X X X X 15 E % Under Pace: 12% 28% 17% 35 2 3 35 X X X X X 5 *
34 1 4 34 X X X X X 5 * Average Speed: 38 MPH 37 MPH 37 MPH 33 3 3 33 X X X X X X 6 *
32 1 2 32 X X X 3 Pace Speed: 33 - 42 MPH 34 - 43 MPH 33 - 42 MPH 31 4 3 31 X X X X X X X 7
30 1 3 30 X X X X 4
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 31 MPH 32 MPH 28 0 2 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Centralia Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Elaine Avenue - Norwalk Boulevard
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 2 47 X X 2 Date:
46 1 1 46 X X 2
45 0 3 45 X X X 3
44 1 3 44 X X X X 4 Time
43 2 0 43 X X 2 From: 1:50
42 3 2 42 X X X X X 5 *
41 3 2 41 X X X X X 5 * Time
40 5 4 40 X X X X X X X X X 9 * To: 2:10
39 4 3 39 X X X X X X X 7 P
38 7 4 38 X X X X X X X X X X X 11 A Existing
37 2 6 37 X X X X X X X X 8 C Speed Limit: 35 MPH
36 3 4 36 X X X X X X X 7 E
35 5 7 35 X X X X X X X X X X X X 12 *
34 5 3 34 X X X X X X X X 8 *
33 3 2 33 X X X X X 5 *
32 1 2 32 X X X 3
31 3 0 31 X X X 3 Eastbound Westbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 8% 18% 13%
29 0 1 29 X 1
28 1 0 28 X 1 % In Pace: 80% 74% 77%
27 1 0 27 X 1
26 0 0 26 0 % Under Pace: 12% 8% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 38 MPH 38 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 33 - 42 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 44 MPH 42 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Civic Center Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Juan Avenue - Norwalk Boulevard
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:25
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:50
39 0 1 39 X 1
38 4 3 38 X X X X X X X 7 * Existing
37 4 1 37 X X X X X 5 * Speed Limit: N / P MPH
36 3 0 36 X X X 3 *
35 4 3 35 X X X X X X X 7 P
34 4 3 34 X X X X X X X 7 A
33 2 3 33 X X X X X 5 C
32 2 1 32 X X X 3 E
31 4 5 31 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 30 6 5 30 X X X X X X X X X X X 11 * % Over Pace: 0% 16% 1% 29 5 4 29 X X X X X X X X X 9 *
28 1 4 28 X X X X X 5 % In Pace: 76% 70% 66%
27 2 0 27 X X 2
26 2 3 26 X X X X X 5 % Under Pace: 24% 14% 33%
25 2 7 25 X X X X X X X X X 9
24 2 2 24 X X X X 4 Average Speed: 31 MPH 29 MPH 30 MPH 23 1 0 23 X 1
22 1 3 22 X X X X 4 Pace Speed: 29 - 38 MPH 25 - 34 MPH 29 - 38 MPH 21 1 1 21 X X 2
20 0 0 20 0
19 0 1 19 X 1 15th Percentile / Critical Speed: 26 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 29 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Civic Center Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Pioneer Boulevard - Juan Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:25
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 1 1 32 X X 2
31 0 1 31 X 1 Eastbound Westbound Combined Statistics
30 1 2 30 X X X 3 % Over Pace: 8% 4% 14%
29 0 4 29 X X X X 4
28 2 2 28 X X X X 4 % In Pace: 86% 84% 83%
27 4 5 27 X X X X X X X X X 9 *
26 6 3 26 X X X X X X X X X 9 * % Under Pace: 6% 12% 3% 25 5 3 25 X X X X X X X X 8 *
24 5 6 24 X X X X X X X X X X X 11 P Average Speed: 23 MPH 24 MPH 23 MPH 23 2 2 23 X X X X 4 A
22 6 5 22 X X X X X X X X X X X 11 C Pace Speed: 18 - 27 MPH 21 - 30 MPH 18 - 27 MPH 21 3 10 21 X X X X X X X X X X X X X 13 E
20 3 0 20 X X X 3 *
19 3 3 19 X X X X X X 6 * 15th Percentile / Critical Speed: 18 MPH 21 MPH 19 MPH 18 6 3 18 X X X X X X X X X 9 *
17 1 0 17 X 1 50th Percentile / Critical Speed: 23 MPH 24 MPH 24 MPH 16 2 0 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 27 MPH 29 MPH 27 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/21/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Claretta Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: 211th Street - 214th Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:25
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:50
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 1 1 34 X X 2
33 1 0 33 X 1
32 1 0 32 X 1
