Apple Valley City Council
October 11, 2022

APPLE VALLEY TOWN COUNCIL
AGENDA

Tuesday, October 11, 2022, 6:30 p.m.

Council Chamber

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The meeting will occur in the Council Chamber located at 14955 Dale Evans Parkway in Apple Valley, California.

This is an agenda for the scheduled meeting of the Town of Apple Valley.

This agenda contains a brief description of each item of business to be considered at today’s meeting. In accordance with the Brown Act, this meeting agenda is posted at least 72 hours prior to the regularly scheduled meeting. The agenda, its supporting documents and all writings received by the Town Council related to these items are public records and available for review during regular business hours in the Town Clerk’s office in the Town Council Chamber. The agenda and its supporting documents, along with live and archived video of the meeting, can be viewed online at http://www.applevalley.org. However, the online agenda may not include all available supporting documents or the most current version of documents.

Materials related to an item on this agenda submitted to the Council after distribution of the agenda packet are available for public inspection in the Town Clerk’s Office at 14955 Dale Evans Parkway, Apple Valley, CA during normal business hours. Such documents are also available on the Town of Apple Valley website at www.applevalley.org subject to staff’s ability to post the documents before the meeting.

Items listed on the Consent Calendar are expected to be routine and non-controversial and, unless the Town Council directs that an item be held for further discussion, the entire Consent Calendar will be acted upon as the first item of business. If the Town Council directs that an item listed on the Consent Calendar be held for further discussion, the item will be addressed immediately after approval of the Consent Calendar.

In accordance with the Rules of Procedure, members of the public may address the Town Council on any item on the agenda and on any matter that is within the Town Council’s jurisdiction. To address the Town Council regarding an item, complete and submit the yellow card entitled Request to Speak.

Please indicate on the card whether you are speaking under Public Comments or on an item that is listed on the agenda and please list the item number.

When called, approach the podium and if desired, please state your name before giving your presentation. Speakers may address the Town Council for up to three (3) minutes. Speakers are to address the Town Council as a whole through the Presiding Officer. Comments to individual Council Members and/or staff are not permitted.

Individuals, who demonstrate disruptive conduct during Town Council meetings that prevent the Town Council from conducting its meeting in an orderly manner, are guilty of a misdemeanor as stated in PC403, disrupting a public meeting and are subject to removal from the chamber or arrest.

The Town of Apple Valley recognizes its obligation to provide equal access to those individuals with disabilities. Please contact the Town Clerk’s Office at (760) 240-7000 two working days prior to the scheduled meeting for any requests for reasonable accommodations.

Pages

1. Call to Order

2. Opening Ceremonies

2.1. Invocation
Pastor Joel Brantner - Church of the Valley

2.2. Pledge of Allegiance

2.3. Presentations

2.3.1. Employee of the Quarter - Elizabeth Fratt - Recreation Coordinantor

3. Public Comments

4. Councilmember Committee/Commission/Community Participation 7 Councilmembers to make brief reports on their participation on committees, boards, and commissions on the Town’s behalf since the last meeting.

Councilmembers may also make brief reports on their community participation.

No formal action will be taken.

5. Town Council Announcements

5.1. Suggested items for next Agenda

5.2. Time, Date & Place for Next Town Council Regular or Special Meeting A. Regular Meeting - October 25, 2022 - Council Chambers Regular Session at 6:30 p.m.

6. Town Council Consent Agenda
Recommended Motion:

To approve the Consent Calendar items numbered 6.1-6.4 as recommended.

6.1. APPROVAL OF MINUTES 9
That the Town Council approve the subject minutes as part of the consent agenda.

6.2. SEPTEMBER 2022 COMMERCIAL WARRANTS AND WIRE

TRANSFER SCHEDULES
16 That the Town Council receive, ratify, and file the Commercial Warrants and Wire Transfer Schedules as presented.

6.3. SEPTEMBER 2022 PAYROLL/BENEFITS WARRANTS SCHEDULE 32 That the Town Council receive, ratify and file the payroll/benefits warrants as presented.

6.4. AWARD OF A CONTRACT, COLD MIX OVERLAY 2022 34
Award a contract to Calmex Engineering, Inc. for the Cold Mix Overlay 2022 Project subject to "Approval as to Form" by the Town Attorney and "Approval as to Content" by the Town Manager;

7. Public Hearings

7.1. AN ORDINANCE OF THE TOWN COUNCIL OF THE OF THE TOWN OF APPLE VALLEY, CALIFORNIA, AMENDING TITLE 8 OF THE

TOWN OF APPLE VALLEY MUNICIPAL CODE BY AMENDING
CHAPTERS 8.10, 8.12, 8.16, 8.18, 8.21, 8.22, AND 8.26,
38 ADOPTING AS MODIFIED THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE VOLUMS 1, 2 INCLUDING THE APPENDIX AND
STANDARDS, THE 2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE, THE 2022 EDITION OF THE CALIFORNIA PLUMBING CODE, THE 2022 EDITION OF THE CALIFORNIA MECHANICAL CODE, THE 2022 EDITION OF THE CALIFORNIA GREEN BUILDING CODE, THE 2022 EDITION OF THE CALIFORNIA RESIDENTIAL CODE, THE 2022

EDITION CALIFORNIA ENERGY CODE AND ADOPTING OTHER
REGULATIONS RELATING TO BUILDING REQUIREMENTS.

Determine that, pursuant to section 15061(b)(3) of the State Guidelines to Implement the California Environmental Quality Act (CEQA), the project is exempt from environmental review, stating that the activity is covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question, the proposed Code Amendment, may have a significant effect on the environment, the activity is not subject to CEQA.

A.

Find the facts presented within the staff report support the required findings for approval of an amendment to the Municipal Code, and adopt the Findings.

B.

Find that the proposed Town Ordinance is consistent with the goals and Objectives of the adopted Town of Apple valley General Plan and that it is necessary to preserve the health, safety and general welfare of the citizens of Apple Valley.

C.

Move to waive the reading of Ordinance No. 558 in its entirety and read by title only.

D.

Introduce Ordinance No. 558, amending Chapters 8.10, 8. 12 &

8.22 of the Municipal Code as it relates to the adoption of the California Code of Regulations, Title 24, Parts 1-12.

E.

F. Direct staff to file a Notice of Exemption.

7.2. INTRODUCE ORDINANCE NO. 559” AN ORDINANCE OF THE TOWN

COUNCIL OF THE TOWN OF APPLE VALLEY, CALIFORNIA,
AMENDING CHAPTER 12.20., ENTITLED “SPECIAL SPEED LIMITS” OF TITLE 12 OF THE TOWN OF APPLE VALLEY MUNICIPAL CODE” 57 Move to waive the reading of Ordinance 559 in its entirety and read by title only.

A.

Move to Introduce No. 559 An Ordinance of the Town Council of the Town of Apple Valley, California, amending Chapter 12.20., entitled “special speed limits” of Title 12 of the Town of Apple Valley Municipal Code.”
B.

7.3. Adoption of the Village Specific Plan and associated Environmental Impact Report (EIR) - General Plan Amendment No. 2021-002; Zone Change No. 2021-001; Specific Plan No. 2021-001
172
Based upon the information contained within this report, and any input received from the public at the hearing, the Planning Commission recommends that the Town Council move to:

A. Adopt environmental findings and a Statement of Overriding Considerations, certify the Final Environmental Impact Report (SCH No. 2021110271), and adopt a Mitigation Monitoring and Reporting Program for the Village Specific Plan.

B. Approve GPA No. 2021-002; ZC No. 2021-001; SP No. 2021-001 This General Plan Amendment will represent the 2nd General Plan Amendment Cycle

8. Business of the Council

8.1. SECOND AMENDMENT TO CONTRACT BETWEEN THE TOWN OF
APPLE VALLEY AND DOUGLAS B. ROBERTSON, TOWN MANAGER
302
Approval of the Second Amendment to the Employment Agreement between the Town of Apple Valley and Douglas Robertson.

9. Reports, Requests and Communications

10. Town Manager’s Comments & Legislative Update

11. Closed Session
Recommended Motion:

To Adjourn the regular meeting to move into Closed Session at TIME to discuss the following:

11.1. CLOSED SESSION 313
CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
(Paragraph (1) of subdivision (d) of Section 54956.9) Name of Case:

Nerses Shahinyan v. Town of Apple Valley, San Bernardino Superior Court, Case No. CIVSB2203397

12. Adjournment
Recommended Motion:

To adjourn the meeting of the Apple Valley Town Council at TIME.

TOWN OF APPLE VALLEY

TOWN COUNCIL SERVING ON BOARDS, COMMITTEES & COMMISSIONS

CITIZEN ADVISORY COMMITTEES

HISTORICAL ADVISORY COMMITTEE (HAC)
Council Member Cusack
Meets every 2nd Tuesday of each month at 9:00 a.m.,
(location may vary)

SPECIAL ADVISORY COMMITTEES
DISASTER PREPAREDNESS*
Mayor - Chairman
Meets quarterly at 1:30 p.m., Town of Apple Valley
Conference Center - Development Services Building
14975 Dale Evans Parkway, Apple Valley.

TRAFFIC ADVISORY COMMITTEE (TAC)
Council Member Nassif
As needed.

Town Council Chambers

TOWN PERSONNEL COMMITTEE
Council Member Nassif
Mayor Pro Tem Bishop
Meets as Needed

PARK AND RECREATION ADVISORY COMMITTEE
Council Member Nassif
Council Member Emick

AD HOC COMMITTEES

APPLE VALLEY ROAD AD HOC COMMITTEE
Council Member Nassif

VILLAGE MERCHANTS AD HOC COMMITTEE
Council Member Emick

AGENCY - BOARDS/COMMITTEES &

COMMISSIONS

CALIFORNIA JOINT POWERS INSURANCE

AUTHORITY (CJPIA)
Council Member Nassif – Director
Exec. Committee meets every 4th Wednesday of each
month at 7:00 p.m., La Palma, CA.

CAL CITIES/DESERT MOUNTAIN DIVISION (DMD)
Council Member Nassif- Voting Delegate
Mayor Pro Tem Bishop – Alternate
Meets as needed, rotating cities.

MOJAVE DESERT AIR QUALITY MANAGEMENT

DISTRICT (MDAQMD)
Mayor Leon-– Delegate
Council Member Emick – Alternate
Meets every 4th Monday of each month at 10:00 a.m.,
14306 Park Avenue, Victorville

MOJAVE DESERT AND MOUNTAIN RECYCLING

AUTHORITY
Council Member Cusack – Delegate
Mayor Pro Tem Bishop – Alternate
Meets quarterly on the 2nd Thursday February, May,
August and November at 10:00 a.m.
at the Materials Recovery Facility, 17000 Abbey Lane,
Victorville

SAN BERNARDINO COUNTY TRANSPORTATION

AUTHORITY (SBCTA)
Mayor Pro Tem Bishop - Board Member
Council Member Cusack – Alternate
Meets 2nd Wednesday of each month at 9:00 a.m.,
I10/I15 Corridor meets 2nd Thursday at 10:00 a.m.
1170 West 3rd St.

San Bernardino

SOLID WASTE ADVISORY TASK FORCE (SWAT)
Council Member Cusack – Committee Member
Julie Ryan - Alternate
Meets as needed on Wednesdays at 1:30 p.m.

Sam J. Racadio Library & Environmental Learning
Center Community Room 7863 Central Ave. Highland

VICTOR VALLEY ECONOMIC DEVELOPMENT

AUTHORITY (VVEDA)
(George Air Force Base Reuse Task Force)
Council Member Emick – Commissioner
Mayor Pro Tem Bishop – Alternate
Meets every 2nd Wednesday of each quarter at 5:00
p.m., SCLA

VICTOR VALLEY TRANSIT AUTHORITY (VVTA)
Council Member Emick – Representative
Mayor Leon - Alternate
Meets every 3rd Monday of each month at 9:30 a.m.,
Victorville City Hall

VICTOR VALLEY WASTE WATER RECLAMATION

AUTHORITY (VVWRA)
Council Member Nassif – Commissioner
Mayor Pro Tem Bishop – Alternate
Meets every 3rd Thursday at 7:30 a.m.

VVWRA Offices

GREATER HIGH DESERT CHAMBERS

GOVERNMENTAL RELATIONS COMMITTEE
Mayor Pro Tem Bishop – Representative
Council Member Cusack – Alternate
*These Boards, Committees and
Commissions require the Mayor to serve
as the representative.

Town Council Agenda Report
Date: October 11, 2022
To: Honorable Mayor and Town Council
Subject: APPROVAL OF MINUTES

From: Douglas Robertson, Town Manager
Submitted by: La Vonda M-Pearson, Director of Government Services/Town Clerk Budgeted Item: Yes No N/A

RECOMMENDED ACTION
That the Town Council approve the subject minutes as part of the consent agenda.

SUMMARY:

A. Regular Meeting September 27, 2022

1 Apple Valley Town Council

MINUTES
September 27, 2022, 6:30 p.m.

Council Chamber
Members Present: Mayor Kari Leon
Mayor Pro Tem Art Bishop
Council Member Larry Cusack
Council Member Curt Emick
Council Member Scott Nassif
_____________________________________________________________________

1. Call to Order
Mayor Leon called to order the regular session of the Apple Valley Town Council at 6:30 p.m.

2. Opening Ceremonies

2.1 Invocation
Pastor Jeff Whitney - Apple Valley Church of the Nazarene

2.2 Pledge of Allegiance
The Pledge of Allegiance was led by Council Member Emick.

2.3 Presentations
None.

3. Public Comments
Richard Rorex, Apple Valley, expressed concern regarding the new state requirements for green waste.

Brett Jurgeson, Apple Valley, commented on a neighbor collecting $100 from other neighbors to fund for street light responsibility on Tigertail Road. He questioned the use of the money and if it was required that the homeowners bare that responsibility. He asked the Town Council to look into this matter.

2 A brief discussion ensued in response to these concerns regarding the collection of funds independently from residents to pay for lighting and the history of this payment by previous homeowners.

Raul Lopez, Apple Valley, stated that he has paid the fee for 28 years for lighting maintenance. He too recommended that the Town Council research this matter.

Paul Molina, Apple Valley, explained that his family was in charge of collecting the funds in the neighborhood. He stated that neighbors wanted to ensure that they were not paying double for this service and/or whether the Town was responsible for the maintenance.

Bobby Tarango, Apple Valley, commented on success of the Storm Soccer Club and its participants who all received college scholarships. He thanked the Town Council for their support.

4. Councilmember Committee/Commission/Community Participation Councilmembers to make brief reports on their participation on committees, boards, and commissions on the Town’s behalf since the last meeting.

Councilmembers may also make brief reports on their community participation.

No formal action will be taken.

Council Member Cusack commented on committee meetings and events that he attended.

Council Member Nassif commented on committee meetings and events that he attended.

Mayor Pro Tem Bishop commented on committee meetings and events that he attended.

Council Member Emick commented on committee meetings and events that he attended.

Mayor Leon commented on committee meetings and events that she attended.

5. Town Council Announcements
Mayor Pro Tem Bishop recommended a future item be prepared to discuss parking standards in the Town of Apple Valley.

5.1 Suggested items for next Agenda

5.2 Time, Date & Place for Next Town Council Regular or Special Meeting A. Regular Meeting - October 11, 2022 - Council Chambers Regular Session at 6:30 p.m.

3 6. Town Council Consent Agenda
Council Member Cusack has a remote interest in specific warrants on tonight’s Commercial Warrants dealing with Apple Valley Communications, AV Tech Services or AVCOM Services for the Town of Apple Valley as the owner of these businesses. Therefore, he will be recusing from voting on the warrants for Apple Valley Communications, AV Tech Services and AVCOM Services listed under Agenda Item Number 6.2. In addition, due to his interest in these businesses, Council Member Cusack will be recusing from voting on specific warrants listed under Agenda Item Number 6.2 because these entities are considered sources of income to his businesses. A list of business entities for Council Member Cusack is maintained on file in the Town Clerk’s Office and available for review at the dais.

Council Member Cusack confirmed that he would be recusing from voting on these warrants.

Council Member Nassif has a remote interest in specific warrants on tonight’s Commercial Warrants dealing with NAPA Auto Parts or High Desert Auto Supply for the Town of Apple Valley as the owner of these businesses. Therefore, he will be recusing from voting on the warrants for NAPA Auto Parts and High Desert Auto Supply listed under Agenda Item Number 6.2. In addition, due to his interest in both businesses, Council Member Nassif will also be recusing from voting on specific warrants listed under Agenda Item Number 6.2 because these entities are considered sources of income to his businesses. A list of business entities for Council Member Nassif is maintained on file in the Town Clerk’s Office and available for review at the dais.

Council Member Nassif confirmed that he would be recusing from voting on these warrants.

Mayor Leon has a remote interest in specific warrants on tonight’s Commercial Warrants dealing with Christian Brothers as a source of income to her businesses. Mayor Leon also has a financial interest in warrants dealing with Solution Strategies as a former landlord to this business. Therefore, she will be recusing herself from voting on the warrants for these businesses.

Mayor Leon confirmed that she would be recusing from voting on these items.

Motion by: Council Member Emick
Seconded by: Mayor Pro Tem Bishop
To approve the Consent Calendar items numbered 6.1-6.8 as recommended.

4 Yes (5): Mayor Leon, Mayor Pro Tem Bishop, Council Member Cusack, Council Member Emick, and Council Member Nassif
Carried (5 to 0)

6.1 APPROVAL OF MINUTES
That the Town Council approve the subject minutes as part of the consent agenda.

6.2 AUGUST 2022 COMMERCIAL WARRANTS AND WIRE TRANSFER

SCHEDULES
That the Town Council receive, ratify, and file the Commercial Warrants and Wire Transfer Schedules as presented.

6.3 AUGUST 2022 PAYROLL/BENEFITS WARRANTS SCHEDULE
That the Town Council receive, ratify and file the payroll/benefits warrants as presented.

6.4 APPROVAL OF RESOLUTION NUMBER 2022-36 OF THE TOWN

COUNCIL OF THE TOWN OF APPLE VALLEY, CALIFORNIA,
AMENDING RESOLUTION NO. 2020-50 AND APPROVING AN

AMENDED CONFLICT OF INTEREST CODE

PURSUANT TO THE POLITICAL REFORM ACT BY REFERENCE TO

THE STANDARD CONFLICT OF INTEREST CODE SET FORTH IN
SECTION 18730 OF THE REGULATIONS OF THE FAIR POLITICAL

PRACTICES COMMISSION
That the Town Council adopt Resolution Number 2022-36 - A Resolution of the Town Council of the Town of Apple Valley, California, Approving an Amended Conflict of Interest Code Pursuant to the Political Reform Act of 1974.

6.5 UPDATED MEASURE I FIVE-YEAR PLAN
A. That the Town Council Approve the Updated FY 2021/2022 through 2025/2026 Measure I Five-Year plan
B. Adopt Resolution No 2022-37, “A Resolution of the Town Council of the Town of Apple Valley, State of California, Adopting the Updated Measure I Five-Year Plan”

5 6.6 2023 THROUGH 2024 CAPITAL NEEDS ANALYSIS
A. Approve Fiscal Year 2023/2024 through 2027/2028 Capital Project Needs Analysis
B. Adopt Resolution No 2022-38, Adopting the Measure I Five Year Capital Project Needs Analysis

6.7 APPLICATION TO SAN BERNARDINO COUNTY TRANSPORTATION AUTHORITY (SBCTA) FOR LOCAL TRANSPORTATION FUNDS –
ARTICLE 8 – OTHER PURPOSE CLAIM
Authorize the Town Manager to apply for Local Transportation Funds – Article 8 – Other Purpose Claim in the amount of $432,256 for Fiscal Year 2022-23.

6.8 APPLE VALLEY CHOICE ENERGY - 2021 POWER CONTENT LABEL

AND ATTESTATION
Provide the attestation specified under California’s Power Source Disclosure (PSD) Program, which requires the governing council of a public agency providing retail electric service to endorse the accuracy of each annual report and power content label, as submitted to the California Energy Commission, for the previous year. In the case of Apple Valley Choice Energy (AVCE), such attestations will be based on the California Choice Energy Authority’s (CalChoice) technical review and will address the 2021 Annual Reports and Power Content Labels (PCL) prepared for the AVCE community choice aggregation (CCA) program.

7. Public Hearings

7.1 PROGRAM YEAR 2021-2022 DRAFT CONSOLIDATED ANNUAL

PERFORMANCE EVALUATION REPORT(CAPER)
A. Conduct a public hearing and accept public testimony on the Program Year (PY) 2021-2022 Consolidated Annual Performance Evaluation Report (CAPER).

B. Approve the PY 2021-2022 CAPER.

C. Authorize the Town Manager or his designee to submit the PY 2021-2022 CAPER to the U.S. Department of Housing and Urban Development (HUD), along with any public testimony and changes thereto as directed by the Town Council.

Mayor Leon opened the public hearing at 7:32 p.m.

6 Silvia Urenda, Housing Manager, presented the staff report as filed with the Town Clerk.

There being no requests to speak, Mayor Leon closed the public hearing at 7:36 p.m.

Motion by: Mayor Pro Tem Bishop
Seconded by: Council Member Cusack
A. Approve the PY 2021-2022 CAPER.

B. Authorize the Town Manager or his designee to submit the PY 2021-2022 CAPER to the U.S. Department of Housing and Urban Development (HUD), along with any public testimony and changes thereto as directed by the Town Council.

Yes (5): Mayor Leon, Mayor Pro Tem Bishop, Council Member Cusack, Council Member Emick, and Council Member Nassif
Carried (5 to 0)

8. Business of the Council

9. Reports, Requests and Communications

10. Town Manager’s Comments & Legislative Update
Orlando Acevedo, Assistant Town Manager, provided an update of current events, upcoming events and activities in the Town of Apple Valley.

11. Closed Session
None.

12. Adjournment
To adjourn the meeting of the Apple Valley Town Council at 7:40 p.m.

Kari Leon, Mayor La Vonda M-Pearson, Town Clerk

Town Council Agenda Report
Date: October 11, 2022
To: Honorable Mayor and Town Council
Subject: SEPTEMBER 2022 COMMERCIAL WARRANTS AND WIRE

TRANSFER SCHEDULES

From: Douglas Robertson, Town Manager
Submitted by: Sydnie Harris, Director of Finance
Budgeted Item: Yes No N/A

RECOMMENDED ACTION
That the Town Council receive, ratify, and file the Commercial Warrants and Wire Transfer Schedules as presented.

BACKGROUND
Pursuant to the Town’s Municipal Code the attached demands were presented by the departments, audited by the Finance Department and subsequent warrants/wire transfers were issued. All were found to be in conformity to Town policies and procedures and funds were budgeted or available to pay said demands. List of commercial warrants and wire transfers are now being presented to Council for approval.

SUMMARY
Commercial warrants were issued from September 1 through September 30, 2022 in the amount of $4,501,164.43 covering issued warrant #’s 155454 – 155955. Also, wire transfers were made from September 1 through September 30, 2022 in the amount of $0.

The claims and/or demands covered by the attached list of warrants and wire transfers were audited as to the accuracy and availability of funds for payment thereof and said claims and/or demands are accurate and the funds were available for payment thereof.

FISCAL IMPACT
502 Commercial Warrants were issued in the amount of $4,501,164.43 0 Wire Transfer payments were issued in the amount of $0

ATTACHMENTS
A. September Commerical Warrants

Check # Date Vendor Description Check Total
155454 09/01/2022 VOIDED VOIDED 0.00
155455 09/01/2022 VOIDED VOIDED 0.00
155456 09/01/2022 VOIDED VOIDED 0.00
155457 09/01/2022 VOIDED VOIDED 0.00
155458 09/01/2022 VOIDED VOIDED 0.00
155459 09/01/2022 VOIDED VOIDED 0.00
155460 09/01/2022 VOIDED VOIDED 0.00
155461 09/01/2022 VOIDED VOIDED 0.00
155462 09/01/2022 VOIDED VOIDED 0.00
155463 09/01/2022 VOIDED VOIDED 0.00
155464 09/01/2022 VOIDED VOIDED 0.00
155465 09/01/2022 VOIDED VOIDED 0.00
155466 09/01/2022 VOIDED VOIDED 0.00
155467 09/01/2022 VOIDED VOIDED 0.00
155468 09/01/2022 VOIDED VOIDED 0.00
155469 09/01/2022 VOIDED VOIDED 0.00
155470 09/01/2022 VOIDED VOIDED 0.00
155471 09/01/2022 VOIDED VOIDED 0.00
155472 09/01/2022 VOIDED VOIDED 0.00
155473 09/01/2022 VOIDED VOIDED 0.00
155474 09/01/2022 VOIDED VOIDED 0.00
155475 09/01/2022 VOIDED VOIDED 0.00
155476 09/01/2022 VOIDED VOIDED 0.00
155477 09/01/2022 VOIDED VOIDED 0.00
155478 09/01/2022 VOIDED VOIDED 0.00
155479 09/01/2022 VOIDED VOIDED 0.00
155480 09/01/2022 VOIDED VOIDED 0.00
155481 09/01/2022 VOIDED VOIDED 0.00
155482 09/01/2022 VOIDED VOIDED 0.00
155483 09/01/2022 VOIDED VOIDED 0.00
155484 09/01/2022 VOIDED VOIDED 0.00
155485 09/01/2022 VOIDED VOIDED 0.00
Town of Apple Valley
Commercial Warrants
Month of September 2022

155486 09/01/2022 VOIDED VOIDED 0.00
155487 09/01/2022 VOIDED VOIDED 0.00
155488 09/01/2022 VOIDED VOIDED 0.00
155489 09/01/2022 VOIDED VOIDED 0.00
155490 09/01/2022 VOIDED VOIDED 0.00
155491 09/01/2022 VOIDED VOIDED 0.00
155492 09/01/2022 VOIDED VOIDED 0.00
155493 09/01/2022 VOIDED VOIDED 0.00
155494 09/01/2022 022400 KYLE ADCOCK DOT PHYSICAL FOR CLASS B LICENSE 40.00 155495 09/01/2022 000096 ADSCOT PEST CONTROL INC. MONTHLY SERVICE 135.00 155496 09/01/2022 021342 AMAZON CAPITAL SERVICES USB C TO DP ADAPTER 5,263.47 155497 09/01/2022 022419 AMERICAN FLEET SERVICE SWEEPER SERVICE 2,312.52 155498 09/01/2022 000143 APPLE VALLEY ANIMAL HOSPITAL SPAY/NEUTER 150.00 155499 09/01/2022 000154 APPLE VALLEY COMMUNICATION INC AVCOM - PANIC BUTTON ADD 652.65 155500 09/01/2022 001864 APPLE VALLEY TIRE #67 FLAT REPAIR 20.00 155501 09/01/2022 000193 RICHARD BATTISTA AUGUST 2ND HALF 1,469.10 155502 09/01/2022 022598 BURRTEC WASTE INDUSTRIES, INC TIRES 11,281.08 155503 09/01/2022 018736 CACEO 2022 CODE CONFERENCE KATHY

HARROWER
1,275.00
155504 09/01/2022 000258 CALIFORNIA SECRETARY OF STATE PLEASE PROCESS CHECK REQUEST FOR NOTARY EXAM.

40.00 155505 09/01/2022 000258 CALIFORNIA SECRETARY OF STATE PAYMENT FOR NOTARY EXAM. 40.00 155506 09/01/2022 000777 COUNTY OF SAN BERNARDINO JULY 2022 136,973.16 155507 09/01/2022 024373 ENRICO/ JUDITH E/ J KERR 06-17-22 34 40.00 155508 09/01/2022 001558 HAAKER EQUIPMENT CO SWEEPER MAINTENANCE 3,030.88 155509 09/01/2022 024435 RONALD & EUGENIA HALLIDAY 08-02-2022 2 40.00 155510 09/01/2022 009475 HESPERIA OUTDOOR POWER EQUIP PRO BYPASS PRUNER AND PRUNING SAW 90.28 155511 09/01/2022 023335 HOME DEPOT CREDIT SEVICES MISC SHOP ITEMS 44.21 155512 09/01/2022 000977 IDEXX DISTRIBUTION, INC PARVO TEST 655.12 155513 09/01/2022 024372 LAURA JOHNSON 07-13-2022 13 40.00 155514 09/01/2022 007034 KONICA MINOLTA KONICA - FLEET - AUG 6,051.88 155515 09/01/2022 006565 KONICA MINOLTA BUSINESS KONICA C4080 USAGE - AUG 77.64 155516 09/01/2022 021345 KONICA MINOLTA PREMIER FINANCE KONICA - C4080 BASE - JUL/AUG 1,833.92 155517 09/01/2022 020577 LEE & RO, INC. JESS RANCH LIFT STATION FEASIBILITY

AND DESIGN PROJECT
37,720.98
155518 09/01/2022 017237 LOGICALIS SMARTNET RENEWAL 22,087.00 155519 09/01/2022 005351 LOWE'S (LAR) BATTERY BUCKETS 654.71 155520 09/01/2022 020095 MATRIX AUDIO VISUAL DESIGNS MATRIXAV - COUNCIL MIC UPGRADE 2,053.95 155521 09/01/2022 000637 MOJAVE COPY AND PRINTING, INC. BANNER 231.71

155522 09/01/2022 002368 MWI ANIMAL HEALTH MEDS 7,557.06 155523 09/01/2022 023410 ODP BUSINESS SOLUTIONS, LLC SUPPLIES 178.85 155524 09/01/2022 008206 O'REILLY AUTO PARTS OIL FILTER, AIR FILTER 86.03 155525 09/01/2022 008771 PRUDENTIAL OVERALL SUPPLY UNIFORMS STREETS AND WW 66.92 155526 09/01/2022 015313 SILVER VALLEY PROPANE PROPANE 198.90 155527 09/01/2022 018717 SPECTRUM SPECTRUM - GOLF - AUG 497.75 155528 09/01/2022 007717 SPLATTERED INK, LLC SHIRT EMBROIDERY - CODE

ENFORCEMENT
597.39
155529 09/01/2022 018390 SUMMIT SAFETY LLC SAFETY AND SURVEYOR VESTS 60.83 155530 09/01/2022 001332 TERRA NOVA PLANNING & RESEARCH APPLE VALLEY SPECIFIC PLAN PROJECT - 8,202.41 155531 09/01/2022 002217 UNITED ROTARY BRUSH CORP. BRUSH FOR SWEEPER 609.33 155532 09/01/2022 024436 MARISSA WHITE REFUND 140.00
155533 09/01/2022 001154 YUNEX TRAFFIC TRAFFIC SIGNAL MAINTENANCE SERVICES PW2018-01 CONTRACT EXTENSION
3,191.99
155534 09/01/2022 000102 ALBERTSONS LLC SUPPLIES 109.12 155535 09/01/2022 021342 AMAZON CAPITAL SERVICES Canopy Weights 366.61 155536 09/01/2022 008806 APPLE VALLEY PRINTING ENVELOPES 531.21 155537 09/01/2022 001864 APPLE VALLEY TIRE VEHICLE MAINTENANCE 20.00 155538 09/01/2022 000914 CAPITAL ONE SUPPLIES 226.90
155539 09/01/2022 000088 CHARLES ABBOTT ASSOCIATES BUILDING & SAFETY SERVICE-JUNE 190,747.77 155540 09/01/2022 000904 CITY OF VICTORVILLE HOME REIMB FOR SENIOR HOME REPAIR FOR FY20/21 ACTIVITIES
95,454.13
155541 09/01/2022 012720 DEAN HOWARD HEAT & AIR INC. HVAC SERVICE 3,855.00 155542 09/01/2022 PERMIT REFUND PERMIT REFUND 501.62
155543 09/01/2022 001311 DUNN EDWARDS CORPORATION PAINT 719.01 155544 09/01/2022 000387 EDISON COMPANY 7/22-8/21 341.92 155545 09/01/2022 008559 FUN EXPRESS SUPPLIES 287.64
155546 09/01/2022 000679 G.A. OSBORNE PIPE & SUPPLY MATERIALS 1,842.47 155547 09/01/2022 021810 GREINES, MARTIN, STEIN LEGAL SERVICE 5,286.50 155548 09/01/2022 023465 KWAN HEARNS CONCERTS IN COURTYARD 500.00 155549 09/01/2022 000488 HIGH DESERT LASER GRAPHICS PLAQUE 48.40 155550 09/01/2022 012567 HITT CONSTRUCTION CO., INC. REPAIR TRACTOR BUCKET 5,550.00 155551 09/01/2022 023175 HOME DEPOT CREDIT SEVICES MATERIALS 63.68 155552 09/01/2022 000520 IMPERIAL SPRINKLER SUPPLY MATERIALS 785.06 155553 09/01/2022 000168 LIBERTY UTILITIES 7/21-8/22 13,585.51 155554 09/01/2022 005351 LOWE'S (LAR) SUPPLIES 2,220.31 155555 09/01/2022 015206 MDG ASSOCIATES INC PREPARATION OF FIRST TIME BUYER

PROGRAM
15,000.00

155556 09/01/2022 006760 MERIDIAN URGENT CARE MED EXAMS 5,380.00 155557 09/01/2022 000639 MOJAVE DESERT AQMD SETTLEMENT AGREEMENT 125.00 155558 09/01/2022 000654 NAPA SUPPLIES 10.63
155559 09/01/2022 023410 ODP BUSINESS SOLUTIONS, LLC SUPPLIES 580.53 155560 09/01/2022 008771 PRUDENTIAL OVERALL SUPPLY MAT SERVICE 406.71 155561 09/01/2022 000729 R&R PRODUCTS SUPPLIES 290.51
155562 09/01/2022 011479 ROW TRAFFIC SAFETY, INC DECALS 408.16 155563 09/01/2022 000765 SAFELITE FULFILLMENT INC AUTO GLASS 274.80 155564 09/01/2022 018949 GEORGE W SCHNEIDER ABC PERMIT 50.00 155565 09/01/2022 002055 SHRED-IT, C/O STERICYCLE, INC SHRED SERVICE 135.22 155566 09/01/2022 023440 STEELSTRUM TOURING INC. CHASE BECKHAM BOOTS IN THE DESERT 17,500.00 155567 09/01/2022 009608 THE GOODYEAR TIRE & RUBBER CO VEHICLE MAINTENANCE 1,534.00 155568 09/01/2022 PERMIT REFUND PERMIT REFUND 42.15
155569 09/01/2022 000876 TYPE-SET-GO FORMS 188.56
155570 09/01/2022 001758 UNITED SITE SERVICES INC. SANITATION SERVICE 595.93 155571 09/01/2022 000909 VOYAGER FUEL PURCHASE AUGUST 2022 17,735.23 155572 09/01/2022 000923 WAXIE SANITARY SUPPLY SUPPLIES 2,681.99 155573 09/01/2022 003781 WILBUR-ELLIS COMPANY LLC ACELEPRYN 1,432.00 155574 09/01/2022 021348 WINSUPPLY MATERIALS 70.68
155575 09/01/2022 013692 WPONCALL WEBSITE MAINTENANCE 300.00 155576 09/01/2022 008390 ZERO WASTE USA SUPPLIES 650.19 155577 09/06/2022 TRASH REFUND TRASH REFUND 15.84
155578 09/06/2022 TRASH REFUND TRASH REFUND 11.48
155579 09/07/2022 000142 ANIMAL EMERGENCY CLINIC EXAM-EMERGENCY 90.00 155580 09/07/2022 002363 ANIMAL HEALTH & SANITARY SUP. OS SQUEEZE TUBE / OS REPAIR 518.18 155581 09/07/2022 001017 APPLE VALLEY FEED BIN CR ANIMAL FOOD 2.16 155582 09/07/2022 002298 BEAR VALLEY ANIMAL HOSPITAL SPAY/NEUTER VOUCHERS 3,367.61 155583 09/07/2022 001216 COUNTY OF SAN BERNARDINO- ISD RADIO ACCESS AND MAINTENANCE 2,773.38 155584 09/07/2022 020426 DR. JAIME VELASCO VETERINARY CONTRACT SERVICES 900.00 155585 09/07/2022 022280 ENVIROMINE, INC. RECLAMATION PLAN REVIEW~ 503.75 155586 09/07/2022 021301 JASON CHAIDEZ LANDSCAPE MAINTENANCE CONTRACT PW2021-01
17,754.18
155587 09/07/2022 005351 LOWE'S (LAR) BATTERIES FOR LLADS 577.21 155588 09/07/2022 024434 GUSTAVO MARTINEZ RODRIGUEZ 04-05-2022 23 40.00 155589 09/07/2022 003856 MCGREGOR SHOTT INC. INDUSTRIAL MARKETING AD 135.00 155590 09/07/2022 015373 QUINN COMPANY BRUSH KT POL 835.58 155591 09/07/2022 000770 S.B. CO. ASSESSOR-RECORDER LIEN RELEASE FEE 40.00 155592 09/07/2022 000884 UNDERGROUND SERVICE ALERT- AUGUST DIG TICKET CHARGES 302.25 155593 09/07/2022 000893 V.V.W.R.A. VVWRA SEWER PERMITS - AUGUST 2022 119,548.45 155594 09/07/2022 001278 VULCAN MATERIALS COLD MIX 214.90

155595 09/07/2022 TRASH REFUND TRASH REFUND 74.57
155596 09/07/2022 TRASH REFUND TRASH REFUND 51.10
155597 09/07/2022 TRASH REFUND TRASH REFUND 18.76
155598 09/07/2022 TRASH REFUND TRASH REFUND 14.28
155599 09/07/2022 TRASH REFUND TRASH REFUND 9.20
155600 09/07/2022 TRASH REFUND TRASH REFUND 643.63
155601 09/07/2022 TRASH REFUND TRASH REFUND 8.86
155602 09/07/2022 TRASH REFUND TRASH REFUND 85.42
155603 09/07/2022 TRASH REFUND TRASH REFUND 8.08
155604 09/07/2022 TRASH REFUND TRASH REFUND 3.57
155605 09/07/2022 TRASH REFUND TRASH REFUND 95.87
155606 09/07/2022 TRASH REFUND TRASH REFUND 22.32
155607 09/07/2022 TRASH REFUND TRASH REFUND 19.16
155608 09/07/2022 TRASH REFUND TRASH REFUND 202.63
155609 09/07/2022 TRASH REFUND TRASH REFUND 223.26
155610 09/07/2022 TRASH REFUND TRASH REFUND 62.05
155611 09/07/2022 TRASH REFUND TRASH REFUND 8.03
155612 09/07/2022 TRASH REFUND TRASH REFUND 89.00
155613 09/07/2022 TRASH REFUND TRASH REFUND 134.71
155614 09/07/2022 TRASH REFUND TRASH REFUND 5.36
155615 09/07/2022 TRASH REFUND TRASH REFUND 177.76
155616 09/07/2022 TRASH REFUND TRASH REFUND 20.00
155617 09/07/2022 TRASH REFUND TRASH REFUND 5.36
155618 09/07/2022 TRASH REFUND TRASH REFUND 191.09
155619 09/07/2022 TRASH REFUND TRASH REFUND 28.57
155620 09/07/2022 TRASH REFUND TRASH REFUND 196.69
155621 09/07/2022 TRASH REFUND TRASH REFUND 53.14
155622 09/07/2022 TRASH REFUND TRASH REFUND 31.69
155623 09/07/2022 TRASH REFUND TRASH REFUND 38.35
155624 09/07/2022 TRASH REFUND TRASH REFUND 55.40
155625 09/07/2022 TRASH REFUND TRASH REFUND 10.71
155626 09/07/2022 TRASH REFUND TRASH REFUND 108.67
155627 09/07/2022 TRASH REFUND TRASH REFUND 67.32
155628 09/07/2022 TRASH REFUND TRASH REFUND 88.54
155629 09/07/2022 TRASH REFUND TRASH REFUND 18.69
155630 09/07/2022 TRASH REFUND TRASH REFUND 169.09
155631 09/07/2022 TRASH REFUND TRASH REFUND 9.01
155632 09/07/2022 TRASH REFUND TRASH REFUND 8.93
155633 09/07/2022 TRASH REFUND TRASH REFUND 198.15
155634 09/07/2022 TRASH REFUND TRASH REFUND 101.53

155635 09/07/2022 TRASH REFUND TRASH REFUND 31.24
155636 09/07/2022 TRASH REFUND TRASH REFUND 18.70
155637 09/07/2022 TRASH REFUND TRASH REFUND 331.32
155638 09/07/2022 TRASH REFUND TRASH REFUND 54.12
155639 09/07/2022 TRASH REFUND TRASH REFUND 183.15
155640 09/07/2022 TRASH REFUND TRASH REFUND 6.25
155641 09/07/2022 TRASH REFUND TRASH REFUND 60.23
155642 09/07/2022 TRASH REFUND TRASH REFUND 174.72
155643 09/07/2022 TRASH REFUND TRASH REFUND 59.79
155644 09/07/2022 TRASH REFUND TRASH REFUND 8.93
155645 09/07/2022 TRASH REFUND TRASH REFUND 259.93
155646 09/08/2022 007796 360 FREESTYLE GYMNASTICS AUGUST GYMNASTICS 357.00 155647 09/08/2022 008201 ABF PRINTS, INC. AVCE POSTCARDS 530.40 155648 09/08/2022 000102 ALBERTSONS LLC SUPPLIES 117.03 155649 09/08/2022 002980 ALL GOOD DRIVING SCHOOL, INC. AUGUST DRIVERS ED 106.40 155650 09/08/2022 021342 AMAZON CAPITAL SERVICES SUPPLIES 504.37 155651 09/08/2022 013521 APPLE VALLEY CAR WASH JULY CAR WASHES 135.92 155652 09/08/2022 023051 BANNER BANK ESCROW # 2007 CANYON SPRINGS 4,824.01 155653 09/08/2022 003649 BECK OIL INC. FUEL 2,230.63
155654 09/08/2022 VOIDED VOIDED 0.00
155655 09/08/2022 VOIDED VOIDED 0.00
155656 09/08/2022 016864 DON BURNELL AUGUST IRON TIGER CUBS 207.20 155657 09/08/2022 022905 CANYON SPRINGS ENTERPRISES CO-3 WORK TO BE PERFORMED AND

BUDGETED
91,656.11
155658 09/08/2022 000914 CAPITAL ONE SUPPLIES 207.05
155659 09/08/2022 003378 MARY ANNE CARROLL AUGUST YOGA 407.04 155660 09/08/2022 000088 CHARLES ABBOTT ASSOCIATES GENE DICKINSON 80,290.75 155661 09/08/2022 000087 COUNTY OF SAN BERNARDINO TRASH LIENS 906.00 155662 09/08/2022 002842 DOKKEN ENGINEERING BVR BRIDGE CONDITION ANALYSIS 23,172.79 155663 09/08/2022 000387 EDISON COMPANY 7/28/22-8/25/22 8,143.08 155664 09/08/2022 RENTAL REFUND RENTAL REFUND 235.00
155665 09/08/2022 000407 FEDEX SHIPPING 85.70
155666 09/08/2022 000822 GOLDEN STATE WATER COMPANY 7/27/22-8/24/22 4,938.04 155667 09/08/2022 004935 HDL SOFTWARE LLC JULY SERVICES 267.99 155668 09/08/2022 009475 HESPERIA OUTDOOR POWER EQUIP PARTS 124.08 155669 09/08/2022 000168 LIBERTY UTILITIES 6/21/22-8/23/22 69,184.98 155670 09/08/2022 008022 CHERYL MARGOLIS CIC SEPTEMBER 8TH 500.00 155671 09/08/2022 015206 MDG ASSOCIATES INC CDBG RESIDENTIAL REHAB 7,266.75 155672 09/08/2022 002455 MOBILE OCCUPATIONAL SERVICES MOBILE EXAMS 140.00 155673 09/08/2022 000634 BILL MOCHARNUK AUGUST TENNIS 408.10