31 5 0 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 6 2 30 X X X X X X X X 8 * % Over Pace: 6% 6% 4%
29 2 3 29 X X X X X 5 *
28 5 4 28 X X X X X X X X X 9 P % In Pace: 88% 92% 85%
27 7 9 27 X X X X X X X X X X X X X X X X 16 A
26 6 3 26 X X X X X X X X X 9 C % Under Pace: 6% 2% 11% 25 3 8 25 X X X X X X X X X X X 11 E
24 1 3 24 X X X X 4 * Average Speed: 27 MPH 25 MPH 26 MPH 23 6 6 23 X X X X X X X X X X X X 12 *
22 3 3 22 X X X X X X 6 * Pace Speed: 22 - 31 MPH 20 - 29 MPH 22 - 31 MPH 21 2 3 21 X X X X X 5
20 0 4 20 X X X X 4
19 1 0 19 X 1 15th Percentile / Critical Speed: 23 MPH 21 MPH 22 MPH 18 0 1 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 25 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 31 MPH 28 MPH 30 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Claretta Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Farlow Street - Carson Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 3:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 4:00
39 0 0 39 0
38 0 1 38 X 1 Existing
37 1 1 37 X X 2 Speed Limit: N / P MPH
36 0 2 36 X X 2
35 0 2 35 X X 2
34 0 5 34 X X X X X 5
33 2 3 33 X X X X X 5
32 2 4 32 X X X X X X 6 *
31 2 2 31 X X X X 4 * Northbound Southbound Combined Statistics 30 3 4 30 X X X X X X X 7 * % Over Pace: 6% 12% 17%
29 5 2 29 X X X X X X X 7 P
28 4 2 28 X X X X X X 6 A % In Pace: 88% 70% 75%
27 10 6 27 X X X X X X X X X X X X X X X X 16 C
26 5 2 26 X X X X X X X 7 E % Under Pace: 6% 18% 8%
25 6 5 25 X X X X X X X X X X X 11 *
24 4 1 24 X X X X X 5 * Average Speed: 27 MPH 29 MPH 28 MPH 23 3 3 23 X X X X X X 6 *
22 1 1 22 X X 2 Pace Speed: 23 - 32 MPH 25 - 34 MPH 23 - 32 MPH 21 1 2 21 X X X 3
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 24 MPH 23 MPH 24 MPH 18 0 2 18 X X 2
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 29 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 34 MPH 33 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Juan Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Carson Street - 214th Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:50
39 0 0 39 0
38 1 0 38 X 1 Existing
37 3 0 37 X X X 3 Speed Limit: N / P MPH
36 1 1 36 X X 2
35 0 0 35 0
34 1 2 34 X X X 3
33 1 0 33 X 1
32 1 4 32 X X X X X 5 *
31 9 2 31 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 30 6 0 30 X X X X X X 6 * % Over Pace: 16% 18% 10%
29 1 7 29 X X X X X X X X 8 P
28 3 2 28 X X X X X 5 A % In Pace: 76% 80% 76%
27 3 4 27 X X X X X X X 7 C
26 2 4 26 X X X X X X 6 E % Under Pace: 8% 2% 14%
25 6 6 25 X X X X X X X X X X X X 12 *
24 2 3 24 X X X X X 5 * Average Speed: 28 MPH 26 MPH 27 MPH 23 4 7 23 X X X X X X X X X X X 11 *
22 2 0 22 X X 2 Pace Speed: 22 - 31 MPH 20 - 29 MPH 23 - 32 MPH 21 1 5 21 X X X X X X 6
20 0 2 20 X X 2
19 0 1 19 X 1 15th Percentile / Critical Speed: 23 MPH 21 MPH 23 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 26 MPH 27 MPH 16 2 0 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Norwalk Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 214th Street - Centralia Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:25
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:45
49 1 0 49 X 1
48 1 0 48 X 1 Existing
47 2 0 47 X X 2 Speed Limit: 35 MPH
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0
43 0 0 43 0
42 5 2 42 X X X X X X X 7
41 0 1 41 X 1 Northbound Southbound Combined Statistics 40 4 3 40 X X X X X X X 7 * % Over Pace: 18% 6% 12%
39 2 6 39 X X X X X X X X 8 *
38 2 5 38 X X X X X X X 7 * % In Pace: 74% 88% 81%
37 4 4 37 X X X X X X X X 8 P
36 5 2 36 X X X X X X X 7 A % Under Pace: 8% 6% 7%
35 4 4 35 X X X X X X X X 8 C
34 5 5 34 X X X X X X X X X X 10 E Average Speed: 36 MPH 35 MPH 36 MPH 33 3 4 33 X X X X X X X 7 *
32 5 6 32 X X X X X X X X X X X 11 * Pace Speed: 31 - 40 MPH 31 - 40 MPH 31 - 40 MPH 31 3 5 31 X X X X X X X X 8 *
30 1 1 30 X X 2