155674 09/08/2022 014284 JOLE MORTON AUGUST SOUL CONNECT 15.60 155675 09/08/2022 010603 MRVHA LIGHTS REFUND 49.75
155676 09/08/2022 018836 MARIA MURO AUGUST ZUMBA 93.60
155677 09/08/2022 008742 MUSICSTAR/CREATIVE BRAIN AUGUST CREATIVE BRAIN 47.60 155678 09/08/2022 010385 MELANIE MYERS AUGUST ACTING 861.00 155679 09/08/2022 000654 NAPA CREDIT 44.10
155680 09/08/2022 023410 ODP BUSINESS SOLUTIONS, LLC SUPPLIES 51.66 155681 09/08/2022 020216 POWELL CONSTRUCTION INC SR18 & AV RD 104,925.44 155682 09/08/2022 008771 PRUDENTIAL OVERALL SUPPLY MATS 438.71 155683 09/08/2022 021425 HAILEY RICHLING AUGUST TAP & BALLET 693.00 155684 09/08/2022 REFUND RENTAL REFUND RENTAL 125.00
155685 09/08/2022 024440 SAN BERNARDINO COUNTY SURPLUS/APPRAISAL REVIEW 5,000.00 155686 09/08/2022 002055 SHRED-IT, C/O STERICYCLE, INC SHREDDING 405.66 155687 09/08/2022 010275 SPARKLETTS WATER 37.52
155688 09/08/2022 000841 STATE OF CALIFORNIA- D.O.J. FINGERPRINTS 872.00 155689 09/08/2022 001475 SHARI TAYLOR AUGUST BATON 111.60 155690 09/08/2022 001758 UNITED SITE SERVICES INC. WEEKLY SERVICE 1,788.61 155691 09/08/2022 000890 CHRIS URMSTON AUGUST TAI CHI 163.80 155692 09/08/2022 016981 JONATHON VASQUEZ AUGUST JIU JITSU 67.90 155693 09/08/2022 VOIDED VOIDED 0.00
155694 09/08/2022 000204 BIG APPLE AUTO VEHICLE REPAIR 21,211.58 155695 09/09/2022 023179 ARCHITERRA INC HILLTOP HOUSE DESIGN 2,370.00 155696 09/13/2022 000168 LIBERTY UTILITIES 6/22/22-7/21/22 859.35 155697 09/14/2022 022268 AM-TEC TOTAL SECURITY INC AM-TEC SECURITY CAMERAS INV 2,919.66 155698 09/14/2022 001864 APPLE VALLEY TIRE TIRE REPAIR X 2 2019 FORD RANGER 160.00 155699 09/14/2022 000150 AVCOM SERVICES INC. AVCOM ANSWERING SERVICE INV - SEPT 1,688.00 155700 09/14/2022 000193 RICHARD BATTISTA SEPTEMBER 1ST HALF 527.40 155701 09/14/2022 002298 BEAR VALLEY ANIMAL HOSPITAL RTO SPAY AND FLUIDS 189.00 155702 09/14/2022 003649 BECK OIL INC. CARDLOCK FUEL 601.69 155703 09/14/2022 001369 BOOT BARN, INC. KARA MARIANA BOOTS AND BELT 195.74 155704 09/14/2022 021350 BURRTEC WASTE IND, INC. AUGUST COMPOST 967.18 155705 09/14/2022 022598 BURRTEC WASTE INDUSTRIES, INC AUGUST HHW OPERATIONS 2,115.36 155706 09/14/2022 SPAY/NEUTER DEPOSIT REFUND SPAY/NEUTER DEPOSIT REFUND 80.00 155707 09/14/2022 011363 CONWAY DATA, INC SITE SELECTION ADVERTISEMENT SEPTEMBER 2022
3,750.00
155708 09/14/2022 DUPLICATE PAYMENT REFUND DUPLICATE PAYMENT REFUND 105.00 155709 09/14/2022 024447 EXTREME CANOPY CANOPY 1,438.47 155710 09/14/2022 020890 FINANCIAL CREDIT NETWORK INC COLLECTION SERVICES JUNE '22 84.14 155711 09/14/2022 000423 FLO-SERVICES, INC 2-4" PUMP GUIDE RAIL O RING KIT 181.76 155712 09/14/2022 022073 GLOBAL INDUSTRIES LLC HD ENVIRO CLEAN 1100 2,189.41

155713 09/14/2022 003466 GROOVELABS LLC SOUND FOR PET FAIR 2,046.00 155714 09/14/2022 006177 J. ALLISON CONSTRUCTION RRLP CONSTRUCTION DISBUSDEMENT #2 ~ 21,000.00 155715 09/14/2022 021301 JASON CHAIDEZ L-23 REPLACED 11 RAINBIRD SEAL CAPS 120.02 155716 09/14/2022 SPAY/NEUTER REFUND SPAY/NEUTER REFUND 40.00 155717 09/14/2022 017237 LOGICALIS LOGICALIS TROUBLESHOOTING INV 200.00 155718 09/14/2022 005351 LOWE'S (LAR) BOTTLED WATER 199.51 155719 09/14/2022 001556 MOTOROLA SOLUTIONS, INC PURCHASE 5 NEW RADIOS 27,349.21 155720 09/14/2022 002368 MWI ANIMAL HEALTH MEDS 303.84
155721 09/14/2022 SPAY/NEUTER REFUND SPAY/NEUTER REFUND 40.00 155722 09/14/2022 010107 NOTEWORTHY PROMOTIONS, INC ENTERTAINMENT FOR PET FAIR 1,000.00 155723 09/14/2022 023410 ODP BUSINESS SOLUTIONS, LLC ODP BUSINESS SERVICES INV 206.85 155724 09/14/2022 022913 OMNIS INCORPORATED PAVEMENT MANAGEMENT PROGRAM UPDATE
36,710.00
155725 09/14/2022 002845 ONE WAY BACKFLOW BACKFLOW CERTIFICATION 3,125.00 155726 09/14/2022 008206 O'REILLY AUTO PARTS MIRRORS 449.41 155727 09/14/2022 008771 PRUDENTIAL OVERALL SUPPLY UNIFORMS STREETS AND WW 133.84 155728 09/14/2022 011479 ROW TRAFFIC SAFETY, INC STREET NAME SIGNS AND HARDWARE 4,643.17 155729 09/14/2022 001832 SAN BERNARDINO COUNTY DUMP FEES ROW CLEAN UP WEED

ABATEMENT

22.50 155730 09/14/2022 002213 SOLUTION STRATEGIES INC. STATEMENT FOR SERVICES AUGUST 1-31, 2022
10,000.00
155731 09/14/2022 024444 CRICKETT M. SWINK SPAY/NEUTER DEPOSIT REFUND 40.00 155732 09/14/2022 022417 TEAMCALIFORNIA ECONOMIC TRADESHOW PARTICIPATION BOOTH - SAN 1,300.00 155733 09/14/2022 020212 USA DEVELOPMENT PERMIT 92475 WMP CONSTRUCTION DEBRIS
1,003.74
155734 09/14/2022 001278 VULCAN MATERIALS COLD MIX 112.33 155735 09/14/2022 SPAY/NEUTER REFUND SPAY/NEUTER REFUND 40.00 155736 09/15/2022 008201 ABF PRINTS, INC. AVCE POST CARDS 836.40 155737 09/15/2022 000102 ALBERTSONS LLC SUPPLIES 27.56
155738 09/15/2022 021342 AMAZON CAPITAL SERVICES SUPPLIES 346.59 155739 09/15/2022 000126 AMERICAN COMPUTER SERVICE STATEMENTS 15,339.88 155740 09/15/2022 008806 APPLE VALLEY PRINTING # 10 ENVELOPES 1,639.96 155741 09/15/2022 000199 B B & K CEQA ADVICE 34,607.31
155742 09/15/2022 013164 BOARDTRONICS, INC. OEM 1,261.50 155743 09/15/2022 001247 MICHAEL CADY RETIREE HEALTH REIMBURSEMENT 271.88 155744 09/15/2022 000914 CAPITAL ONE SUPPLIES 3.89
155745 09/15/2022 000087 COUNTY OF SAN BERNARDINO TOWN CLERK LIENS 55.00 155746 09/15/2022 000330 DENNIS CRON RETIREE HEALTH REIMBURSEMENT 2,102.16

155747 09/15/2022 022495 PAMELA CUPP RETIREE HEALTH REIMBURSEMENT 961.70 155748 09/15/2022 000387 EDISON COMPANY 8/5/22-9/5/22 6,394.94 155749 09/15/2022 000407 FEDEX SHIPPING 401.73
155750 09/15/2022 SWIM LESSONS REFUND SWIM LESSONS REFUND 170.00 155751 09/15/2022 000480 HI DESERT TROPHY & AWARDS LLC KELLEY RETIREMENT 269.70 155752 09/15/2022 000488 HIGH DESERT LASER GRAPHICS TUCKER NAME PLATE 28.11 155753 09/15/2022 012804 KOA CORPORATION 2023 E&TS 13,662.17 155754 09/15/2022 022403 LORI LAMSON RETIREE HEALTH REIMBURSEMENT 910.63 155755 09/15/2022 000168 LIBERTY UTILITIES 6/28/22-8/29/22 10,395.64 155756 09/15/2022 001708 KENNETH MARTIN RETIREE HEALTH REIMBURSEMENT 231.68 155757 09/15/2022 002622 TOM MCKEON RETIREE HEALTH REIMBURSEMENT 298.06 155758 09/15/2022 020574 CAROL MILLER RETIREE HEALTH REIMBURSEMENT 508.17 155759 09/15/2022 001499 LANCE MILLER RETIREE HEALTH REIMBURSEMENT 237.92 155760 09/15/2022 012419 ALBERT MIRANDA CIC SEPT 15 450.00 155761 09/15/2022 007007 MICHAEL MOLINARI RETIREE HEALTH REIMBURSEMENT 521.35 155762 09/15/2022 000654 NAPA PARTS 49.99
155763 09/15/2022 023410 ODP BUSINESS SOLUTIONS, LLC SUPPLIES 631.53 155764 09/15/2022 002845 ONE WAY BACKFLOW CERT 1,255.00 155765 09/15/2022 009276 PARS JULY 468.66
155766 09/15/2022 001678 RICHARD PEDERSEN CIC SEPT 22 600.00 155767 09/15/2022 008771 PRUDENTIAL OVERALL SUPPLY MATS 132.27 155768 09/15/2022 000790 SAN BERNARDINO & RIVERSIDE MISC. SERVICES 314.58 155769 09/15/2022 022048 DAWN SIMMONS RETIREE HEALTH REIMBURSEMENT 502.94 155770 09/15/2022 000809 SMART & FINAL SUPPLIES 509.87
155771 09/15/2022 000814 KEVIN SMITH RETIREE HEALTH REIMBURSEMENT 331.37 155772 09/15/2022 022267 DIANNE SULZBERGER RETIREE HEALTH REIMBURSEMENT 474.28 155773 09/15/2022 009608 THE GOODYEAR TIRE & RUBBER CO TIRES 2,143.46 155774 09/15/2022 000171 TOWN OF APPLE VALLEY SEPTEMBER SEWER 3,045.99 155775 09/15/2022 000876 TYPE-SET-GO CORRECTION NOTICES 1,637.80 155776 09/15/2022 002855 U.S. BANK CORP. PMT SYSTEM AUGUST CAL CARD PURCHASES 29,667.73 155777 09/15/2022 010504 VALLEY SCREENING & GRAPHICS SHIRTS 241.36 155778 09/15/2022 019134 DARRYL WRIGHT RETIREE HEALTH REIMBURSEMENT 658.16 155779 09/21/2022 000142 ANIMAL EMERGENCY CLINIC EXAM 90.00 155780 09/21/2022 024452 ALBERT BARSAKHIAN PERMIT 2022-878 CONSTRUCTION DEBRIS

RECYCLING PERMIT
501.83
155781 09/21/2022 002298 BEAR VALLEY ANIMAL HOSPITAL SPAY/NEUTER 6,098.60 155782 09/21/2022 022987 BIG BEAR ELECTRIC, INC JR LS REPAIRS 1,996.43 155783 09/21/2022 001661 CAMPBELL PET COMPANY PET FAIR 834.48 155784 09/21/2022 000087 COUNTY OF SAN BERNARDINO INSTRUMENT # 2022-0294813 260.00 155785 09/21/2022 018586 DATA TICKET INC CITATION PROCESSING JULY 2022 457.24

155786 09/21/2022 018454 DIAMOND CONSTRUCTION MARTINEZ DISBURSEMENT 001 43,475.00 155787 09/21/2022 022280 ENVIROMINE, INC. SMARA COMPLIANCE RECLAMATION PLAN REVIEW
301.25
155788 09/21/2022 000433 GALLS LLC RETIREMENT BADGES FOR FONSECA AND

WILLIAMS
314.63
155789 09/21/2022 001558 HAAKER EQUIPMENT CO APEX WIRELESS HEADPHONES 2,219.23 155790 09/21/2022 023335 HOME DEPOT CREDIT SEVICES CHAIN FOR JR 1 LS GATE 17.99 155791 09/21/2022 006177 J. ALLISON CONSTRUCTION PERMIT 2022-914 CONSTRUCTION DEBRIS

RECYCLING DEPOSIT REFUND
501.82
155792 09/21/2022 024454 JAMES R. SAPPINGTON REFUND SEWER PERMIT #9456 FEES 2,203.28 155793 09/21/2022 015724 THOMAS W. KNOWLTON NEM CASH OUT 605.67 155794 09/21/2022 017237 LOGICALIS PD SWITCH STACK 21,000.41 155795 09/21/2022 015061 LOS RANCHOS OFFICE SEPTEMBER SPACE RENT 818.04 155796 09/21/2022 005351 LOWE'S (LAR) CLEANING SOLUTION 363.08 155797 09/21/2022 016065 MICHAEL BAKER INTERNATIONAL PROFESSIONAL SERVICES THROUGH JULY 31,
7,395.00
155798 09/21/2022 000637 MOJAVE COPY AND PRINTING, INC. CLEAN TOGETHER/RECYCLE BATTERIES

STICKERS
448.01
155799 09/21/2022 002368 MWI ANIMAL HEALTH MEDS 2,331.06 155800 09/21/2022 000654 NAPA WIPER BLADE REPLACEMENT 27.24 155801 09/21/2022 008206 O'REILLY AUTO PARTS AIR FILTER #70 52.34 155802 09/21/2022 008771 PRUDENTIAL OVERALL SUPPLY UNIFORMS 66.92 155803 09/21/2022 001832 SAN BERNARDINO COUNTY WEED ABATEMENT DUMP FEES -

THUNDERBIRD X DEP

13.39 155804 09/21/2022 012843 SHRED YOUR DOCS.COM SHRED DOCUMENTS. 169.00 155805 09/21/2022 013819 SOLID WASTE ASSOCIATION OF SUSTAINABLE MATERIALS MANAGEMENT DUES 7/1/22-6/30/23

45.00 155806 09/21/2022 024439 SOPHIA F. SCULLY SCULLY HAIRCUTS DISB. ONE 2,198.10 155807 09/21/2022 001332 TERRA NOVA PLANNING & RESEARCH MAY 1 TO JUNE 30, 2022 - HOUSING 536.25 155808 09/21/2022 017240 THE ECOHERO SHOW LLC PRESENTATION FOR RIO VISTA SCHOOL 05/02/2022
275.00
155809 09/21/2022 000893 V.V.W.R.A. SEWER TREATMENT FEES - AUGUST 2022 278,660.18 155810 09/21/2022 000900 VICTOR VALLEY ANIMAL SPAY/NEUTER VOUCHERS 450.00 155811 09/21/2022 001278 VULCAN MATERIALS COLD MIX 213.88 155812 09/22/2022 001377 A & B HITCHES AND MUFFLERS SPECIAL ORDER 215.23 155813 09/22/2022 000096 ADSCOT PEST CONTROL INC. MONTHLY SERVICE 803.00 155814 09/22/2022 000102 ALBERTSONS LLC SUPPLIES 19.99
155815 09/22/2022 000106 ALL AMERICAN FENCE ERECTORS FENCE INSTALL 4,995.00 155816 09/22/2022 021342 AMAZON CAPITAL SERVICES SUPPLIES 1,770.91

155817 09/22/2022 010143 AMERICAN FIDELITY ASSURANCE SEPTEMBER PREMIUMS 5,576.16 155818 09/22/2022 000160 APPLE VALLEY GLASS GLASS REPLACEMENT 2,925.99 155819 09/22/2022 001864 APPLE VALLEY TIRE CREDIT 67.40 155820 09/22/2022 006701 AUTOMATED GATE SERVICES GATE REPAIR 290.00 155821 09/22/2022 RENTAL REFUND RENTAL REFUND 194.00
155822 09/22/2022 000192 BATTERY MART BATTERIES 120.53
155823 09/22/2022 015730 ROBERT K BLOMKER HIGH D BOYS 500.00 155824 09/22/2022 000182 BURRTEC WASTE INDUSTRIES INC AS 747,121.42 155825 09/22/2022 015315 CALPINE ENERGY SERVICES LP AUGUST SERVICES 215,875.00 155826 09/22/2022 000914 CAPITAL ONE SUPPLIES 346.42
155827 09/22/2022 000285 CED LIGHTS 228.60
155828 09/22/2022 008857 CHLIC-CHICAGO SEPTEMBER PREMIUMS 1,535.68 155829 09/22/2022 000253 CPRS MEMBERSHIP 150.00
155830 09/22/2022 008781 CULLIGAN BOTTLED WATER WATER 124.15 155831 09/22/2022 012720 DEAN HOWARD HEAT & AIR INC. 5 TON UNIT 1,580.00 155832 09/22/2022 020198 RONAK DESAI AUGUST SERVICES 3,150.00 155833 09/22/2022 001311 DUNN EDWARDS CORPORATION PAINT 351.58 155834 09/22/2022 000387 EDISON COMPANY 8/15/22-9/13/22 74,577.77 155835 09/22/2022 016129 E-Z-GO A TEXTRON COMPANY FLEET 4,848.75 155836 09/22/2022 004734 FAUST MEDIA SERVICES COMMUNITY CLEAN UP SHIRTS 1,707.62 155837 09/22/2022 011409 FIDELITY SECURITY LIFE INS / SEPTEMBER PREMIUMS 884.30 155838 09/22/2022 014844 FISH WINDOW CLEANING WINDOW CLEANING 2,479.00 155839 09/22/2022 012826 FLYERS ENERGY, LLC FUEL 369.15 155840 09/22/2022 008559 FUN EXPRESS SUPPLIES 234.85
155841 09/22/2022 002064 G&M TOWING & RECOVERY 4RUNNER 150.00 155842 09/22/2022 000679 G.A. OSBORNE PIPE & SUPPLY PARTS 294.62 155843 09/22/2022 000452 GRAINGER, INC. PARTS 15.30
155844 09/22/2022 018653 HASA INC. BULK CHERMICALS 5,402.90 155845 09/22/2022 EVENT REFUND EVENT REFUND 975.50
155846 09/22/2022 000488 HIGH DESERT LASER GRAPHICS CONLEY LOGO 9.24 155847 09/22/2022 000501 HITT PLUMBING CO., INC. KITCHEN 675.00 155848 09/22/2022 023175 HOME DEPOT CREDIT SEVICES PARTS 881.25 155849 09/22/2022 000520 IMPERIAL SPRINKLER SUPPLY PARTS 729.83 155850 09/22/2022 020279 JOHNSON CONTROLS PARTS 15,928.84 155851 09/22/2022 000548 JON'S FLAGS & POLES INC. FLAGS 2,201.10 155852 09/22/2022 014262 KIMBALL MIDWEST PARTS 366.35
155853 09/22/2022 021113 LAWSON PRODUCTS, INC. PARTS 364.13 155854 09/22/2022 000168 LIBERTY UTILITIES 7/7/22-9/8/22 37,058.10 155855 09/22/2022 002187 LINCOLN AQUATICS SUPPLIES 282.55 155856 09/22/2022 005351 LOWE'S (LAR) PARTS 986.14

155857 09/22/2022 019041 TASHINA MINISZEWSKI EDUCATION REIMBURSEMENT 223.48 155858 09/22/2022 018836 MARIA MURO AQUA ZUMBA AUGUST 1,226.40 155859 09/22/2022 018484 NEW YORK LIFE SEPTEMBER PREMIUMS 745.04 155860 09/22/2022 001148 DAVID O'DELL SUMMER KICK OFF 200.00 155861 09/22/2022 002845 ONE WAY BACKFLOW BACKFLOW CERT 285.00 155862 09/22/2022 000710 PRECISION LOCK & SAFE LOCKS 1,741.72 155863 09/22/2022 018332 PRINCIPAL SEPTEMBER PREMIUMS 12,540.44 155864 09/22/2022 008771 PRUDENTIAL OVERALL SUPPLY MATS 427.39 155865 09/22/2022 005036 QUADIENT FINANCE USA, INC POSTAGE 5,444.00 155866 09/22/2022 012491 SCMAF AUGUST SCMAF 363.40
155867 09/22/2022 000787 SAN BERNARDINO COUNTY SHERIFF'S

DEPARTMENT
Q4 PERSONELL CREDITS 1,248,951.24
155868 09/22/2022 000825 SOUTHWEST GAS CORPORATION 8/6/22-9/6/22 590.55 155869 09/22/2022 000830 STANDARD ELECTRIC WORKS SERVICES 750.00 155870 09/22/2022 016857 SUPERCO SPECIALTY PRODUCTS GRAFF X 1,393.21 155871 09/22/2022 011408 TEXAS LIFE INSURANCE CO. SEPTEMBER PREMIUMS 1,074.38 155872 09/22/2022 001758 UNITED SITE SERVICES INC. WEEKLY SERVICE 978.41 155873 09/22/2022 012471 VICTOR VALLEY TOWING TOWING 386.00 155874 09/22/2022 000923 WAXIE SANITARY SUPPLY SUPPLIES 1,727.51 155875 09/22/2022 008788 ZURICH NORTH AMERICA SEPTEMBER PREMIUMS 120.88 155876 09/26/2022 000878 U.S. POSTMASTER BULK MAIL PERMIT 85 10,000.00 155877 09/28/2022 SPAY/NEUTER REFUND SPAY/NEUTER REFUND 40.00 155878 09/28/2022 000378 ALLIANT INSURANCE SERVICES INC PET FAIR INS. 321.00 155879 09/28/2022 021342 AMAZON CAPITAL SERVICES ETHERNET AND DISPLAY PORT CABLES 797.75 155880 09/28/2022 000154 APPLE VALLEY COMMUNICATION INC SERVICE CALL FOR GOLF 932.41 155881 09/28/2022 001864 APPLE VALLEY TIRE 2 TIRES FOR CARPOOL VAN 52 1,528.82 155882 09/28/2022 000150 AVCOM SERVICES INC. QUARTERLY ALARM MONITORING 1,305.00 155883 09/28/2022 000193 RICHARD BATTISTA GRAFFITI REMOVAL SEPTEMBER 2ND HALF 2,040.00 155884 09/28/2022 003649 BECK OIL INC. CARDLOCK FUEL TRUCK 80 335.85 155885 09/28/2022 024458 ISABEAU BLOUNT BALLOON DECORATIONS FOR HOLIDAY PARTY
192.50
155886 09/28/2022 SPAY/NEUTER REFUND SPAY/NEUTER REFUND 40.00 155887 09/28/2022 018454 DIAMOND CONSTRUCTION RRLP STEVENS 002 16,325.00 155888 09/28/2022 003402 EL DORADO BROADCASTERS LLC PET FAIR AD 2,475.00 155889 09/28/2022 021810 GREINES, MARTIN, STEIN TOWN OF APPLE VALLEY V. APPLE VALLEY 24,227.00 155890 09/28/2022 012832 INTERVET, INC. MICROCHIPS 1,346.88 155891 09/28/2022 012804 KOA CORPORATION 2023 E&TS 13,820.00 155892 09/28/2022 006565 KONICA MINOLTA BUSINESS BIZHUB 25 17.44

155893 09/28/2022 SPAY/NEUTER REFUND SPAY/NEUTER REFUND 40.00 155894 09/28/2022 005351 LOWE'S (LAR) PAINT AND PAINT BRUSH FOR APPLE 149.86 155895 09/28/2022 020883 ANDREW MARIN DOT PHYSICAL - ANDREW MARIN 40.00 155896 09/28/2022 015206 MDG ASSOCIATES INC CDBG RESIDENTIAL REHAB PROGRAM 8,145.64 155897 09/28/2022 002368 MWI ANIMAL HEALTH MEDS 788.46
155898 09/28/2022 000654 NAPA TIRE VAL 81.88
155899 09/28/2022 011959 NIEMELA PAPPAS & ASSOCIATES NIEMELA PAPPAS & ASSOCIATES LLC 12,000.00 155900 09/28/2022 023410 ODP BUSINESS SOLUTIONS, LLC OFFICE SUPPLIES - DSB WORK CENTER 59.49 155901 09/28/2022 008206 O'REILLY AUTO PARTS SEMI-MET PAD AND BRAKE ROTOR FOR TRUCK 69
280.51
155902 09/28/2022 001623 PARKHOUSE TIRE, INC 2 TIRES FOR TRUCK 93 1,452.06 155903 09/28/2022 008771 PRUDENTIAL OVERALL SUPPLY UNIFORMS STREETS AND WW 67.70 155904 09/28/2022 018417 HANNAH RALEIGH TTC CONFERENCE 192.85 155905 09/28/2022 015313 SILVER VALLEY PROPANE PROPANE FOR FORKLIFT 188.69 155906 09/28/2022 010275 SPARKLETTS WATER 75.04
155907 09/28/2022 005166 TIME WARNER CABLE SPECTRUM SERVICE FOR GOLF 500.43 155908 09/28/2022 001014 TOTAL PLAN BUSINESS GUYS OFFICE FURNITURE PW 4,479.17 155909 09/28/2022 000891 USA BLUEBOOK RHINO JAKE MH LID EXTRACTOR 285.67 155910 09/28/2022 000166 VALLEYWIDE NEWSPAPERS LLC NOTICE OF PUBLIC HEARING - 1,165.50 155911 09/28/2022 003324 JABEZ VARGAS BOOT REIMBURSEMENT 200.00 155912 09/28/2022 001278 VULCAN MATERIALS COLD MIX 1,069.43 155913 09/29/2022 001377 A & B HITCHES AND MUFFLERS PARTS 207.85 155914 09/29/2022 008201 ABF PRINTS, INC. AVCE POSTCARDS 910.66 155915 09/29/2022 021342 AMAZON CAPITAL SERVICES SUPPLIES 222.77 155916 09/29/2022 001864 APPLE VALLEY TIRE VEHICLE REPAIR 27.00 155917 09/29/2022 001528 AVUSD FINES AND FORFEITURES JULY 333.17 155918 09/29/2022 000192 BATTERY MART BATTERIES 157.59
155919 09/29/2022 RENTAL REFUND RENTAL REFUND 250.00
155920 09/29/2022 003649 BECK OIL INC. FUEL 1,541.91
155921 09/29/2022 000914 CAPITAL ONE SUPPLIES 224.46
155922 09/29/2022 RENTAL REFUND RENTAL REFUND 250.00
155923 09/29/2022 021170 HEATHER CONLEY PETTY CASH REFILL 44.07 155924 09/29/2022 013322 DIAMOND ENVIRONMENTAL SVCS HALLOWEEN EVENT 170.40 155925 09/29/2022 000387 EDISON COMPANY 8/17/22-9/15/22 368.71 155926 09/29/2022 004655 FAIRVIEW FORD SALES, INC VEHICLE REPAIR 354.49 155927 09/29/2022 000407 FEDEX SHIPPING 219.77
155928 09/29/2022 014861 FIREMAN ROCK & NURSERY INC SERVICES 336.00 155929 09/29/2022 RENTAL REFUND RENTAL REFUND 250.00
155930 09/29/2022 018815 HARSHWAL & COMPANY LLP AUDIT SERVICES- NOT MDMW EXPENSES 4,490.00 155931 09/29/2022 004934 HDL COREN & CONE STATISTICAL PACKAGE 695.00

155932 09/29/2022 009475 HESPERIA OUTDOOR POWER EQUIP PARTS 14,967.45 155933 09/29/2022 001091 KERN TURF SUPPLY INC. PARTS 1,888.88 155934 09/29/2022 018442 KIEFER AQUATICS SUPPLIES 575.29 155935 09/29/2022 012804 KOA CORPORATION 2022 E&TS 18,756.00 155936 09/29/2022 000168 LIBERTY UTILITIES 7/14/22-9/14/22 5,358.35 155937 09/29/2022 005351 LOWE'S (LAR) PARTS 30.17
155938 09/29/2022 020555 MERRELL JOHNSON COMPANIES PROP 68 2,450.00 155939 09/29/2022 016065 MICHAEL BAKER INTERNATIONAL PROFESSIONAL SERVICES 9,454.82 155940 09/29/2022 000628 MIRACLE RECREATION EQUIPMENT NORM SCHMIDT PARK 2,104.57 155941 09/29/2022 023410 ODP BUSINESS SOLUTIONS, LLC SUPPLIES 52.56 155942 09/29/2022 008206 O'REILLY AUTO PARTS PARTS 104.59 155943 09/29/2022 008771 PRUDENTIAL OVERALL SUPPLY MATS 341.66 155944 09/29/2022 000729 R&R PRODUCTS PARTS 664.22
155945 09/29/2022 RENTAL REFUND RENTAL REFUND 250.00
155946 09/29/2022 000062 RSG, INC FY 22-23 RECONCILIATION 537.50 155947 09/29/2022 002055 SHRED-IT, C/O STERICYCLE, INC SHREDDING 135.22 155948 09/29/2022 000809 SMART & FINAL SUPPLIES 53.59
155949 09/29/2022 000841 STATE OF CALIFORNIA- D.O.J. FINGERPRINTS 773.00 155950 09/29/2022 024339 TIFFIN METAL PRODUCTS EVIDENCE LOCKERS 23,798.00 155951 09/29/2022 001758 UNITED SITE SERVICES INC. WEEKLY SERVICE 2,826.67 155952 09/29/2022 008775 WEST COAST SAND & GRAVEL, INC TOPDRESSING 1,709.35 155953 09/29/2022 003781 WILBUR-ELLIS COMPANY LLC ROUNDUP 1,468.09 155954 09/29/2022 003789 WILLDAN FINANCIAL SERVICES PROFESSIONAL SERVICES 5,670.00 155955 09/29/2022 013692 WPONCALL WEBSITE MAINTENANCE 300.00 502 Checks Total amount of checks: 4,501,164.43

Town Council Agenda Report
Date: October 11, 2022
To: Honorable Mayor and Town Council
Subject: SEPTEMBER 2022 PAYROLL/BENEFITS WARRANTS SCHEDULE

From: Douglas Robertson, Town Manager
Submitted by: Sydnie Harris, Director of Finance
Finance
Budgeted Item: Yes No N/A

RECOMMENDED ACTION
That the Town Council receive, ratify and file the payroll/benefits warrants as presented.

BACKGROUND
Per Section 3.16.040 through 3.18.030 of the Town of Apple Valley Municipal Code, except for tort claims, every claim and demand received against the Town shall be presented to, approved in writing by the receiving department or office, certified to the delivery or rendition of the supplies, materials, property or service for which payment is claimed, and that the quality and prices correspond with the original specifications and contracts.

SUMMARY
Pursuant to the Town’s Municipal Code, the register of demands shall be presented to the Town Council at the next regular meeting thereof after preparation. The Town Council may approve, conditionally or partially approve or reject such register of demands and in connection therewith consider the recommendations of the Town Manager and Director of Finance. Further, the State Government Code provides that Staff may process and pay prior to ratification by the Town Council, demands properly made in the ordinary course of business, the just obligations of the Town, such as routine salaries and wages, and other like expenditures for which there is an express budget appropriation, and in connection with which there is no dispute as to the obligation and amount being payable.

The Payroll / Benefits warrants issued from September 1 through September 30, 2022, in the amount of $934,347.00 net of voids, covering issued warrant #s 68301-68400 and direct deposit advice #s 9980456-9980901 are herewith submitted for approval.

FISCAL IMPACT

DATE TOTAL
09/02/2022 $314,614.23
09/16/2022 $294,566.22
09/30/2022 $325,166.55
TOTAL: $934,347.00
The payroll and benefit warrants issued, covering warrant #s 68301 - 68400 and direct deposit advice #s 9980456 – 9980901 inclusive, totaled $934,347.00. Sufficient funding is appropriated and available in such amounts necessary to cover the demands included herein.

Town Council Agenda Report
Date: October 11, 2022
To: Honorable Mayor and Town Council
Subject: AWARD OF A CONTRACT, COLD MIX OVERLAY 2022
From: Douglas Robertson, Town Manager
Submitted by: Mike Podegracz, Town Engineer
Engineering
Budgeted Item: Yes No N/A

RECOMMENDED ACTION
Award a contract to Calmex Engineering, Inc. for the Cold Mix Overlay 2022 Project subject to "Approval as to Form" by the Town Attorney and "Approval as to Content" by the Town Manager;

BACKGROUND
As part of the Town’s annual paving priorities, staff evaluated the local roadways and determined priority areas in need of maintenance. The segments in this project require a thicker aggregate than what is used in the Town’s annual microsurface projects. The Project generally consists of providing the necessary labor, equipment, and materials for the application of cold mix asphalt on the listed segments.

On September 27, 2022, the Town received and opened bids for the subject project. The bid results are as follows:

Contractor Base Bid Price

1. Calmex Engineering, Inc. $1,083,562.00

2. Sully Miller Contracting Company $1,113,647.33

ANALYSIS
The bid documents for the projects were reviewed by staff for accuracy and constructability. The bid documents and the authorization to advertise were approved by Town Council on August 23, 2022. Staff reviewed the bid submissions for completeness

and considers Calmex Engineering, Inc. to be a qualified, responsible, and responsive bidder.

FISCAL IMPACT
Funding for this project has been appropriated in the adopted FY 2022-2023 budget under Paving Priorities using a combination of Measure I (2021-5210-9525-0000) and Road Maintenance and Rehabilitation Act (2011-5010-9525-0000) funds.

ATTACHMENTS
A. Segments Map
B. List of Segments

List of Segments

STREET NAME SEGMENT START SEGMENT END

NALATAPA ROAD NAWAKWA ROAD NEENACH ROAD

PAUHASKA COURT PAUHASKA ROAD END EAST

PAUHASKA ROAD EL CENTRO ROAD NAWAKWA ROAD

EL CENTRO ROAD CENTRAL ROAD NAWAKWA ROAD

EL CENTRO ROAD NAWAKWA ROAD NEENACH ROAD

EL CENTRO ROAD NEENACH ROAD OCOTILLA ROAD

EL CENTRO COURT EL CENTRO ROAD END SOUTH

MOTNOCAB ROAD NAWAKWA ROAD PAUHASKA ROAD
PAPAGO ROAD MESQUITE ROAD (West Side) YUCCA ROAD
MESQUITE ROAD PAPAGO ROAD (No. Side) WAALEW ROAD

CANDLEWOOD ROAD PAPAGO ROAD WAALEW ROAD

CENTURY PLANT ROAD YUCCA ROAD WAALEW ROAD

JOSHUA ROAD YUCCA ROAD WAALEW ROAD

JOSHUA ROAD END - NORTH YUCCA ROAD
YUCCA ROAD PAPAGO ROAD 17129 (Join Ex. Overlay)

MESQUITE ROAD WAALEW ROAD SOUTH ROAD

CANDLEWOOD ROAD WAALEW ROAD SOUTH ROAD

CENTURY PLANT ROAD WAALEW ROAD SOUTH ROAD

EL CENTRO ROAD OCOTILLA ROAD MESQUITE ROAD

EL CENTRO ROAD MESQUITE ROAD CANDLEWOOD ROAD

EL CENTRO ROAD CANDLEWOOD ROAD CENTURY PLANT ROAD

EL CENTRO ROAD CENTURY PLANT ROAD JOSHUA ROAD

Town of Apple Valley
Cold Mix Overlay 2022
(For Reference Only) Not to Scale Page 37 of 313
Town Council Agenda Report
Date: October 11, 2022
To: Honorable Mayor and Town Council
Subject: AN ORDINANCE OF THE TOWN COUNCIL OF THE OF THE TOWN OF APPLE VALLEY, CALIFORNIA, AMENDING TITLE 8 OF THE

TOWN OF APPLE VALLEY MUNICIPAL CODE BY AMENDING
CHAPTERS 8.10, 8.12, 8.16, 8.18, 8.21, 8.22, AND 8.26, ADOPTING AS MODIFIED THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE VOLUMS 1, 2 INCLUDING THE APPENDIX AND STANDARDS,
THE 2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE, THE 2022 EDITION OF THE CALIFORNIA PLUMBING CODE, THE 2022
EDITION OF THE CALIFORNIA MECHANICAL CODE, THE 2022
EDITION OF THE CALIFORNIA GREEN BUILDING CODE, THE 2022 EDITION OF THE CALIFORNIA RESIDENTIAL CODE, THE 2022

EDITION CALIFORNIA ENERGY CODE AND ADOPTING OTHER
REGULATIONS RELATING TO BUILDING REQUIREMENTS.

From: Douglas Robertson, Town Manager
Submitted by: Patrick Carroll, Building Official
Building and Safety
Budgeted Item: Yes No N/A

RECOMMENDED ACTION
Move to open the public hearing and take testimony.

Close the public hearing. Then:

A. Determine that, pursuant to section 15061(b)(3) of the State Guidelines to Implement the California Environmental Quality Act (CEQA), the project is exempt from environmental review, stating that the activity is covered by the general rule that CEQA applies only to projects that have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question, the proposed Code Amendment, may have a significant effect on the environment, the activity is not subject to CEQA.

B. Find the facts presented within the staff report support the required findings for approval of an amendment to the Municipal Code, and adopt the Findings.

C. Find that the proposed Town Ordinance is consistent with the goals and Objectives of the adopted Town of Apple valley General Plan and that it is necessary to preserve the health, safety and general welfare of the citizens of Apple Valley.

D. Move to waive the reading of Ordinance No.558 in its entirety and read by title only.

E. Introduce Ordinance No. 558, amending Chapters 8.10, 8. 12 & 8.22 of the Municipal Code as it relates to the adoption of the California Code of Regulations, Title 24, Parts 1-

12. F. Direct staff to file a Notice of Exemption

BACKGROUND
Effective July 1, 2022, the State of California has mandated the adoption of the 2022 Editions of the California Code of Regulations, Title 24, Parts 1-12, which includes the California Plumbing, Mechanical, Electrical, Residential, Green Building, and Energy Codes (Building Codes). These codes have gone through the triennial adoption cycle for code change by the State Building Standards Commission and the International Code Council. Subsequently they have passed the scrutiny of both national and state code professionals, and will provide the Town of Apple Valley with the current minimum standards to safeguard property and the public welfare.

After the State Code is published, every City, Town and County throughout the state has the opportunity to adopt the codes with amendments based on local geological, topographical and/or climatic conditions. (b) Pursuant to Section 17958.5 of the Health and Safety Code of the State of California, The Town Council of the Town of Apple Valley hereby finds that the amendments of the building standards contained in the California Building Code, Volumes 1, 2, 2022 Edition are necessary do to:
(1) Local Climatic Conditions.
(A) The Town of Apple Valley is subject to extremely strong winds, commonly known as “Santa Ana Winds” which can reach speeds in excess of 90 miles per hour. Extensive damage frequently accompanies these winds, such as blowing sand and debris, downed power lines, fallen trees, overturned vehicles and structural damage to buildings. These conditions result in increased demand for fire services, blocked or delayed emergency vehicle access and impaired water supplies and building emergency systems.
(B) During the summer months, the Santa Ana Winds may produce periods of extremely low humidity, thereby reducing the fuels moisture and increasing the possibility and severity of fire from dry vegetation and other common combustibles. (C) During the summer months, much of the Town experiences prolonged periods of temperatures in excess of 100°F. When coupled with sustained severe Santa Ana Winds, an increase in the threat from rapidly moving wildfires exists.

D) During the winter months, heavy rains routinely cause damage to roadways rendering them completely impassible, or with limited access, sometimes for extended periods.

(E) During winter months, heavy snow and ice conditions exist in the hillside areas resulting in increased demand for fire services and limiting or delaying emergency vehicle access.

In some cases, emergency vehicle access roads are completely impassible, or have limited access, sometimes for extended periods.
2) Local Geological Conditions.
(A) The Town of Apple Valley is subject to moderately strong to severe shaking and surface ruptures resulting from known earthquake faults located within or near the Town. These local earthquake faults have the potential to cause severe personal and property damage, utility interruptions, fire hazards and hazardous materials releases. Additionally, significant roadway, bridge structure, water supply and communications systems are subject to failure, thereby causing a detriment to emergency services response.
(B) Unstable slopes in several areas throughout the Town have experienced soil movement as a result of heavy or soaking rains, resulting in damage to roadways, structures and utilities.
(C) Some desert areas of the Town have limited aquifers, exceptionally deep aquifers, which may limit water supplies available for firefighting purposes. (3) Local Topographical Conditions.
(A) The Town of Apple Valley encompasses areas with limited access routes which may result in delays in the reallocation of resources to emergency scenes. (B) The topography of the Town is exceptionally diverse, ranging from relatively flat desert and valley areas, to hillside, and canyon areas, which may hamper emergency response capabilities.
(C) The diverse topography of the Town results in many areas having limited, water supplies available for firefighting purposes.

The proposed ordinance contains the same amendments to the Building Codes as the previous Ordinance No. 453 adopted in November 2016.

Staff does not foresee any significant controversy relative to the proposed adoption of the aforementioned codes since they are consistent with the current code amendments.

Based on the foregoing, staff recommends adoption of the form motion.

FISCAL IMPACT
None

ATTACHMENTS
A. Ordinance 558

ORDINANCE NO. 558

AN ORDINANCE OF THE TOWN COUNCIL OF THE OF THE
TOWN OF APPLE VALLEY, CALIFORNIA, AMENDING TITLE 8

OF THE TOWN OF APPLE VALLEY MUNICIPAL CODE BY
AMENDING CHAPTERS 8.10, 8.12, 8.14, 8.16, 8.18, 8.21, 8.22, AND 8.26, ADOPTING AS MODIFIED THE 2022 EDITION OF
THE CALIFORNIA BUILDING CODE VOLUMS 1, 2 INCLUDING
THE APPENDIX AND STANDARDS, THE 2022 EDITION OF THE
CALIFORNIA ELECTRICAL CODE, THE 2022 EDITION OF THE
CALIFORNIA PLUMBING CODE, THE 2022 EDITION OF THE
CALIFORNIA MECHANICAL CODE, THE 2022 EDITION OF THE
CALIFORNIA GREEN BUILDING CODE, THE 2022 EDITION OF
THE CALIFORNIA RESIDENTIAL CODE, THE 2022 EDITION

CALIFORNIA ENERGY CODE AND ADOPTING OTHER
REGULATIONS RELATING TO BUILDING REQUIREMENTS.

The Town Council of the Town of Apple Valley, California does ordain as follows:

SECTION 1. Findings
(a) Government Code Sections 50022.1 et. Seq., provide that ordinances and codes of the Federal, State, or any agency of either of them, may be adopted by reference, provided that prior to such adoption by reference a noticed public hearing has been held; and (b) A copy of these codes and standards was filed with the office of the Town Clerk 15 days prior to the noticed public hearing.
(c) A noticed public hearing has been held by the Town Council, at which time all interested persons had the opportunity to appear and be heard on the matter of adopting by reference the current editions of certain model codes, as follows: California Building Code, 2022 Edition, Volumes 1, 2, with Appendices; California Electrical Code, 2022 Edition; California Plumbing Code, 2022 Edition; California Mechanical Code, 2022 Edition; California Residential Code, 2022 Edition, California Green Building Code, 2022 Edition; California Energy Code, 2022 Edition; and the International Property Maintenance Code 2022 Edition.

SECTION 2.

All prior enactments of the Town which are in conflict with this ordinance, including Ordinance No. 512 are hereby repealed, effective upon the date of which this Ordinance becomes effective and operative.

SECTION 3. Continuing Effect.

Notwithstanding Section 2 of this Ordinance, this Ordinance shall be construed as a continuation of said prior enactments as the same may have been heretofore amended from

Ordinance No. 558
time to time, and compliance therewith prior to the effective date hereof shall be deemed to be compliance with the Ordinance unless provided otherwise herein.

SECTION 4.

Chapter 8.10 of Title 8 of the Town of Apple Valley Municipal Code is hereby amended to read as follows:

Chapter 8.10
General
SECTIONS:

8.10.010 Application of Title

8.10.020 Purpose

8.10.030 Scope

8.10.040 Fees

8.10.050 Substitution of References

8.10.060 Copies

8.10.070 Administration of Title

8.10.080 Validity of Permits

8.10.090 Remedies Cumulative

8.10.100 Annual Permits

8.10.110 Penalty for Violation

8.10.120 Interpretation, Legal Procedure, and Penalties

8.10.130 Adoption of Supplements
810.010 Application of Title.

The provisions of this Title 8 shall apply to all buildings, structures and building service equipment within the Town and to all parts thereof except as specifically or by necessary implication provided otherwise in this Title.

8.10.020 Purpose.

The purpose of this Title is to provide minimum standards to safeguard life or limb, health, property and public welfare by regulating the design, construction, quality of materials, use and occupancy, location and maintenance of buildings, equipment, structures and grading within the Town; the electrical, plumbing, heating, comfort cooling and certain other equipment specifically regulated herein; and the moving of buildings within, into, from and through the Town.

8.10.030 Scope.

The provisions of this Title shall apply to the construction, alteration, moving, demolition, repair and use of all buildings, equipment, and structures within the Town, except such as is exempted by law from regulation by the Town.

Ordinance No. 558
Additions, alterations, repairs, moving and changes of use or occupancy in all buildings and structures shall comply with the provisions for new buildings and structures, except as otherwise provided in this Title.

Where in any specific case different sections of this Title specify different materials, methods of construction or installation, or other requirements, those providing the greater safety to life or limb, property welfare shall prevail. Where there is a conflict between a general requirement and a specific requirement, the specific requirement shall be applicable.

8.10.040 Fees.
(a) Fees authorized by this Title, or by a code adopted by reference in this Title, shall be established by ordinance or resolution of the Town in accordance with applicable law. The provisions of such resolution or ordinance shall govern in the event of an inconsistency between the resolution or ordinance and an adopted code.
(b) If a fee is authorized and established by a code adopted by this Title but the amount thereof has not been separately established by ordinance or resolution of the Town Council, then the amount of the authorized fee set forth in the incorporated code shall be assessed and collected.
(c) A permit paid for by check or warrant which is dishonored for any reason shall be automatically revoked.