29 2 2 29 X X X X 4 15th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 39 MPH 40 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Norwalk Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: 223rd Street - Carson Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:25
49 0 0 49 0
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 0 1 46 X 1
45 3 2 45 X X X X X 5
44 3 2 44 X X X X X 5
43 0 1 43 X 1
42 5 1 42 X X X X X X 6 *
41 3 0 41 X X X 3 * Northbound Southbound Combined Statistics 40 1 1 40 X X 2 * % Over Pace: 14% 14% 13%
39 2 1 39 X X X 3 P
38 6 6 38 X X X X X X X X X X X X 12 A % In Pace: 70% 80% 73% 37 2 5 37 X X X X X X X 7 C
36 7 8 36 X X X X X X X X X X X X X X X 15 E % Under Pace: 16% 6% 14% 35 4 7 35 X X X X X X X X X X X 11 *
34 3 5 34 X X X X X X X X 8 * Average Speed: 38 MPH 36 MPH 37 MPH 33 2 4 33 X X X X X X 6 *
32 4 0 32 X X X X 4 Pace Speed: 33 - 42 MPH 31 - 40 MPH 33 - 42 MPH 31 1 3 31 X X X X 4
30 2 1 30 X X X 3
29 1 1 29 X X 2 15th Percentile / Critical Speed: 32 MPH 33 MPH 33 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 40 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Norwalk Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Carson Street - 214th Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:05
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0
43 1 0 43 X 1
42 3 1 42 X X X X 4
41 2 1 41 X X X 3 Northbound Southbound Combined Statistics 40 1 0 40 X 1 % Over Pace: 14% 8% 15%
39 4 2 39 X X X X X X 6
38 5 3 38 X X X X X X X X 8 * % In Pace: 68% 84% 76%
37 1 5 37 X X X X X X 6 *
36 4 1 36 X X X X X 5 * % Under Pace: 18% 8% 9%
35 3 5 35 X X X X X X X X 8 P
34 4 4 34 X X X X X X X X 8 A Average Speed: 34 MPH 33 MPH 34 MPH 33 5 5 33 X X X X X X X X X X 10 C
32 2 6 32 X X X X X X X X 8 E Pace Speed: 30 - 39 MPH 29 - 38 MPH 29 - 38 MPH 31 4 7 31 X X X X X X X X X X X 11 *
30 2 2 30 X X X X 4 *
29 4 4 29 X X X X X X X X 8 * 15th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 28 0 1 28 X 1
27 1 2 27 X X X 3 50th Percentile / Critical Speed: 34 MPH 33 MPH 33 MPH 26 4 0 26 X X X X 4
25 0 1 25 X 1 85th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Norwalk Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: South City Limits - 223rd Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:25
52 1 0 52 X 1
51 3 0 51 X X X 3 Time
50 0 0 50 0 To: 11:45
49 1 1 49 X X 2
48 1 1 48 X X 2 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 3 1 46 X X X X 4
45 1 0 45 X 1
44 4 1 44 X X X X X 5 *
43 2 1 43 X X X 3 *
42 1 2 42 X X X 3 *
41 9 4 41 X X X X X X X X X X X X X 13 P Northbound Southbound Combined Statistics 40 4 6 40 X X X X X X X X X X 10 A % Over Pace: 22% 8% 15% 39 3 9 39 X X X X X X X X X X X X 12 C
38 5 7 38 X X X X X X X X X X X X 12 E % In Pace: 72% 84% 77% 37 3 4 37 X X X X X X X 7 *
36 4 2 36 X X X X X X 6 * % Under Pace: 6% 8% 8%
35 1 5 35 X X X X X X 6 *
34 1 2 34 X X X 3 Average Speed: 42 MPH 38 MPH 40 MPH
33 1 0 33 X 1
32 0 1 32 X 1 Pace Speed: 36 - 45 MPH 34 - 43 MPH 35 - 44 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 2 29 X X 2 15th Percentile / Critical Speed: 37 MPH 35 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 41 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pioneer Boulevard
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Carson Street - 215th Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:25
49 0 0 49 0
48 0 0 48 0 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 3 45 X X X X 4
44 2 0 44 X X 2
43 4 1 43 X X X X X 5 *
42 2 3 42 X X X X X 5 *
41 5 5 41 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 40 0 2 40 X X 2 P % Over Pace: 10% 8% 9%
39 4 7 39 X X X X X X X X X X X 11 A
38 4 3 38 X X X X X X X 7 C % In Pace: 68% 72% 70%
37 4 0 37 X X X X 4 E
36 3 6 36 X X X X X X X X X 9 * % Under Pace: 22% 20% 21% 35 5 4 35 X X X X X X X X X 9 *
34 3 5 34 X X X X X X X X 8 * Average Speed: 37 MPH 37 MPH 37 MPH 33 2 0 33 X X 2