8.10.050 Substitutions of References.

Whenever in any of the Uniform California Codes adopted in this Division, or on or in any location there appears a reference to the following names or terms, those names or terms shall be deemed and construed as follows, to wit:
(a) City of or any other similar reference to a political entity shall mean the incorporated territory of the Town of Apple Valley.
(b) “Director of Building and Safety”, “Electrical Safety Engineer”, “Administrative Authority” or any other similar term which makes reference to the individual official, board, department, or agency created by law to administer and enforce the provisions of the Codes adopted herein shall mean the Building Official and his or her Authorized Assistants. (c) “City Council” shall mean the Town Council of the Town of Apple Valley.

8.10.060 Copies.

One copy of each Uniform Code adopted by this Title shall be kept on file in the office of the Town Clerk for reference use by the public.

8.10.070 Administration of Title.

The Building Official shall administer the provisions of this Title.

8.10.080 Validity of Permits.

Ordinance No. 558
Permits required by this Title shall be issued only in accordance with the provisions hereof. Any permit issued contrary to the provisions of this title shall be void and of no effect.

8.10.090 Remedies Cumulative.

Remedies provided to the Town for violations of this Title are cumulative with other remedies available to the Town, whether set forth in this Title or elsewhere. The convictions and punishment of a person for violating any provision of this Title shall not relieve such person of the obligation to comply herewith in all respects.

8.10.100 Annual Permits.
(a) Where any person, firm or corporation in the course of normal maintenance procedures proposes to install, alter or repair any electrical wiring, devices, appliances, plumbing, drainage systems, septic tanks, seepage pits, leaching lines, heating, ventilating, refrigeration or water conservation equipment in an existing facility located on property under the direct control of such person, firm or corporation and is able to, and does in fact, furnish inspection service which meets the requirements and rules and regulations of the Town of Apple Valley Municipal Code, and whose operations are under the continuous supervision of a professional engineer or engineers, duly registered with and licensed by the State of California, such person, firm or corporation shall not be required to obtain approval at each consecutive inspection step of the installation, alteration or repair but shall be required only to obtain an annual permit or annual permits and assure that the work in progress is accessible to the Building Official for such periodic inspections as he or she may deem necessary. (b) The fee for each separate Annual Permit
(Electrical, Plumbing, Mechanical) shall be based upon the number of employees doing work in the crafts covered in each Annual Permit in accordance with the Town of Apple Valley Municipal Code Schedule of Fees or such other applicable Town enactment. (c) The designated responsible supervising engineer shall file with the Building Official a written report specifying the work done under the issued Annual Permit. Such written report shall be filed with the Building Official within thirty (30) days following the end of the fiscal year for which the permit was issued.

8.10.110 Penalty for Violation.

Where work for which a permit is required by the codes herein adopted is started or proceeded without first obtaining the required permit, a permit shall not be issued until all past due enforcement costs are paid. The enforcement costs are the actual costs, as specified in the Town of Apple Valley Municipal Code Schedule of Fees, or other applicable Town enactment, and must be paid on demand. The Building Official may use any legal means available to collect enforcement fees. The payment of such enforcement fees shall not relieve any persons from fully complying with the requirements of these Codes in the execution of the work nor from any other penalties prescribed herein. Any section in any of the codes herein adopted which is in conflict with this Section is hereby repealed.

8.10.120 Interpretation, Legal Procedure, and Penalties.

Ordinance No. 558
(a) Interpretation.

In interpreting and applying the provisions of this Title, said provisions shall be held to be the minimum requirements for the promotion of public health, safety, and general welfare. (b) Penalties.
(1) Any buildings or structures erected or maintained, or any use of property contrary to the provisions of this Title shall be and the same is hereby declared to be unlawful and a public nuisance and the Town Attorney may, upon request of the Building Official, immediately commence an action or actions, proceeding or proceedings, for the abatement, removal and enjoinment thereof in the manner provided by law and shall take such steps and shall apply to such court or courts as may have jurisdiction to grant such relief as will abate or remove such building, structure, or use, and restrain and enjoin any person from erecting or maintaining such building or structure or using any property contrary to the provisions of this Division.
(2) All remedies provided for herein shall be cumulative and not exclusive.

The conviction and punishment of any person hereunder shall not relieve such person from the responsibility of correcting prohibited conditions or removing prohibited buildings, structures or improvements, nor prevent the enforced correction or removal thereof. (3) All other provisions of the Town Municipal
Code notwithstanding, any person violating or causing or permitting the violation of any of the provisions of this Chapter, or of any permit or exception granted hereunder, shall be guilty of an infraction or misdemeanor as hereinafter specified, and upon conviction thereof, shall be punished in accordance with the provisions of Sections 1.01.200 through 1.01.230 of Chapter

1.01 of Title 1 of this Code.

Notwithstanding the above, a first or second offense may be charged and prosecuted as a misdemeanor. Payment of any penalty herein provided shall not relieve a person from the responsibility of correcting the condition resulting from the violation. In addition to the above penalties the Court may order that the guilty person reimburse the Town for all of its costs for investigation, analysis and prosecution of the enforcement action against the guilty person. The Court shall fix the amount of any such reimbursements upon submission of proof of such costs by the Town.
(4) A Notice of Pendency of Administrative Action or Proceeding may be filed in the County Recorder’s Office at the time of commencement of action or proceeding or at any time before final judgment or order. The County Clerk shall record and index the pendency of action in the name of each person specified in the action or proceedings. After all required work has been completed and approved, the Building Official shall cause to be recorded in the Office of the County Recorder a document terminating the above Notice. (5) In the event that any person, firm or corporation shall fail, neglect or refuse to demolish, remove, abate or correct a structure or condition existing in violation of this Title upon his or her or its property after a civil court order or criminal conviction obtained pursuant to this Section, the Town Manager may order the Building Official to demolish, remove, abate or correct the offending structure or condition. A statement of the cost of such work shall

Ordinance No. 558
be transmitted to the Town Manager who shall cause the same to be paid and levied as a special assessment against the property.

8.10.130 Adoption of Supplements.

All Supplements to The California Building Code, The California Electrical Code, The California Plumbing Code, The California Mechanical Code, The California Residential Code, The California Green Building Code, The Uniform Solar Energy Code, The International Property Maintenance Code are hereby adopted and shall be applied to all development within the jurisdiction of the Town except that provisions which are inconsistent with this Title, or as to which the underlying provisions have been deleted by this Title, shall not be enforced or applied.

SECTION 5.

Chapter 8.12 entitled “California Building Code” is hereby amended to read as follows:

Chapter 8.12

CALIFORNIA BUILDING CODE
Section 8.12.010. Adopted.

The California Building Code, Volumes 1 & 2, 2022 Edition, as published by the California Building Standards Commission, including the Appendix and the Standards referred to therein, is hereby adopted and made part of this Chapter by reference, with the following modifications.

Section 104.8. Liability.

The Building Official, or his/her authorized representative, charged with the enforcement of this Code, acting in good faith and without malice in the discharge of the duties required by this code or other pertinent law or ordinance, shall not thereby be rendered personally liable for damages that may accrue to persons or property as a result of an act or by reason of act or omission in the discharge of such duties. A suit brought against the Building Official, agent or employee in the enforcement of any provision of such codes or other pertinent laws or ordinances implemented through the enforcement of this code or enforced by the code enforcement agency shall be defended by this jurisdiction until final termination of such proceedings, and any judgment resulting there from shall be assumed by this jurisdiction.

The provisions of this section shall apply if the Building Official or his/her authorized representative are employees of this jurisdiction and shall also apply if the Building Official or his/her authorized representative are acting under contract as agents of the jurisdiction.

This code shall not be construed to relieve from or lessen the responsibility of any person owning, operating or controlling any building or structure for any damages to persons or property caused by defects, nor shall the code enforcement agency or its parent jurisdiction be held as assuming any such liability by reason of the inspections authorized by this code or any permits or certificates issued under this code.”

Ordinance No. 558
Section 105.5. Expiration
Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 and, after its issuance, or if the work authorized on the site by such permit is suspended, abandoned or uncompleted for a period of 180 days after the work has commenced or 180 days past the last required inspection. The building official is authorized to grant one extension of time for not more than 180 days. The extension shall be requested in writing and justifiable cause demonstrated. No permit shall be extended more than once.

If work has been suspended or abandoned past 180 days, the permit shall be expired and new permit(s) issued. The fee for such renewal of permit(s) shall be one half of the original permit fee or one half of the fee of the current adopted fee schedule at the time of renewal.

Permits which have been abandoned and require only final inspection may be reissued at minimum fee or as determined by the building official.

Offsite Improvements is added to Chapter 1, Division II Subsection 105 to read as follows:

Section 105.8 Deadline for Onsite and/or Offsite Improvements.

Onsite and/or Offsite Improvements required by the terms of the Municipal Code, Development Code, or other ordinances or applicable policies or regulations adopted by the Town, must be completed and approved prior to occupancy or prior to connection of utilities. A cash deposit may be submitted in lieu of onsite improvements if necessitated by climatic conditions, coordination of utilities or improvements, material shortages or labor strike.

A cash deposit may be submitted in lieu of offsite improvements under the following conditions:

To facilitate preparations of the building(s) for an occupancy, utilities may be permitted to be connected provided the improvements are completed and approved prior to final occupancy approval.

If necessitated by climatic conditions, coordination of utilities or improvements, material shortages or labor strike, the cash deposit for the improvements may be increased to permit connection of the utilities and occupancy provided a Certificate of Occupancy will not be issued until the improvements are completed and approved.”
Section 109.6 Refunds
Refund’s for permits issued in error or permits issued for which no work has been started and have not been expired shall be determined by the Town Finance Department policy.

Section 110.1 Inspections General
To be amended to include. If work has not been completed for a requested inspection, plans are not available on site or access has not been provided a re-inspection fee shall be assessed as determined by the Building Official or his/her authorized representative.

Section 113.3. Board of Appeals Qualifications
The Town Council shall act as the Board of Appeals.

Ordinance No. 558
Section 1505.1 Roof Covering Requirements
The roof covering on any structure regulated by this Code shall be Class “A” as classified in Section 1505.2. Exception: Repairs of and additions to existing structures which requires the replacement or addition of 25% or less of the total roof area may be made using material matching the existing roof.

Appendix Chapter J, of the California Building Code 2022 Edition is amended to read as follows:

SECTION J103 Permits Required
Section J103.1
No person shall do any grading without first having obtained a grading permit from the Building Official except for the following:

1. Cemetery Graves

2. Refuse disposal sites controlled by other regulations.

3. Excavations for wells or tunnels or utilities.

4. Mining, quarrying, excavating, processing, stockpiling of rock, sand, gravel, aggregate or clay where established and provided for by law, provided such operations do not affect the lateral support or increase the stresses in pressure upon any adjacent or contiguous property.

5. Exploratory excavations under the direction of soil engineers or engineering geologists.

6. Excavation for construction of a structure permitted under this code.

Section J103.3. Unsafe Grading Sites.

All sites which constitute a hazard to safety or health or public welfare by reason of inadequate maintenance, or abandonment, or noncompliance with approved grading plans as specified in this Code are for the purposes of this Chapter unsafe grading sites. Further, whenever the Building Official determines by inspection that a site is dangerous to human life or property by reason of being located in an area which is unsafe due to a hazard from landslide, mudslide, settlement, displacement or slippage, such site shall for the purpose of this Chapter be considered unsafe, whether or not grading earth work has been performed. All such unsafe grading sites are hereby declared to be public nuisances and shall be abated by repair, in accordance with the procedures as set forth in Section 115 of the California Building Code Chapter 1 Division II and Section 8.10.120 of the Municipal Code.” SECTION J104
J104.2.1. Grading Designation.

Grading in excess of 5,000 cubic yards (3,825 m3) or that is proposed to support any structure shall be designated as "engineered grading." All engineered grading shall be performed in accordance with an approved grading plan and specifications prepared by a Civil Engineer, unless otherwise required by the Building Official.

Ordinance No. 558
Grading involving less than 5,000 cubic yards (3,825 m3) and that will not support any structure shall be designated "regular grading" unless the permittee chooses to have the grading be designated as engineered grading, or the Building Official determines that, due to the existence of special conditions or unusual hazards, the grading should be designated as engineered grading.

J104.2.2. Regular grading requirements.

In addition to the provisions of Section J104.2, an application for a regular grading permit shall be accompanied by two sets of plans in sufficient clarity to indicate the nature and extent of the work. The plans shall give the location of the work, the name of the owner, and the name of the person who prepared the plan. The plan shall include the following information:

1. General vicinity of the proposed site.

2. Limits and depths of cut and fill.

3. Location of any buildings or structures where work is to be performed, and the location of any buildings or structures within 15 feet (4572 mm) of the proposed grading that may be affected by the proposed grading operations.

4. Contours, flow areas, elevations, or slopes which define existing and proposed drainage patterns.

5. Location of existing and proposed utilities, drainage facilities, and recorded public and private easements and restricted use areas.

6. Location of all recorded floodways.

J104.2.3 Engineered Grading Requirements.

In addition to the provisions of Section 106 and Section J104.2, an application for a permit for engineered grading shall be accompanied by four sets of plans and specifications, and supporting data consisting of a soils engineering report and engineering geology report.

Specifications shall contain information covering construction and material requirements.

Plans shall be drawn to scale upon substantial paper or cloth and shall be of sufficient clarity to indicate the nature and extent of the work proposed and shall show in detail that the proposed work will conform to the provisions of this Code and all relevant laws, ordinances, rules, and regulations. The first sheet of each set of plans shall depict the location of the proposed work, the name and address of the owner, and the person by whom they were prepared.

The plans shall include or be accompanied by the following information:

1. General vicinity of the proposed site.

2. Property limits and accurate contours of existing ground and details of terrain and area drainage.

3. Limiting dimensions, elevations, or finish contours to be achieved by the grading, proposed drainage channels, and related construction.

4. Detailed plans of all surface and subsurface drainage devices, walls, cribbing, dams, and other protective devices to be constructed with, or as a part of, the proposed work. A map

Ordinance No. 558
showing the drainage area and the estimated runoff of the area served by any drains shall also be provided.

5. Location of any existing or proposed buildings or structures located on the property on which the work is to be performed and the location of any buildings or structures on adjacent properties that are within 15 feet (4572 mm) of the property or that may be affected by the proposed grading operations.

6. Recommendations in the geotechnical report and the engineering geology report shall be incorporated into the grading plans or specifications. When approved by the Building Official, specific recommendations contained in the soils engineering report and the engineering geology report, that are applicable to grading, may be included by reference.

7. The dates of the geotechnical and engineering geology reports together with the names, addresses, and phone numbers of the firms or individuals who prepared the reports.

8. A statement of the quantities of material to be excavated and/or filled. Earth work quantities shall include quantities for geotechnical and geological remediation. In addition, a statement of the quantities of material to be imported or exported from the site.

9. A statement signed by the owner, acknowledging that a Field Engineer, Geotechnical Engineer, and Engineering Geologist, when appropriate, will be employed to perform the services required by this Code, when the Building Official requires that such professional persons be so employed.

10. Storm water provisions are required to be shown on the grading plan.

11. A drainage plan for those portions of property proposed to be utilized as a building site (building pad), including elevations of floors with respect to finish site grade and locations of proposed stoops, slabs, and fences that may affect drainage.

12. Location and type of any proposed private sewage disposal system, including the location of the expansion area.

13. Location of existing and proposed utilities, drainage facilities, and recorded public and private easements and restricted use areas.

14. Location of all recorded floodways.

15. Location of all Special Flood Hazard Areas as designated and defined in Title 44, Code of Federal Regulations.

SECTION J109 Drainage and Terracing
Section J109.5 Disposal.

All drainage facilities shall be designed to convey waters to the nearest practicable street, storm drain, or natural watercourse or drainage way approved by the Building Official or other appropriate governmental agency provided that the discharge of such waters at that location will not create or increase a hazard to life or property. Erosion of the ground in the area of discharge shall be prevented by installation of non-erosive down drains or other devices.

Desilting basins, filter barriers, or other methods, as approved by the Building Official, shall be utilized to remove sediments from surface waters before such waters are allowed to enter

Ordinance No. 558
streets, storm drains, or natural watercourses. If the drainage device discharges onto natural ground, riprap, or a similar energy dissipater may be required.

Building pads shall have a minimum drainage gradient of 2 percent toward an approved drainage facility or a public street unless otherwise directed by the Building Official. A lesser slope may be approved by the Building Official for sites graded in relatively flat terrain, or where special drainage provisions are made, when the Building Official finds such modification will not result in a hazard to life or property.

SECTION J110. Erosion Control
Section J110.1.1. Slopes.

The faces of cut and fill slopes shall be prepared and maintained to control against erosion. This control may consist of effective planting. The protection for the slopes shall be installed as soon as practicable and prior to calling for final approval. Where cut slopes are not subject to erosion due to the erosion resistant character of the materials, such protection may be omitted.

Section J110.1.2.2. Wind Erosion Control Plans Required A written wind erosion control plan shall be submitted to the Building Official for approval prior to the issuance of a grading permit. This plan shall employ the use of one or more of the following measures:

Grading of tracts in small phases to minimize the amount of bare ground exposed at any one time;
The requirement to have water trucks on site and that they be used on a regular basis; The use of approved chemical additives to water stabilize the soil crust; The use of hydro seeding.

The Building Official may at any time during or after grading has taken place require additional erosion measures be implemented if the measures contained in the wind erosion control plan are not achieving the desired result of preventing wind erosion of the soil.” Section J110.2.3. Water Erosion Control Plans Required
A written water erosion control plan shall be submitted to the Building Official for approval for any grading performed. Water erosion control measures shall be required to be in place during this time period for all active grading projects and, if the Building Official deems it appropriate, any previously graded projects.

A new Section J 113 is hereby added to Appendix
Chapter J of the Appendix to The California Building Code, 2022 Edition, to read as follows:

SECTION J113 Grading Compatibility Review
J 113.1.1. Plans for single lot grading which are not part of a land subdivision grading plan shall be reviewed for approval by the Assistant Director of Community Development when any of the following exist:

Fills or cuts greater than 4 feet in height or depth from existing grade are proposed; or A combination cut/fill slope having greater than 4 feet in vertical height is proposed; or

Ordinance No. 558
An area of 13,000 square feet or more is proposed to be graded unless:

It is determined by the Town Engineer that an area greater than 13,000 square feet is required to be graded for drainage purposed; or
The lot is 18,000 square feet or less in area with an average slope of five percent (5%) or less and the grading is necessary as determined by the Town Engineer to help reduce the amount of import or export of dirt required to grade the site; or Grading is proposed on slopes having a fifteen percent (15%) or greater grade.

Section J113.1.2. Assistant Director of Community Development’s review and subsequent approval of the grading plans shall be based upon the following findings:

That the proposed grading conforms to the Town’s policy goal of preserving the extent feasible the natural contours of the land; and
That the proposed grading conforms to the Town’s policy goal of minimizing land disturbance caused by grading; and
The proposed slope of the land complies with all applicable regulations and is not unreasonably severe; and
The proposal will not unreasonably interfere with light, air, or visibility of the general public or of adjacent neighbors; and
The proposal is planned so as to prevent unreasonable damage to or interference with surrounding property; and
The proposal is planning so as to avoid unreasonable interference with the health or safety of people.

Section J113.1.2.1. Any grading resulting in a retention area that retain more than 18 inches of water must percolate within 72 hours.

J113.1.3. The decision of the Director of Community Development shall be final unless appealed in writing to the Planning Commission. The letter of appeal accompanied by an appeal fee as set by the Town Council must be received by the Assistant Director of Community Development within 10 days of said decision. The determination of the Planning Commission shall be final.

A new Section J114 is hereby added to Appendix Chapter J of the Appendix of the California Building code, 2022 Edition, to read as follows:

SECTION J114 Clearing Permit
J114.1. Permits Required. A person shall not clear or grub any vacant lot, or any developed lot exceeding one-half acre in size, without first obtaining a clearing permit from the Town. In the event that a grading permit has been issued with respect to the property, no clearing permit shall be required for that portion of the property covered by the grading permit.

J114.2. Findings and Decision. An application for a clearing permit shall not be approved unless the Building Official determines that the proposed clearing and grubbing will not result in significant blowing dust or erosion of topsoil.

J114.3. Exemptions. Persons shall be exempt from this Section in the event that:

Ordinance No. 558
They are required to remove vegetation at the request of the Apple Valley Fire Protection District, San Bernardino County Flood Control District or any other appropriate governmental agency. This shall be done by mowing not ground disturbance; or The proposed grading activity is part of an existing bona fide agricultural activity; or The County Agricultural Commissioner has given written notice that the proposed grading/clearing activity is required to perform a new bona fide agricultural activity. A bona fide agricultural activity must be served by a water distribution system adequate for the proper operation of such activity.”
SECTION 6.

Chapter 8.13 entitled the “California Residential Code” is hereby added to read as follows:

Chapter 8.13

CALIFORNIA RESIDENTIAL CODE
Sections 8.13.010. Adopted. The California Residential Code, 2022 Edition, prepared and published by the California Building Standards, is hereby adopted and made a part of this Chapter by reference, with the following modifications.

Chapter 1, Division II, Section R105.5 is hereby amended to read as follows:

Every permit issued shall become invalid unless the work authorized by such permit is commenced within 12 months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Building Official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated.

Appendix Chapters AA, AB, AC, AD, AE, AF, AG, AI, AK, AL, AN, AP, AO, AR, AS, AT, AU, AV, AW & AY are deleted.

SECTION 7.

Chapter 8.15 entitled “California Green Building Standards” is hereby added to read as follows:

Chapter 8.15

CALIFORNIA GREEN BUILDING STANDARDS CODE
Sections 8.15.010 Adopted. The California Green Building Standards Code, 2022 Edition, prepared and published by the California Building Standards, is hereby adopted and made part of this Chapter by reference, with the following modifications.

Chapter 4 Section 4.106.3 is hereby amended to read as follows:

Ordinance No. 558
All surface water retained must percolate within 72 hours, the method used to achieve this must be approved by the Building Official or Town engineer.

SECTION 8
Chapter 8.16 entitled “California Electrical Code” is hereby amended to read as follows:

Chapter 8.16

CALIFORNIA ELECTRICAL CODE
Sections 8.16.010. Adopted. The California Electrical Code, 2022 Edition, prepared and published by the California Building Standards, is hereby adopted and made a part of this Chapter by reference.”
SECTION 9.

Chapter 8.18 entitled “California Plumbing Code” is hereby amended to read as follows:
“Chapter 8.18

CALIFORNIA PLUMBING CLODE
Sections 8.18.010 Adopted. The California Plumbing Code, 2022 Edition, prepared and published by the California Building Standards, including Appendices thereto and installation standards incorporated therein, is hereby adopted and made a part of this Chapter by reference.

SECTION 10.

Chapter 8.21 entitled “California Mechanical Code” is hereby amended to read as follows:
“Chapter 8.21

CALIFORNIA MECHANICAL CODE
Section 8.21.010 Adopted. The California Mechanical Code, 2022 Edition including Appendices and its standards incorporated therein, as published by the California Building Standards, is hereby adopted and made a part of this Chapter by reference with the following modifications:

Ordinance No. 558
SECTION 11.

Chapter 8.22 entitled “Uniform Solar Energy Code: is hereby amended to read as follows:
“Chapter 8.22

CALIFORNIA ENERGY CODE
Sections 8.22.010 Adopted. The California Energy Code, 2022 Edition including Appendices and its standards incorporated therein, as published by the California Building Standards, is hereby adopted and made a part of this Chapter by reference.” SECTION 12. Modifications.

The Town Council of the Town of Apple Valley hereby expressly finds that these regulations and provisions, and those of the codes adopted herein, are in compliance with Sections 17958 et seq. of the Health and Safety Code of the State of California and that a copy of this Ordinance shall be forwarded to the California Building Standard Commission of the State of California by the Town Clerk of the Town of Apple Valley, and said copy will serve to satisfy the requirements of filing of findings as stated in Section 17958.7 of the Health and Safety Codes of the State of California. Each of the foregoing modifications to the uniform code adopted by this Ordinance are reasonably necessary because of local climatic, geological or topographical conditions.

SECTION 13. Effective Date.

This Ordinance shall become effective thirty (30) days from and after date of its adoption, but not prior to January 1, 2023.

SECTION 14. Severability.

If any provision of this Ordinance or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end the provisions of this Ordinance are declared to be severable.

SECTION 15. Notice of Adoption.

The Town Clerk of the Town of Apple Valley shall certify to the adoption of the Ordinance and cause publication to occur in the newspaper of general circulation and published and circulated in the Town in a manner permitted under Section 36933 of the Government Code of the State of California.

Ordinance No. 558
APPROVED and ADOPTED by the Town Council of the Town of Apple Valley this 13 th
day of November, 2022.
_____________________________
Mayor, Kari Leon
Attest:
________________________________
Town Clerk, La Vonda Pearson
Approved as to Form: Approved as to Content:
____________________________ _________________________
Town Attorney, Thomas Rice Town Manager, Douglas B. Robertson

Town Council Agenda Report
Date: October 11, 2022
To: Honorable Mayor and Town Council
Subject: INTRODUCE ORDINANCE NO. 559” AN ORDINANCE OF THE TOWN

COUNCIL OF THE TOWN OF APPLE VALLEY, CALIFORNIA, AMENDING CHAPTER 12.20., ENTITLED “SPECIAL SPEED LIMITS” OF TITLE 12 OF THE TOWN OF APPLE VALLEY MUNICIPAL CODE”
From: Douglas Robertson, Town Manager
Submitted by: Mike Podegracz, Town Engineer
Engineering
Budgeted Item: Yes No N/A

RECOMMENDED ACTION
A. Move to waive the reading of Ordinance No. 559 in its entirety and read by title only.

B. Move to Introduce No. 559 An Ordinance of the Town Council of the Town of Apple Valley, California, amending Chapter 12.20., entitled “special speed limits” of Title 12 of the Town of Apple Valley Municipal Code.”

BACKGROUND
The California Vehicle Code (“CVC”) authorizes local agencies to determine the prima facie or maximum speed limit upon the basis of an engineering and traffic survey and requires that local agencies review changes in local speed limits on a periodic basis to determine if the speed limits require updating due to age of the engineering and traffic survey or due to changes in roadway conditions.

On March 22, 2022, Council awarded a Professional Services Agreement to KOA Corporation for the 2022 Engineering and Traffic Survey (E&TS) to evaluate speed limits at roadway segments located in the Town of Apple Valley. Engineering and traffic surveys were completed by KOA between March 2022 and September 2022 on a total of 16 street segments within the Town limits. The 16 segments surveyed include six segments currently included in Chapter

12.20 of the Apple Valley Municipal Code (Special Speed Limits Ordinance). Said segments have been updated due to the age of the previous surveys or changes in roadway conditions

resulting in a recommendation to: maintain the current speed limit for five of the segments and decrease the speed limit for two segments. In addition, it has been determined that changes in the prima facie or maximum speed limits are appropriate for nine additional segments not previously included in the ordinance.

Existing segments to remain the same (4 locations) are as follows:

Street Segment
Existing Posted
Speed Limit
(MPH)
Recommended
Posted Speed Limit
(MPH)
Apple Valley Rd Yucca Loma Rd to Symeron Rd 55 55
Ramona Ave Navajo Rd to Central Rd 45 45
Yucca Loma Rd Apple Valley Rd to Rincon Rd 45 45
Yucca Loma Rd Rincon Rd to Kiowa Rd 45 45
Existing Segments to decrease (2 locations) are as follows; Street Segment
Existing Posted
Speed Limit
(MPH)
Recommended
Posted Speed Limit
(MPH)
Apple Valley Rd Symeron Rd to Hwy 18 55 50
Powhatan Rd Navajo Rd to Central Rd 45 40
Existing Segments not in current Ordinance (9 locations) are as follows:

Street Segment
Existing Posted
Speed Limit
(MPH)
Recommended
Posted Speed Limit
(MPH)
Nokomis Rd Symeron Rd to Riverside Dr. 35* 40
Ramona Ave Navajo Rd to Standing Rock Ave 35* 40
Ramona Ave Standing Rock Ave to Thunderbird Rd 35* 40
Rimrock Rd Corwin Rd to Hwy 18 35* 40
Seneca Rd Apple Valley Rd to Riverside Dr. 35* 45
Symeron Rd Apple Valley Rd to Riverside Dr. 35* 35
Nanticoke Rd Ramona Ave to Thunderbird Rd Not Posted 40 Ottawa Rd Navajo Rd to Central Rd Not Posted 40
Tonikan Rd Ramona Ave to Thunderbird Rd Not Posted 40
*Legacy Speed Limit

ANALYSIS
The E&TS was conducted in accordance with the California Vehicle Code (CVC) Section 627 and the California Manual on Uniform Traffic Control Devices (CA-MUTCD), last updated in March 30, 2021 Rev.6. These Surveys have been conducted to determine the appropriate speed limits for radar speed enforcement in the Town of Apple Valley as required by the CVC.

Speed limits should be set preferably at or near the 85th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. CA MUTCD guidelines for establishing speed limits based on the prevailing speed of traffic allow for one five-mph

reduction if appropriate justification is provided. All of the updated and new speed zones are identified in the Engineering and Traffic Survey attached.

The Legacy Speed Limit of 35 mph that was posted on the streets identified above results from a pilot program authorized under Assembly Bill 1209 which was adopted in 1997. The Bill provided, until January 1, 2001, that the prima facie speed limit to be 35 mph on any highway other than a state highway, in any moderate density residential district within the boundaries of the Town of Apple Valley. AB 1209 required that Caltrans and California Highway Patrol report annually on the effectiveness of this pilot program. It was determined by both agencies that continuation of the program was not warranted, however, the speed limit signs were not removed.

The segment of Waalew Road between Corwin Road and Dale Evans Parkway was recommended to remain at the existing 55 MPH prima facie speed limit as defined in the CVC.

As such, it will not be included in the ordinance, but will have signs installed to advise motorists of this condition.

FISCAL IMPACT
To facilitate the change of speed limit the new signs will come from our sign inventory, and the current signs will go back into the sign inventory. Funding has been included for sign installations in the adopted Fiscal Year 2022/23 Budget.

ATTACHMENTS
A. Ordinance 559
B. 2022 Engineering and Traffic Survey prepared by KOA Corporation.

ORDINANCE NO. 559

AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN

OF APPLE VALLEY, CALIFORNIA, AMENDING CHAPTER

12.20, ENTITLED “SPECIAL SPEED LIMITS” OF TITLE 12

OF THE TOWN OF APPLE VALLEY MUNICIPAL CODE
WHEREAS, the California Vehicle Code, including, but not limited to, sections 22357 and 22358, authorizes local authorities to increase or decrease local speed limits upon the basis of conducting an engineering and traffic survey; and WHEREAS, State regulations require that local authorities review changes in local speed limits on a periodic basis to determine if the speed limits require updating; and WHEREAS, the Town currently regulates speed limits in the Town of Apple Valley pursuant to State law under Chapter 12.20 of the Apple Valley Municipal Code; and WHEREAS, the Town has determined that seven segments currently included in section 12.20.020 of the Murrieta Municipal Code require updating, maintaining the current speed limit for five of the segments; and decreasing the speed limit for two segments; and WHEREAS, nine segments not previously included in section 12.20.020 require a new speed limit; and
WHEREAS, the desire to ensure the orderly movement of traffic in a reasonable and safe manner through appropriate speed limits requires the Council to take action.

NOW, THEREFORE, the Town Council of the Town of Apple Valley, California, does ordain as follows:

Section 1. Chapter 12.20 entitled “SPECIAL SPEED LIMITS” of Title 12 of the Town of Apple Valley Municipal Code is hereby amended to read as follows:
“Chapter 12.20

SPECIAL SPEED LIMITS

12.20.010 Basis Of Change Or Determination ....................................... The prima facie speed limit declared for each street or portion thereof designated in section 12.20.020 is a speed limit which is either an increase from the prima facie speed limit or a decrease from the maximum speed limit otherwise applicable to such street or portion thereof pursuant to Chapter 7 of Division 11 of the Vehicle Code of the State (commencing at section 22348 thereof). The increase or decrease has been determined upon the basis of an engineering and traffic survey. For each street or portion thereof upon which an increase in the prima facie speed limit (otherwise applicable) has been declared, a determination has been made that the increased declared prima facie speed limit is the most appropriate to facilitate the orderly movement of traffic and is reasonable and safe.

For each street or portion thereof upon which a decrease from the maximum speed limit

Ordinance No. 559
(otherwise applicable) has been made and a lower speed limit declared as the prima facie speed limit, a determination has been made that the maximum speed limit (otherwise applicable) is more than is reasonable or safe, and that the declared prima facie speed limit is most appropriate to facilitate the orderly movement of traffic and is reasonable and safe.

12.20.020 Changes In State Law Speed Limits.......................................The prima facie speed limit declared in this section for each street or portion of a street designated shall be effective from and after the posting of appropriate signs giving notice thereof. The names of the streets upon which special prima facie speed limits are hereby declared, the portion of such streets affected by the declaration, and the declared prima facie speed limits therefor is as follows:

Name of Street Portion AffectedSpeed Limit (in miles per hour) Declared Prima Facie
Algonquin Road From Bear Valley Road to Sitting Bull Road 35 Apple Valley Road From Bear Valley Road to Town Center Drive 50 Apple Valley Road From Bear Valley Road to Pimlico Road 50 Apple Valley Road From Pimlico Road to Yucca Loma Road 55 Apple Valley Road From Yucca Loma Road to Symeron Road 55 Apple Valley Road From Symeron Road to Hwy 18 50
Apple Valley Road From Town Center Drive to Arroyo Mesa Lane 45 Bear Valley Road From the Western Town Limits to the Lowe’s Entrance Signal
50 Bear Valley Road From the Lowe’s Entrance Signal to Kiowa Road 55 Bear Valley Road From Kiowa Road to Navajo Road 55
Bear Valley Road From Navajo Road to Eastern Town Limits 55 Central Road From Bear Valley Road to Highway 18 55
Dale Evans Pkwy From Highway 18 to Thunderbird Road 45
Del Oro Road From Apple Valley Road to Deep Creek Road 45 Flathead Road From Tonawanda Road to Highway 18 45
Flathead Road From Highway 18 to Ramona Avenue 45
Iroquois Road From Pah-Ute Road to Rancherias Road 35
Jess Ranch Parkway From Town Center Drive to Bear Valley Road 35 Kamana Road From Apple Valley Road to Tao Road 45
Kiowa Road From Bear Valley Road to State Highway 18 45 Kiowa Road From Highway 18 to Navajo Road 45
Kiowa Road From Bear Valley Road to Tussing Ranch Road 50 Mohawk Road From Tussing Ranch Road to Bear Valley Road 50 Mondamon Road From Highway 18 to Apple Valley Road 45
Nanticoke Road From Ramona Ave to Thunderbird Road 40
Nokomis Road From Symeron Road to Riverside Dr. 40
Navajo Road From State Highway 18 to Ottawa Road 40
Navajo Road From Bear Valley Road to Ottawa Road 50
Navajo Road From State Highway 18 to 300’- North of Pineridge Road
45

Ordinance No. 559
Navajo Road 300’- North of Pineridge Road to Thunderbird Road 50 Otoe Road From Rancherias Road to Dale Evans Parkway 50 Ottawa Road From Rincon Road to Kiowa Road 40
Ottawa Road From Kiowa Road to Navajo Road 45
Ottawa Road From Navajo Road to Central Road 40
Powhatan Road From Navajo Road to Central Road 40
Ramona Ave From Navajo Road to Standing Rock Ave 45
Ramona Ave From Standing Rock Ave to Thunderbird Road 40 Ramona Ave From Navajo Road to Central Road 45
Rancherias Road From Highway 18 to Tomahawk Road 45
Rancherias Road From Tomahawk Road to Erie Road 35
Rancherias Road From Erie Road to Yucca Loma Road 45
Rimrock Road From Corwin Road to Hwy 18 40
Rimrock Road East From Highway 18 to Rancherias Road 45 Rincon Road From Sitting Bull Road to Rancherias Road 45 Riverside Drive From Sahale Lane to Branding Iron Road 40 Seneca Road From Apple Valley Road to Riverside Dr. 45
Seneca Road From Apple Valley Road to Rancherias Road 45 Shoshonee Road From Apple Valley Road to Seminole Road 45 Sitting Bull Road From Apple Valley Road to Valley View Court 45 Sitting Bull Road From Valley View Court to Kiowa Road 45 Sitting Bull Road From Kiowa Road to Navajo Road 45
South Road From Central Road to Mesquite Road 50
Standing Rock Ave From Outer Highway 18 to Navajo Road 50 Symeron Road From Apple Valley Road to Riverside Dr. 35 Thunderbird Road From Dale Evans Parkway to Navajo Road 50 Thunderbird Road From Rancherias Road to Dale Evans Parkway 45 Tomahawk Road From Rancherias Road to Mandan Road 45
Tonikan Road From Ramona Ave to Thunderbird Road 40
Tuscola Road From Apple Valley Road to Nokomis Road 45
Yucca Loma Road From Apple Valley Road to Rincon Road 45 Yucca Loma Road From Rincon Road to Kiowa Road 45
Yucca Loma Road From Kiowa Road to Navajo Road 45
Zuni Road From Rancherias Road to Dale Evans Pkwy 45
Spring Valley Lake
Equestrian Area
For the area bound by: North of Bear Valley Road,
east of West Town limits, south of Ottawa Road,
west of Apple Valley Road
35 Area north of Bear
Valley at Multnomah
Road
For the area of: Multnomah Road, Caddo Road and
Klamath Road
30 Area south of Bear
Valley Road at
Laguna Road
For the area of: Bear Valley Road on the north,
Kiowa Road on the West, Sandia Road on the
south, and Mohawk Road on the east”
35

Ordinance No. 559
SECTION 2. Effective Date. This ordinance shall become effective thirty days from and after its adoption.

SECTION 3. Notice of Adoption. The Town Clerk of the Town of Apple Valley shall certify to the adoption of this ordinance and shall cause publication to occur in a newspaper of general circulation and published and circulated in the Town in a manner permitted under section 36933 of the Government Code.

APPROVED and ADOPTED by the Town Council of the Town of Apple Valley and signed by the Mayor and attested by the Town Clerk this 25th day of October, 2022.

Kari Leon, Mayor
ATTEST:

La Vonda M-Pearson, Town Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:

Thomas Rice, Town Attorney Douglas B Robertson, Town Manager

Final Report
Engineering and Traffic Surveys
Prepared for
Town of Apple Valley, CA
Engineering Department
14955 Dale Evans Parkway
Apple Valley, CA 92307
Prepared by:

September 09th, 2022
5095 Murphy Canyon Road, Suite 330, San Diego, CA 92123 T: 619.683.2933 | F: 619.683.7982 | www.koacorp.com

MONTEREY PARK ORANGE ONTARIO SAN DIEGO

9.9.22

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 1 of 22
Table of Contents

1.0 INTRODUCTION........................................................................................................ 2

2.0 PURPOSE .................................................................................................................. 2

3.0 APPLICABLE SECTIONS OF CALIFORNIA VEHICLE CODE ........................................... 3

3.1. BASIC SPEED LAW (CVC 22350)............................................................................ 3

3.2. SPEED LAW VIOLATIONS (CVC 22351) ................................................................. 3

3.3. PRIMA FACIE SPEED LIMITS (CVC 22352)............................................................. 3

3.4. INCREASE OF LOCAL LIMITS TO 65 MILES PER HOUR (CVC 22357)...................... 4

3.5. DECREASE OF LOCAL SPEED LIMITS (CVC 22358)................................................. 5

3.6. DECREASE ON NARROW STREET (CVC 22358.3) .................................................. 5

3.7. DOWNWARD SPEED ZONING (CVC 22358.5)....................................................... 5

3.8. BOUNDARY LINE STREETS (CVC 22359)................................................................ 5

3.9. NOTICE OF AUTHORIZATION TO INCREASE MAXIMUM SPEED LIMIT (CVC 22366) ............................................................................................................................. 6

3.10. SPEED TRAP PROHIBITION (CVC 40801)........................................................... 6

3.11. SPEED TRAPS (CVC 40802)................................................................................ 6

3.12. SPEED TRAP EVIDENCE (CVC 40803)................................................................. 8

4.0 ELEMENTS OF AN ENGINEERING AND TRAFFIC SURVEY ......................................... 9

4.1. SPEED SAMPLING ................................................................................................. 9

4.2. SPEED LIMITS...................................................................................................... 10

4.3. DATA COLLECTION.............................................................................................. 10

4.4. PROCEDURES...................................................................................................... 11

4.5. COLLISION HISTORY............................................................................................ 13

4.6. CONDITIONS NOT READILY APPARENT TO MOTORISTS .................................... 15

5.0 DISCUSSION AND RECOMMENDATIONS................................................................ 17

5.1. Apple Valley Rd between Yucca Loma Rd and Seneca Rd ................................. 18

5.2. Apple Valley Rd between Seneca Rd and Highway 18....................................... 18

5.3. Nanticoke Rd between Ramona Ave and Thunderbird Rd ................................ 18

5.4. Powhatan Rd between Navajo Rd and Central Rd............................................. 18

5.5. Ramona Ave between Navajo Rd and Central Rd.............................................. 19

5.6. Ramona Ave between Navajo Rd and Standing Rock Ave................................. 19

5.7. Ramona Ave between Standing Rock Ave and Thunderbird Rd........................ 19

5.8. Rimrock Rd between Corwin Rd and Highway 18.............................................. 20

5.9. Seneca Rd between Apple Valley Rd and Riverside Dr...................................... 20

5.10. Symeron Rd between Apple Valley Rd and Riverside Dr................................ 20

5.11. Tonikan Rd between Ramona Ave and Thunderbird Rd ................................ 20

5.12. Yucca Loma Rd between Kiowa Rd and Rincon Rd ........................................ 21

5.13. Yucca Loma Rd between Rincon Rd and Apple Valley Rd .............................. 21

5.14. Nokomis Rd between Symeron Rd and Riverside Dr ..................................... 21

5.15. Waalew Rd between Corwin Rd and Dale Evans Pkwy .................................. 22

5.16. Ottawa Rd between Navajo Rd and Central Rd ............................................. 22

6.0 APPENDIX............................................................................................................... 22

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 2 of 22

1.0 INTRODUCTION
This report has been prepared by KOA Corporation for the Town of Apple Valley to present the results and recommendations of an engineering and traffic survey for 16 roadway segments in the Town of Apple Valley, CA. The engineering and traffic survey was conducted in accordance with the California Vehicle Code (CVC) Section 627 and the California Manual on Uniform Traffic Control Devices (CA-MUTCD), last updated in March 30, 2021 Rev.6. These Engineering and Traffic Surveys (E&TS) have been conducted to determine the appropriate speed limitsfor radar speed enforcement in the Town of Apple Valley. Some of the street segments are posted 35 miles per hour in the Town without a speed survey (aka “Legacy Street” speed) while there are a few locations that are not posted and are considered Prima Facie 55 MPH. This E&TS recommends the posted speed for those streets as well.

The new laws for 2022 are listed in blue below:

Pursuant to California Vehicle Code (CVC) Section 40802, as amended by AB 43 with effective date January 1, 2022, radar or other electronically collected evidence is invalid if the speed limit was not justified by an E&TS conducted within five years prior to the alleged violation, or within seven years if the arresting officer had completed a training course and used calibrated electronic equipment. An E&TS may be valid as long as 14 years if a registered engineer determines that no significant changes in roadway or traffic conditions have occurred. If the required surveys are more than 5, 7, or 14 years old, the court may reject the evidence of speeding obtained by use of radar under CVC Section 40802 and 627, and Section 2B.13 of the California Manual on Uniform Traffic Control Devices (CA-MUTCD).

2.0 PURPOSE
A speed zone survey is required to establish the appropriate speed limit for a street per California Vehicle Code Section 40802(b) speed limits established under Sections 22352(b) 1, 22354, 22357, 22358, and 22358.3.

New CVC Section 22358.6, created with the passage of Assembly Bill 43, became effective January 1, 2022 and reads:
22358.6 The Department of Transportation shall, in the next scheduled revision, revise and thereafter maintain the California Manual on Uniform Traffic Control Devices to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic. However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. A local authority may additionally lower the speed limit as provided in Sections 22358.7 and 22358.8. (Added by Stats. 2021, Ch. 690, Sec. 6. (AB 43) Effective January 1, 2022.)

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 3 of 22
New CVC Section 22358.7, also passed through AB 43, would allow a further 5 miles per hour reduction in the speed limit for designated safety corridors or where high concentrations of bicyclists or pedestrians are present. However, a local authority may not lower a speed limit as authorized by this section until June 30, 2024 or until an online tool for adjudicating infraction violations statewide is developed. For the purposes of this E&TS, this CVC section will not be applied.

In contrast, new CVC Section 22358.8(a) is immediately applicable. It reads:
22358.8 (a) If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

3.0 APPLICABLE SECTIONS OF CALIFORNIA VEHICLE CODE

3.1. BASIC SPEED LAW (CVC 22350)
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.

3.2. SPEED LAW VIOLATIONS (CVC 22351)
(a) The speed of any vehicle upon a highway 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 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.