32 4 3 32 X X X X X X X 7 Pace Speed: 34 - 43 MPH 34 - 43 MPH 34 - 43 MPH 31 2 2 31 X X X X 4
30 1 1 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 1 2 28 X X X 3
27 0 1 27 X 1 50th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pioneer Boulevard
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Civic Center Drive - Carson Street 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:20
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:05
39 0 0 39 0
38 0 2 38 X X 2 Existing
37 0 1 37 X 1 Speed Limit: 30 MPH
36 0 0 36 0
35 0 1 35 X 1
34 2 0 34 X X 2
33 3 3 33 X X X X X X 6 *
32 4 5 32 X X X X X X X X X 9 *
31 4 4 31 X X X X X X X X 8 * Northbound Southbound Combined Statistics 30 4 6 30 X X X X X X X X X X 10 P % Over Pace: 4% 8% 6% 29 5 6 29 X X X X X X X X X X X 11 A
28 6 6 28 X X X X X X X X X X X X 12 C % In Pace: 88% 82% 85% 27 8 3 27 X X X X X X X X X X X 11 E
26 3 4 26 X X X X X X X 7 * % Under Pace: 8% 10% 9%
25 3 4 25 X X X X X X X 7 *
24 4 0 24 X X X X 4 * Average Speed: 28 MPH 29 MPH 28 MPH 23 0 2 23 X X 2
22 0 1 22 X 1 Pace Speed: 24 - 33 MPH 25 - 34 MPH 24 - 33 MPH 21 3 2 21 X X X X X 5
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 24 MPH 25 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 29 MPH 28 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Pioneer Boulevard
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: South City Limits - Civic Center Drive 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 9:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 1 33 X 1
32 0 0 32 0
31 2 0 31 X X 2 Northbound Southbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 0% 4% 4%
29 2 1 29 X X X 3 *
28 2 2 28 X X X X 4 * % In Pace: 88% 92% 90%
27 2 9 27 X X X X X X X X X X X 11 *
26 3 4 26 X X X X X X X 7 P % Under Pace: 12% 4% 6%
25 8 5 25 X X X X X X X X X X X X X 13 A
24 10 6 24 X X X X X X X X X X X X X X X X 16 C Average Speed: 24 MPH 24 MPH 24 MPH 23 8 4 23 X X X X X X X X X X X X 12 E
22 7 4 22 X X X X X X X X X X X 11 * Pace Speed: 22 - 31 MPH 20 - 29 MPH 20 - 29 MPH 21 1 4 21 X X X X X 5 *
20 1 7 20 X X X X X X X X 8 *
19 2 1 19 X X X 3 15th Percentile / Critical Speed: 22 MPH 20 MPH 21 MPH 18 2 1 18 X X X 3
17 0 0 17 0 50th Percentile / Critical Speed: 24 MPH 24 MPH 24 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/20/24
MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Wardham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: 221st Street - 226th Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 3:00
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 0 0 36 0
35 0 0 35 0
34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 1 0 31 X 1 Northbound Southbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 13% 6% 12%
29 1 0 29 X 1
28 2 0 28 X X 2 % In Pace: 77% 77% 77%
27 2 1 27 X X X 3
26 3 2 26 X X X X X 5 * % Under Pace: 10% 17% 11%
25 1 3 25 X X X X 4 *
24 3 6 24 X X X X X X X X X 9 * Average Speed: 22 MPH 21 MPH 22 MPH 23 3 5 23 X X X X X X X X 8 P
22 1 3 22 X X X X 4 A Pace Speed: 18 - 27 MPH 17 - 26 MPH 17 - 26 MPH 21 3 0 21 X X X 3 C
20 1 2 20 X X X 3 E
19 2 2 19 X X X X 4 * 15th Percentile / Critical Speed: 18 MPH 16 MPH 17 MPH 18 5 1 18 X X X X X X 6 *
17 2 3 17 X X X X X 5 * 50th Percentile / Critical Speed: 23 MPH 23 MPH 23 MPH 16 0 2 16 X X 2
15 1 2 15 X X X 3 85th Percentile / Critical Speed: 27 MPH 25 MPH 26 MPH 14 0 0 14 0
13 0 1 13 X 1
12 0 1 12 X 1
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 31 35 GRAND TOTALS 66
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hawaiian Gardens
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/19/24
2024 CITYWIDE ENGINEERING & TRAFFIC SURVEY
for SPEED LIMITS

CITY OF HAWAIIAN GARDENS, CA
MINAGAR & ASSOCIATES, INC.

Appendix E
24-Hour Machine Counts (ADT) Traffic Volume Data

Page 1 ends

Hawaiian Gardens City CouncilJuly 10, 2024

Hawaiian Gardens City Council
July 10, 2024