3.3. PRIMA FACIE SPEED LIMITS (CVC 22352)
The prima facie limits are as follows and the same shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) 15 miles per hour

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 4 of 22
1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway.

This subdivision does not apply in the case of any railway grade crossing where a human flagman 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.
2) When traversing any intersection of highways, if during the last 100 feet of his 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 such highways, except at an intersection protected by stop signs or yield right‐of‐way signs or controlled by official traffic controlsignals. 3) On any alley.
(b) 25 miles per hour
1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. 2) When 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. Such prima facie limit shall also apply when 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.

3.4. INCREASE OF LOCAL LIMITS TO 65 MILES PER HOUR (CVC 22357) (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.

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 5 of 22

3.5. DECREASE OF LOCAL SPEED LIMITS (CVC 22358)
(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, or 25 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.

3.6. DECREASE ON NARROW STREET (CVC 22358.3)
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 in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, 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 found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

3.7. DOWNWARD SPEED ZONING (CVC 22358.5)
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.

3.8. BOUNDARY LINE STREETS (CVC 22359)
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.

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September 9, 2022 Page 6 of 22

3.9. NOTICE OF AUTHORIZATION TO INCREASE MAXIMUM SPEED LIMIT(CVC 22366)
(a) Whenever the Director of Transportation determines the date upon which the state may establish a maximum speed limit of 65 miles per hour on highways without subjecting the state to a reduction in the amount of federal aid for highways, the director shall notify the Secretary of State of that determination.
(b) The notice required under subdivision (a) shall state that it is being made pursuant to this section.
(c) The notice shall specify a date which is either the date determined pursuant to subdivision (a), or a later date designated by the director.

3.10. SPEED TRAP PROHIBITION (CVC 40801)
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.

3.11. SPEED TRAPS (CVC 40802)
(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 knowndistance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) 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 defined by the latest functional usage and federal‐aid system maps submitted to the federal Highway Administration, except that when these maps have not been submitted, or when the street or road is not shown on the maps, a "local street or road" means a street or road that primarily provides access to abutting residential property and meets the following three conditions:

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 7 of 22
(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. (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 Traffic Highway 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:

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September 9, 2022 Page 8 of 22
(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 knowndistance. (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 subparagraph (A) of paragraph (2) of subdivision (a) 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 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, 10 years.
(ii) This subparagraph does not apply to a local street, road, or school zone.

3.12. SPEED TRAP EVIDENCE (CVC 40803)
(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.

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 9 of 22

4.0 ELEMENTS OF AN ENGINEERING AND TRAFFIC SURVEY
Engineering and Traffic Surveys are required by the State of California to establish intermediate speed limits on public streets and to enforce those limits using radar or other speed measuring devices. This engineering and traffic survey was conducted in accordance with California Vehicle Code (CVC) Section 627 and California Manual of Uniform Traffic Control Devices (CA-MUTCD, last updated in March 30, 2021 Rev.6.).

The California Vehicle Code (CVC) directs the methodology used for completing Engineering and Traffic Surveys to include an evaluation of current vehicle speeds, crash history and conditions not readily apparent to motorists. The basic elements of the speed zone study are discussed in more detail as follows.

This Engineering and Traffic Survey is intended to be the basis for the establishment, revision, and enforcement of speed limits for several roadways. This survey was requested by the Town of Apple Valley so that posted speed limits can be updated or established to enable the Police Department and/or other law enforcement to use radar for speed enforcement. Engineering and traffic surveys that support the prima facie speed limit are required by Sections 40801 and 40802 of the California Vehicle Code (CVC) before enforcement by radar is applied. The law further specifies that these surveys be conducted every five years. This provision assures that posted speed limits are kept reasonably current.

The CVC (Section 40802) offers an exception to the required survey on local streets as defined by federal‐aid system maps submitted to the Federal Highway Administration. If maps have not been submitted, local streets are defined as those streets primarily providing access to abutting residential property and meeting the following three conditions:

1. Roadway width of not more than 40 feet.

2. Not more than one‐half mile of uninterrupted length (interruptions include stop signs or traffic signals).

3. Not more than one traffic lane in each direction.

These engineering and traffic surveys were conducted in accordance with procedures outlined in the California Department of Transportation’s Traffic Manual, as required by Section 627 of the California Vehicle Code. The code further specifies the elements of an engineering and traffic survey to include:

4.1. SPEED SAMPLING
Existing vehicle speeds were surveyed through the use of a recently calibrated radar device. Speed samples were taken for each segment representing a significant sample of current traffic. This data was then evaluated to identify the distribution of traffic. A key element in the evaluation is the identification of the 85th percentile speed. This is the

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 10 of 22
speed that represents the speed at which 85 percent of the traffic travel at or below. This level of travel speed represents what is assumed to be a behavior by motorists which is safe and reasonable.

4.2. SPEED LIMITS
Posted speed limits are primarily established to protect the general public from the unreasonable behavior of reckless, unreliable, or otherwise dangerous drivers. They provide law enforcement with the means to identify and apprehend violators of the basic speed law (CVC Section 22350). This 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 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 basic fundamentals for establishing speed limits recognize that the majority of drivers behave in a safe and reasonable manner, and that the normally careful and competent actions of a reasonable driver should be considered legal. Speed limits established on these fundamentals conform to the consensus of those who drive the highway as to what speed is reasonable and safe, and are not dependent on the judgment of one or a few individuals. A speed survey is usually used to determine the prevailing speed of reasonable drivers.

Speed limits are also established to advise of conditions which may not be readily apparent to a reasonable driver. For this reason, collision history, roadway conditions, traffic characteristics, and adjacent land use must also be analyzed before determining speed limits. Speed limit changes are usually coordinated with visible changes in roadway conditions or roadside developments. Unusually short zones of less than one‐half mile in length should be avoided to reduce confusion.

Additionally, it is generally accepted that speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is usually considered a violator for enforcement purposes.

4.3. DATA COLLECTION
Data was obtained regarding the prevailing speed of vehicles, traffic collisions, visibility restrictions, and roadway conditions within the community. Speed measurements were conducted at various dates using a certified radar gun between May 10, 2022 and May 19, 2022.

The criteria and operational procedures described below were used to measure vehicle speeds with radar devices on selected street segments along each surveyed roadway.

Traffic in both directions was recorded at each location. The specific location on each street segment was selected after considering the following:

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September 9, 2022 Page 11 of 22

1. Minimum stop sign and traffic signal influence.

2. Minimum visibility restrictions.

3. Non‐congested traffic flow away from intersections and driveways.

4. Minimum influence from curves or other roadway conditions that would affect the normal operation of a vehicle.

All surveys were conducted in good weather conditions during off‐peak periods. A sample of 100 vehicles(50 vehicles in each direction), and at a few low volume locations a sample of 50 vehicles (25 vehicles in each direction) was obtained on each roadway segment surveyed.

4.4.PROCEDURES
The results of the speed measurements were computed and analyzed and are summarized in this report. Significant values obtained from the computations are as follows:

The critical speed, or 85th Percentile Speed, is that speed at or below which 85 percent of the traffic is moving. A key element in the evaluation is the identification of the 85th percentile speed. This is the speed that represents the speed at which 85 percent of the traffic travel at or below. This level of travel speed represents what is assumed to be a behavior by motorists which is safe and reasonable. Therefore, a "basic speed limit" is established at the nearest 5‐mile‐per‐hour increment of the 85th percentile speed. For example, if the 85th percentile speed is 38 miles per hour, the basic speed limit becomes 40 miles per hour. If the 85th percentile speed is 37 miles per hour, the basic speed limit is 35 miles per hour.

The Median Speed, or 50th Percentile Speed, represents the mid‐point value within the range of recorded speeds for a particular roadway location. As such, 50% of the vehicles travel faster than, and 50% travel slower than, the median speed.

The 10 MPH Pace is the 10 miles per hour increment range, which contains the largest number of recorded vehicles. The pace is a measure of the dispersion of speeds within the sample surveyed. Speed limits are normally set to fall within the 10 MPH pace.

However, conditions not readily apparent to the driver or adhering to State mandated limits such as in the Residential Districts may require setting speed limits below the 10 MPH pace.

The results are summarized in Table 1. All data collection sheets are included in the Appendices.

Town of Apple Valley – Engineering and Traffic Survey
Table 1: Speed Survey Results
Line
No. Street Segment
Existing
Posted Speed
Limit (MPH)
85th
Percentile
Speed
(MPH)
50th
Percentile
Speed
(MPH)
10 MPH
Pace Speed
Range
(MPH)
Percent in
Pace (%)
1 Apple Valley Rd Yucca Loma Rd to Symeron Rd 55 54 50 45 - 54 79% 1A Symeron Rd to Hwy 18 55 51 47 40 - 49 79%
2 Nanticoke Rd Ramona Ave to Thunderbird Rd Prima Facie 55 44 38 35 - 44 57% 3 Powhatan Rd Navajo Rd to Central Rd 45 42 37 32 - 41 75% 4 Ramona Ave Navajo Rd to Central Rd 45 48 43 39 - 48 69% 5 Ramona Ave Navajo Rd to Standing Rock Ave 35 43 38 35 - 44 68% 5A Ramona Ave Standing Rock Ave to Thunderbird Rd 35 42 35 28 - 37 64% 6 Rimrock Rd Corwin Rd to Hwy 18 35 44 38 35 - 44 68%
7 Seneca Rd Apple Valley Rd to Riverside Dr 35 45 38 32 - 41 61% 8 Symeron Rd Apple Valley Rd to Riverside Dr 35 39 32 27 - 36 75% 9 Tonikan Rd Ramona Ave to Thunderbird Rd Prima Facie 55 38 31 25 - 34 64% 10 Yucca Loma Rd Apple Valley Rd to Rincon Rd 45 51 46 42 - 51 81% 10A Rincon Rd to Kiowa Rd 45 53 48 43 - 52 72%
11 Nokomis Rd Symeron Rd to Riverside Dr 35 42 35 30 - 39 70% 12 Waalew Rd Corwin Rd to Dale Evans Pkwy Prima Facie 55 57 51 48 - 57 57% 13 Ottawa Rd Navajo Rd to Central Rd Prima Facie 55 45 38 32 - 41 61% Source: KOA Corporation, 2022
September 9, 2022 Page 12 of 22

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September 9, 2022 Page 13 of 22

4.5. COLLISION HISTORY
Collisions which occurred on each of the street segments during the past three (3) years were reviewed to determine whether there was a higher than average incident of speed related collisions.

The available collision information was obtained from the California Statewide Integrated Traffic Records Systems (SWITRS) Report for the Town of Apple Valley. Collisions which occurred on these street segments during the three‐year period from January 1, 2019 to December 31, 2021 were reviewed to determine whether there was a higher than average rate of collisions. Those segments where a higher than average collision rate is identified typically indicates a segment where conditions may exist that are not readily apparent to motorists. A review of collision data is provided for reference. All collision summary sheets are included in the Appendices.

The actual total collision rate (collisions per million vehicle miles) for the roadway segments were compared with the published statewide average rate in an urban environment as shown in the 2019 Collision Data on California State Highways.

Out of the sixteen (16) roadway segments studied, fourteen (14) street segments had a collision rate which was higher than the statewide average for similar roadways. The fourteen street segments are listed and highlighted in Table 2.

E&TS Collision Rate (Sample Calc)
“A” Avenue between “D” Drive and “S” Street
Approx. Length (Miles): 1.18
Total # of Midblock Collisions: 10
Average Daily Volume: 9672
Time (Years): 2
Formula for Collision Rate: # midblock Collisions x 106 Vol x Time (years) x 365 x Length (miles)
Collision Rate: 10 x 106
9672 x 2 x 365 x 1.18
Collision Rate = 1. 20 C/MVM
Rural, Mountainous, Urban
Roadway Classification: Secondary Arterial
Land Use: Commercial/Residential
Number of Lanes: 2-4
Prevailing Speed: <40 mph
Countywide Avg. Collision Rate: 1.32
Std. Deviation of Mean: 0.74
Significantly Higher Than Average?: No

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September 9, 2022 Page 14 of 22
A summary of collisions are summarized in Table 2.

Table 2: Study Area Roadway Segments Collision Summary
Line
No. Street Segment
Number
of
Collisions
from
1/1/19 to
12/31/21
Severity Total Collision Rate
per MVM
Primary
Collision
Factor
Injury
Fatal
ADT
Actual Rate
2019 CA
Statewide
Average
Unsafe
Speed
Collisions
1 Apple Valley Rd
Yucca Loma Rd to Symeron
Rd 37 8 0 18281 0.77 1.08 17
1A Symeron Rd to Hwy 18 45 6 0 14177 2.90 1.08 18
2 Nanticoke Rd
Ramona Ave to Thunderbird
Rd 2 0 0 674 2.71 1.08 2
3 Powhatan Rd Navajo Rd to Central Rd 17 4 0 3749 4.14 1.08 1 4 Ramona Ave Navajo Rd to Central Rd 7 1 0 3085 2.07 1.08 1 5 Ramona Ave
Navajo Rd to Standing Rock
Ave 4 0 0 1539 3.16 1.08 0
5A Ramona Ave
Standing Rock Ave to
Thunderbird Rd 1 0 0 217 5.61 1.08 0
6 Rimrock Rd Corwin Rd to Hwy 18 7 1 0 319 20.04 1.08 2 7 Seneca Rd
Apple Valley Rd to Riverside
Dr 3 0 0 779 3.52 1.08 2
8 Symeron Rd
Apple Valley Rd to Riverside
Dr 2 0 0 898 2.03 1.08 0
9 Tonikan Rd
Ramona Ave to Thunderbird
Rd 1 0 0 246 3.71 1.08 0
10 Yucca Loma Rd Apple Valley Rd to Rincon Rd 29 6 1 10366 2.55 1.08 3 10A Rincon Rd to Kiowa Rd 7 3 0 7092 0.90 1.08 1
11 Nokomis Rd Symeron Rd to Riverside Dr 2 0 0 507 4.8 1.08 1 12 Waalew Rd Corwin Rd to Dale Evans Pkwy 8 0 0 2612 5.59 1.08 3 13 Ottawa Rd Navajo Rd to Central Rd 9 3 0 1506 5.46 1.08 0 Sources: 2019-2021 SWITRS and 2019 Collision Data on California State Highways NOTE: highlighted - fourteen street segments had a collision rate which was higher than the statewide average for similar roadways.

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September 9, 2022 Page 15 of 22

4.6. CONDITIONS NOT READILY APPARENT TO MOTORISTS
Each street segment is reviewed through a field inspection to identify whether conditions not readily apparent to motorists exist. Aspects of the roadway environment such as adjacent land uses, horizontal and vertical sight distance, location and frequency of side streets or driveways, pedestrian and bicyclist behavior, general condition of the roadway surface and roadway geometry are considered. A determination is made whether those conditions are significant and warrant the recommendation of the speed limit be placed at five miles per hour below the basic speed limit. It is important to note that the State of California only provides a provision to reduce the recommended speed limit by a maximum of five miles per hour if significant conditions not readily apparent to motorists exist.

As previously discussed, speed limits are usually set at or near the critical speed, unless there are other factors not readily apparent to a reasonable motorist which may justify a lower limit. The field review of the selected street segments in the Town considered the following factors:

1. Street width and alignment (design speed).

2. Pedestrian activity and traffic flow characteristics.

3. Number of lanes and other channelization and striping patterns.

4. Frequency of intersections, driveways, and on‐street parking.

5. Location of stop signs and other regulatory traffic control devices.

6. Visibility obstructions.

7. Land use and proximity to schools.

8. Uniformity with existing speed zones and those in adjacent roadways.

9. Any other unusual condition not readily apparent to the driver.

Field information and observations relative to roadway conditions were made on March 28, 2022.

Vehicular 48-Hr ADT (Average Daily Traffic) Counts were conducted starting on May 03 thru May 18, 2022 and are summarized in Table 3. Radar speed survey measurements sheets were conducted at various dates using a certified radar gun between May 10, 2022 and May 19, 2022 are included in the Appendices.

Town of Apple Valley – Engineering and Traffic Survey
Table 3: Traffic Count Summary
Line
No. Street Segment Speed Survey Location Direction ADT Volume NB/EB SB/WB Total
1 Apple Valley Rd Yucca Loma Rd to Symeron Rd 160 ft. north of Siesta Dr. NB/SB 8423 9858 18281 1A Symeron Rd to Hwy 18 750 ft. north of Mondamon Rd NB/SB 7024 7153 14177 2 Nanticoke Rd Ramona Ave to Thunderbird Rd 90 ft. north of Shandin Rd NB/SB 326 348 674 3 Powhatan Rd Navajo Rd to Central Rd 160 ft. west of Del Mar Rd EB/WB 1722 2028 3749 4 Ramona Ave Navajo Rd to Central Rd 470 ft. east of Pawnee Rd EB/WB 1742 1343 3085 5 Ramona Ave Navajo Rd to Standing Rock Ave 360 ft. north of Hopi Rd NB/SB 728 811 1539 5A Ramona Ave Standing Rock Ave to Thunderbird Rd 150 ft. south of Erie Rd NB/SB 112 105 217 6 Rimrock Rd Corwin Rd to Hwy 18 50 ft. north of St Timothy Rd NB/SB 124 196 319 7 Seneca Rd Apple Valley Rd to Riverside Dr. 450 ft. east of Mandan Rd EB/WB 404 375 779 8 Symeron Rd Apple Valley Rd to Riverside Dr. 160 ft. west of Tacony Rd EB/WB 479 419 898 9 Tonikan Rd Ramona Ave to Thunderbird Rd 20 ft. south of Gayhead Rd NB/SB 117 130 246 10 Yucca Loma Rd Apple Valley Rd to Rincon Rd 340 ft. east of Cronese Rd EB/WB 4929 5437 10366 10A Rincon Rd to Kiowa Rd 300 ft. west of Seminole Rd EB/WB 3390 3702 7092 11 Nokomis Rd Symeron Rd to Riverside Dr 310 ft. south of Tuscola Rd NB/SB 251 257 507 12 Waalew Rd Corwin Rd to Dale Evans Pkwy 45 ft. east of Rancho Del Lago Rd EB/WB 524 2089 2612 13 Ottawa Rd Navajo Rd to Central Rd 330 ft. west of Manhasset Rd EB/WB 725 781 1506 Source: KOA Corporation, 2022
ADT = Average Daily Traffic, NB = Northbound, SB = Southbound, WB = Westbound, EB, Eastbound September 9, 2022 Page 16 of 22

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5.0 DISCUSSION AND RECOMMENDATIONS
The speed limit recommendations are generally developed based on a review of the 85th percentile speed, roadway surface characteristics, land uses along the roadside, conditions not readily apparent to the driver, and reported crash history for a recent three‐year period. Table 4 shows a summary of recommended speed limits for each of the study roadway segments.

Table 4: Recommended Speed Limits
Line
No. Street Segment
Existing
Posted
Speed
Limit
(MPH)
85th
Percentile
Speed
(MPH)
Recommended
Posted Speed
Limit (MPH)
Change
from
Existing
(MPH)
1 Apple Valley Rd Yucca Loma Rd to Symeron Rd 55 54 55 0 1A Symeron Rd to Hwy 18 55 51 50 -5
2 Nanticoke Rd Ramona Ave to Thunderbird Rd
Not
Posted 44 40 -15
3 Powhatan Rd Navajo Rd to Central Rd 45 42 40 -5
4 Ramona Ave Navajo Rd to Central Rd 45 48 45 0
5 Ramona Ave Navajo Rd to Standing Rock Ave 35 43 40 +5 5A Ramona Ave Standing Rock Ave to Thunderbird Rd 35 42 40 +5 6 Rimrock Rd Corwin Rd to Hwy 18 35 44 40 +5
7 Seneca Rd Apple Valley Rd to Riverside Dr. 35 45 45 +10 8 Symeron Rd Apple Valley Rd to Riverside Dr. 35 39 35 0 9 Tonikan Rd Ramona Ave to Thunderbird Rd
Not
Posted 38 40 -15
10 Yucca Loma RdApple Valley Rd to Rincon Rd 45 51 45 0 10A Rincon Rd to Kiowa Rd 45 53 45 0
11 Nokomis Rd Symeron Rd to Riverside Dr. 35 42 40 +5
12 Waalew Rd Corwin Rd to Dale Evans Pkwy
Not
Posted 57 Prima Facie 55 0
13 Ottawa Rd Navajo Rd to Central Rd
Not
Posted 45 40 -15
Source: KOA Corporation, 2022
Note: Streets that are Not-Posted are considered Prima Facie 55 MPH

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September 9, 2022 Page 18 of 22

5.1. Apple Valley Rd between Yucca Loma Rd and Symeron Rd The observed 85th percentile speed is 54 MPH. The 10 MPH Pace Speed is between 45-54 MPH. The 50th percentile speed is 50 MPH. If the speed limitwere based solely on the 85th percentile speed, the posted speed limit for this segment of Apple Valley Road would be established at 55 MPH. Based on review of study data, field observations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Apple Valley Road remain at 55 MPH in both directions. Thisrepresents no change from the previous posted speed limit.

5.2. Apple Valley Rd between Symeron Rd and Highway 18
The observed 85th percentile speed is 51 MPH. The 10 MPH Pace Speed is between 40-49 MPH. The 50th percentile speed is 47 MPH. If the speed limitwere based solely on the 85th percentile speed, the posted speed limit for this segment of Apple Valley Road would be established at 50 MPH. After review of study data, field observations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriatespeedlimitforthissegmentofApple Valley Road be reduced to50 MPHinboth directions. Thisrepresents a reduction of 5 MPHfrom the previous posted speed limit.

5.3. Nanticoke Rd between Ramona Ave and Thunderbird Rd - (Not Posted) The observed 85th percentile speed is 44 MPH. The 10 MPH Pace Speed is between 35-44 MPH. The 50th percentile speed is 38 MPH. If the speed limitwere based solely on the 85th percentile speed, the posted speed limit for this segment of Nanticoke Road would be established at 45 MPH. However, based on a review of study data, narrow roadway geometry, lack of sidewalks,field observations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Nanticoke Road be established at 40 MPH in both directions per new CVC Section 22358.6. Thisrepresents a 15 MPH reduction from the not-posted Prima Facie speed of 55 MPH and is withinthe 10MPHPace Speed.

5.4. Powhatan Rd between Navajo Rd and Central Rd
The observed 85th percentile speed is 42 MPH. The 10 MPH Pace Speed is between 32‐41 MPH. The 50th percentile speed is 37 MPH. Based on review of study data, field observations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the speed limit for Powhatan Rd be established at40 MPH.Thisiswithin the 10 MPH Pace Speed, and represents a 5 MPH decrease from the previous posted speed limit.

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September 9, 2022 Page 19 of 22

5.5. Ramona Ave between Navajo Rd and Central Rd
The observed 85th percentile speed is 48 MPH. The 10 MPH Pace Speed is between 39‐ 48 MPH. The 50th percentile speed is 43 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, proximity to school (Rancho Verde Elementary) and marked School crosswalks, bike lanes with no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ramona Avenue remain at 45 MPH in both directions. Per new CVC Section 22358.8(a) is immediately applicable. If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

5.6. Ramona Ave between Navajo Rd and Standing Rock Ave The observed 85th percentile speed is 43 MPH. The 10 MPH Pace Speed is between 35‐ 44 MPH. The 50th percentile speed is 38 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ramona Avenue be set at 40 MPH in both directions per the new CVC Section 22358.6.This is consistent with the 85th percentile speed, and represents a 5 MPH increase from the previous posted speed limit and is within the 10 MPH Pace Speed.

5.7. Ramona Ave between Standing Rock Ave and Thunderbird Rd The observed 85th percentile speed is 42 MPH. The 10 MPH Pace Speed is between 28‐ 37 MPH. The 50th percentile speed is 35 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ramona Avenue be set at 40 MPH in both directions. This is consistent with the 85th percentile speed, and represents a 5 MPH increase from the previous posted speed limit and is within the 10 MPH Pace Speed.

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September 9, 2022 Page 20 of 22

5.8. Rimrock Rd between Corwin Rd and Highway 18
The observed 85th percentile speed is 44 MPH. The 10 MPH Pace Speed is between 35‐ 44 MPH. The 50th percentile speed is 38 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Rimrock Road be set at 40 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, and represents an increase of 5 MPH from the previous posted speed limit and is within the 10 MPH Pace Speed.

5.9. Seneca Rd between Apple Valley Rd and Riverside Dr.

The observed 85th percentile speed is 45 MPH. The 10 MPH Pace Speed is between 32‐ 41 MPH. The 50th percentile speed is 38 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Seneca Road be set at 45 MPH in both directions per new CVC Section 22358.6. This is consistent with the 50th percentile speed at 38 MPH, as it cannot be posted below thatspeed, and represents an increase of 10 MPH from the previous posted speed limit and is close to the 10 MPH Pace Speed.

5.10. Symeron Rd between Apple Valley Rd and Riverside Dr.

The observed 85th percentile speed is 39 MPH. The 10 MPH Pace Speed is between 27‐ 36 MPH. The 50th percentile speed is 32 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, frontage to school (Desert Knolls Elementary), marked School crosswalks, on‐street parking (fully improved section), residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Symeron Rd. be set at 35 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, with no change in the posted speed limit and is within the 10 MPH Pace Speed.

5.11. Tonikan Rd between Ramona Ave and Thunderbird Rd. (Not Posted) The observed 85th percentile speed is 38 MPH. The 10 MPH Pace Speed is between 25‐ 34 MPH. The 50th percentile speed is 31 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Tonikan Rd. be set at 40 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, and represents a reduction in speed of 15 MPH from the unposted Prima Facie 55 MPH, and is close to the 10 MPH Pace Speed.

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 21 of 22

5.12. Yucca Loma Rd between Apple Valley Rd and Rincon Rd.

The observed 85th percentile speed is 51 MPH. The 10 MPH Pace Speed is between 42‐ 51 MPH. The 50th percentile speed is 46 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Yucca Loma Road remain at 45 MPH in both directions per new CVC Section 22358.8(a). If a local authority, after completing an engineering and traffic survey, finds that the speed limit is still more than is reasonable or safe, the local authority may, by ordinance, retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.

This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

5.13. Yucca Loma Rd between Rincon Rd and Kiowa Rd.

The observed 85th percentile speed is 53 MPH. The 10 MPH Pace Speed is between 43‐ 52 MPH. The 50th percentile speed is 48 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, on‐street parking at some locations, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Yucca Loma Road be set at 45 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

5.14. Nokomis Rd between Symeron Rd and Riverside Dr.

The observed 85th percentile speed is 42 MPH. The 10 MPH Pace Speed is between 30‐ 39 MPH. The 50th percentile speed is 35 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, roadway width with no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Nokomis Road remain at 40 MPH in both directions. This is consistent with the 85th percentile speed, and is close to the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

Town of Apple Valley – Engineering and Traffic Survey
September 9, 2022 Page 22 of 22

5.15. Waalew Rd between Corwin Rd and Dale Evans Pkwy. (Not Posted) The observed 85th percentile speed is 57 MPH. The 10 MPH Pace Speed is between 48‐ 57 MPH. The 50th percentile speed is 51 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, roadway width with no on‐street parking, residential land use backing up to the road, engineering judgment, and guidelines set forth in the CAMUTCD, it is recommended that the appropriate speed limit for this segment of Waalew Road be set at Prima Facie 55 MPH in both directions. This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed.

5.16. Ottawa Rd between Navajo Rd and Central Rd
The observed 85th percentile speed is 45 MPH. The 10 MPH Pace Speed is between 32‐ 41 MPH. The 50th percentile speed is 38 MPH. If the speed limit were based solely on the 85th percentile speed, the posted speed limit for this segment of Ottawa would be established at 45 MPH. Based on the review of study data, existing roadway geometry, with stop controlled side streets, field observations, roadway topography, roadway width with no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ottawa Road be set at 40 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, is a reduction of 15 MPH from the not posted Prima Facie 55 MPH, and is within the 10 MPH Pace Speed.

6.0 APPENDIX
A) Engineering and Traffic Survey Summary Sheets
B) Map of Existing and Recommended Speed Limits
C) Traffic Count Sheets
D) SWITRS 2019-2021 Collision Table
E) Radar Speed Summary Sheets
F) Radar Certifications
G) FHWA Roadway Classification Map
H) Caltrans District 8 - 2019 Crash Data

Appendix A
Engineering and Traffic Survey Summary
Sheets

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Apple Valley Road Direction: N/S # of Lanes: 2 From: Yucca Loma Road Length: 2.4 Mile Width: 48 Feet
To: Symeron Road Bike Lanes: 2 Median: TWLTL
Roadway Classification*: Minor Arterial Posted Speed Limit: 55 MPH *California Road System Functional Classification Recommended Speed Limit: _55 MPH________ 85th Percentile: 54 MPH 10 MPH Pace: 45-54 MPH Percent Under Pace: 10% 50th Percentile: 50 MPH Percent In Pace: 79%
Date of Radar Speed Survey: 5/10/22 Percent Over Pace: 11% TRAFFIC COUNTS:

Location: 160 ft. North of Siesta Dr.

Average Daily Volume: 18,281 ADT Date of Counts: 5/3/22 - 5/4/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 0.77
Type Head‐On Rear‐End Sideswipe Broadside Hit-Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 1 18 4 9 3 0 2 0
# Speed
Related 0 15 1 0 1 1 0 0
ROADSIDE FACTORS:

The roadway has one northbound lane and one southbound lane with a two way left turn lane. Unimproved, dirt shoulders, and no sidewalks on either side of the roadway. Bike lanes are provided for northbound and southbound directions. Bus stops, no parking on street. The adjacent land uses is residential. Long frontage single family homes with private driveways along both sides of the roadway.

OTHER FACTORS:

This roadway is straight and gradually inclined from south to north. Signalized intersections at Yucca Loma Rd., Shoshonee Rd., Seneca Rd., and Mandan Rd. The side street stop-controlled intersections are at Symeron Rd., Chamber Ln., Yaqui Rd., Kinai Rd., Keota Rd., Red Feather Rd., Haida Rd., and Siesta Dr. The segment is a truck route.

RECOMMENDATIONS:

Theobserved 85th percentile speed is 54 MPH. The10MPHPace Speedisbetween 45-54 MPH. The 50th percentile speedis50MPH. Ifthe speedlimitwerebasedsolelyonthe85th percentile speed,thepostedspeedlimitforthis segment ofApple Valley Roadwouldbeestablishedat55 MPH.Based on review ofstudydata,fieldobservations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriatespeed limitforthissegmentofApple Valley Road remainat55MPHinbothdirections. Thisrepresents no change from the previous posted speed limit.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 1 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Apple Valley Road Direction: N/S # of Lanes: 2 From: Symeron Road Length: 1 Miles Width: 48 Feet
To: Highway 18 Bike Lanes: 2 Median: TWLTL
Roadway Classification*: Minor Arterial Posted Speed Limit: 55 MPH *California Road System Functional Classification Recommended Speed Limit: 50 MPH PREVAILING SPEEDS:
85th Percentile: 51 MPH 10 MPH Pace: 40-49 MPH Percent Under Pace: 2% 50th Percentile: 47 MPH Percent In Pace: 79%
Date of Speed Survey: 5/10/22 Percent Over Pace: 19%
TRAFFIC COUNTS:

Location: 750 ft. North of Mondamon Rd
Average Daily Volume: 14,177 ADT Date of Counts: 5/3/22 - 5/4/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 2.90
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 3 15 6 15 2 3 1 0
# Speed
Related 0 13 1 0 1 1 1 0
ROADSIDE FACTORS:

The roadway has one northbound lane and one southbound lane with a two way left turn lane. Sidewalks are provided on both sides of the roadway from Potomac Rd. to Hwy 18. No sidewalks are provided on either side of the roadway from Seneca Rd. to Potomac Rd. Bike lanes are provided for northbound and southbound directions. Sharrow bike shared road approaching Hwy 18. The adjacent land uses are residential with long frontages. Single family homes with private driveways along both sides of the roadway.

OTHER FACTORS:

This roadway is straight and gradually inclined downhill from Symeron Rd. to Quantico Rd. Horizontal and vertical curves occur from Quantico Rd. to Hwy 18. Signalized intersections at Mondamon Rd., Tuscola Rd., and Hwy 18.

Side street stop-controlled intersections at Symeron Rd., Quantico Rd., Kasota Rd., and Potomac Rd. The segment is a truck route.

RECOMMENDATIONS:

Theobserved 85th percentile speed is 51 MPH.The10MPHPace Speedisbetween 40-49 MPH. The 50th percentile speedis47MPH. Ifthe speedlimitwerebasedsolelyonthe85th percentile speed,thepostedspeedlimitforthis segment ofApple Valley Roadwouldbeestablishedat50 MPH.After review ofstudydata,fieldobservations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limitforthissegmentofApple Valley Road be reduced toat50 MPHinbothdirections. Thisrepresents a reduction of 5 MPHfrom the previous posted speed limit.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 1A

9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Nanticoke Road Direction: N/S # of Lanes: 2 From: Ramona Avenue Length: 1 Mile Width: 26 Feet
To: Thunderbird Road Bike Lanes: 0 Median: N/A
Roadway Classification: Local Posted Speed Limit: Not Posted *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 44 MPH 10 MPH Pace: 35-44 MPH Percent Under Pace: 32% 50th Percentile: 38 MPH Percent In Pace: 57%
Date of Speed Survey: 5/18/22 Percent Over Pace: 11%
TRAFFIC COUNTS:

Location: 90 ft. North of Shandin Rd.

Average Daily Volume: 674 ADT Date of Counts: 5/17/22 – 5/18/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2001 2.71
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 1 0 0 1 0 0 0
# Speed
Related 0 1 0 0 1 0 0 0
ROADSIDE FACTORS:

The roadway is 26 feet wide with no striping. No sidewalks and bike lanes are provided along the roadway. One northbound lane and one southbound lane with 20 to 30 feet shoulder on each side. The adjacent land uses are residential. Single family homes with private driveways along both sides of the roadway.

OTHER FACTORS:

This roadway is flat. Side street stop controlled at all intersections along the roadway. Horizontal curves approaching Standing Rock Ave.

RECOMMENDATIONS:

Theobserved 85th percentile speed is 44MPH.The10MPHPace Speedisbetween 35-44MPH. The 50th percentile speedis38MPH. Ifthe speedlimitwerebasedsolelyonthe85th percentile speed,thepostedspeed limitforthissegment ofNanticoke Roadwouldbeestablishedat45MPH. However, based on a review of study data, narrow roadway geometry, lack of sidewalks, fieldobservations, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speedlimitforthissegmentof Nanticoke Road be established at40MPHin both directions per new CVC Section 22358.6. This represents a 15 MPH reduction from the not-posted Prima Facie speed of 55 MPH from the previous speed limit and iswithin the 10MPHPace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 2 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Powhatan Road Direction: W/E # of Lanes: 2 From: Navajo Road Length: 1 Mile Width: varies 38 to 40+ Feet To: Central Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Local Posted Speed Limit: 45 MPH *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 42 MPH 10 MPH Pace: 32-41 MPH Percent Under Pace: 7% 50th Percentile: 37 MPH Percent In Pace: 75%
Date of Speed Survey: 5/11/22 Percent Over Pace: 18%
TRAFFIC COUNTS:

Location: 160 ft. West of Del Mar Rd.

Average Daily Volume: 3,749 ADT Date of Counts: 5/17/22 – 5/18/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 4.14
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 7 2 1 6 1 0 0 0
# Speed
Related 0 1 0 0 0 0 0 0
ROADSIDE FACTORS:

The roadway has one eastbound lane and one westbound lane. The roadway has a combination of improvements on both sides with some areas having curbs, gutter, sidewalks, and some without improvements.

Some areas of the roadway are unimproved with dirt shoulders. Bike lanes are not provided. Parking is allowed.

A bus stop is located near the park. The adjacent land uses are residential apartments at 21905 Powhatan Rd. and self-storage at 13533 Powhatan Court. Bible Faith Center is also located nearby at 13538 Powhatan Ct. as well as James A. Woody Community Center, Apple Valley Skate Park, and the Animal Shelter. A mix of residential, industrial, and commercial land uses are present.

OTHER FACTORS:

This roadway is straight with no vertical or horizontal curves. A signalized intersection is at Navajo Rd. Side streets are stop controlled intersections are at Pawnee Rd., Powhatan Ct., Manhasset Rd., John Glenn Rd., Quinnault Rd., Nomwaket Rd., Hitt Rd., Malaki Rd., Tonikan Rd., and Central Rd. An uncontrolled intersection is at Del Mar Rd.

RECOMMENDATIONS:

Theobserved 85th percentile speed is 42 MPH. The10MPHPace Speedisbetween 32-41 MPH. The 50th percentile speed is 37 MPH. Based on review of study data, field observations, engineering judgment, and guidelines in the Ca-MUTCD, it is recommended that the speedlimit beestablishedat40 MPH. Thisiswithin the 10MPHPace Speedandrepresents a 5 MPH decrease fromthe previous posted speed limit.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 3 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Ramona Avenue Direction: W/E # of Lanes: 2 From: Navajo Road Length: 1 Mile Width:36 Feet
To: Central Road Bike Lanes: 2 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: 45 MPH *California Road System Functional Classification Recommended Speed Limit: 45 MPH PREVAILING SPEEDS:
85th Percentile: 48 MPH 10 MPH Pace: 39-48 MPH Percent Under Pace: 20% 50th Percentile: 43 MPH Percent In Pace: 69%
Date of Speed Survey: 8/31/22 Percent Over Pace: 11%
TRAFFIC COUNTS:

Location: 470 ft. East of Pawnee Rd
Average Daily Volume: 3,085 ADT Date of Counts: 8/30/22 – 8/31/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 2.07
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 1 1 1 2 1 0 0 1
# Speed
Related 0 1 0 0 0 0 0 0
ROADSIDE FACTORS:

The roadway has one eastbound lane and one westbound lane. Unimproved shoulders without sidewalks are provided on either side of the roadway. Bike lanes are provided for both directions. The adjacent land uses are residential single family homes with private driveways on both sides of the roadway.

OTHER FACTORS:

This roadway is flat and straight with no horizontal or vertical curves. An all-way stop controlled intersection is located at Navajo Rd. This segment contains numerous side street stop-controlled intersections. Rancho Verde Elementary School is on Pioneer Rd and south of this roadway. There are marked school crosswalks in 2 areas.

RECOMMENDATIONS:

The observed 85th percentile speed is 48 MPH. The 10 MPH Pace Speed is between 39‐ 48 MPH. The 50th percentile speed is 43 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, proximity to school (Rancho Verde Elementary) and marked School crosswalks, bike lanes with no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ramona Avenue remain at 45 MPH in both directions per new CVC Section 22358.8(a). This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 4 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Ramona Avenue Direction: N/S # of Lanes: 2 From: Navajo Road Length: 0.75 Mile Width: 24 Feet
To: Standing Rock Avenue Bike Lanes: 0 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: 35 MPH *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 43 MPH 10 MPH Pace: 35-44 MPH Percent Under Pace: 19% 50th Percentile: 38 MPH Percent In Pace: 68%
Date of Speed Survey: 5/18/22 Percent Over Pace: 13%
TRAFFIC COUNTS:

Location: 360 ft. North of Hopi Rd
Average Daily Volume: 1,539 ADT Date of Counts: 5/10/22 – 5/11/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 3.16
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 0 2 2 0 0 0
# Speed
Related 0 0 0 0 0 0 0 0
ROADSIDE FACTORS:

The roadway is 24 feet wide without striping or bike lanes. Shoulders are unimproved without sidewalks. The roadway is improved with one northbound lane and one southbound lane with a 10 to 13 feet shoulder. The adjacent land uses are residential single family homes with private driveways on both sides of the roadway.

OTHER FACTORS:

This roadway is flat with horizontal curves approaching both ends of the segment. There is an all-way stop controlled intersection at Navajo Rd. and side street stop-controlled intersections are located at Jicarilla Rd., Iroquois Rd., Hopi Rd., Gayhead Rd., Flathead Rd., Erie Rd., and Standing Rock Ave. 35 MPH Advisory signs are posted for the horizontal curve at Jicarilla Rd. northbound, and at Iroquois Rd. southbound.

RECOMMENDATIONS:

The observed 85th percentile speed is 43 MPH. The 10 MPH Pace Speed is between 35‐ 44 MPH. The 50th percentile speed is 38 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ramona Avenue be set at 40 MPH in both directions per the new CVC Section 22358.6.This is consistent with the 85th percentile speed, and represents a 5 MPH increase from the previous posted speed limit and is within the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 5 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Ramona Avenue Direction: N/S # of Lanes: 2 From: Standing Rock Avenue Length: 0.75 Mile Width: 24 Feet To: Thunderbird Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: 35 MPH *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 42 MPH 10 MPH Pace: 28-37 MPH Percent Under Pace: 8% 50th Percentile: 35 MPH Percent In Pace: 64%
Date of Speed Survey: 5/19/22 Percent Over Pace: 28%
TRAFFIC COUNTS:

Location: 150 ft. South of Erie Rd
Average Daily Volume: 217 ADT Date of Counts: 5/10/22 – 5/11/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.05 To 2021 5.61
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 0 1 0 0 0 0
# Speed
Related 0 0 0 0 0 0 0 0
ROADSIDE FACTORS:

The roadway is narrow with no striping. No sidewalks, bike lanes or any striping are present along the roadway.

There is one northbound lane and one southbound lane with a 10 to 13 feet dirt shoulder on each side. The adjacent land uses are residential. Single family homes with many private driveways line both sides of the roadway.

OTHER FACTORS:

This roadway is flat. There are side street stop controlled intersections at Standing Rock Ave., Erie Rd., and Thunderbird Rd. There is a slight horizontal curve at Flathead Rd. northbound and at Erie Rd. southbound.

RECOMMENDATIONS:

The observed 85th percentile speed is 42 MPH. The 10 MPH Pace Speed is between 28‐ 37 MPH. The 50th percentile speed is 35 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Ramona Road be set at 40 MPH in both directions. This is consistent with the 85th percentile speed, and represents a 5 MPH increase from the previous posted speed limit and is within the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 5A

9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Rimrock Road Direction: N/S # of Lanes: 2
From: Highway 18 Length: 1 Mile Width: 24 Feet
To: Corwin Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: 35 MPH *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 44 MPH 10 MPH Pace: 35-44 MPH Percent Under Pace: 17% 50th Percentile: 38 MPH Percent In Pace: 68%
Date of Speed Survey: 5/18/22 Percent Over Pace: 15%
TRAFFIC COUNTS:

Location: 50 ft. North of St. Timothy Rd
Average Daily Volume: 319 ADT Date of Counts: 5/17/22 – 5/18/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 20.04
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 2 2 2 0 1 0
# Speed
Related 0 0 1 0 1 0 0 0
ROADSIDE FACTORS:

The roadway is 24 feet wide with edge line and double yellow striping up to Allegheny Rd. then no striping to Corwin Rd. Shoulders are unimproved without sidewalks or bike lanes. There is one northbound lane and one southbound lane with a 10 to 15 feet shoulder on each side. The adjacent land uses are residential single family homes with private driveways on both sides of the roadway.

OTHER FACTORS:

This roadway has a downgrade from north to south. All side street intersections are stop controlled. Rimrock Rd. has five (5) horizontal curves along this segment.

RECOMMENDATIONS:

The observed 85th percentile speed is 44 MPH. The 10 MPH Pace Speed is between 35‐ 44 MPH. The 50th percentile speed is 38 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Rimrock Road North be set at 40 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, and represents an increase of 5 MPH from the previous posted speed limit and is within the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 6 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Seneca Road Direction: W/E # of Lanes: 2
From: Apple Valley Road Length: 1 Mile Width: 35 Feet
To: Riverside Drive Bike Lanes: 0 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: 35 MPH *California Road System Functional Classification Recommended Speed Limit: 45 MPH PREVAILING SPEEDS:
85th Percentile: 45 MPH 10 MPH Pace: 32-41 MPH Percent Under Pace: 11% 50th Percentile: 38 MPH Percent In Pace: 61%
Date of Speed Survey: 5/11/22 Percent Over Pace: 28%
TRAFFIC COUNTS:

Location: 450 ft. East of Mandan Rd
Average Daily Volume: 779 ADT Date of Counts: 5/3/22 - 5/4/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 3.52
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 1 1 0 1 0 0 0
# Speed
Related 0 1 0 0 1 0 0 0
ROADSIDE FACTORS:

The roadway is not striped. Concrete curb, gutter, and sidewalk are in place in front of “Church For Whosoever”.

The remainder of the roadway does not have sidewalks. AC curb has been provided in some areas. No bike lanes have been provided along the roadway. There is one eastbound lane and one westbound lane. Single family homes with private driveways line both sides of the roadway. Wide dirt shoulders have been provided.

OTHER FACTORS:

This roadway is straight, with a slight downgrade westbound. There is a signalized intersection at Apple Valley Rd. and side street stop-controlled intersections are located at Riverside Dr., Seneca Ct., Inkpa Rd., Mandan Rd., and Havasu Rd. There is a slight horizontal curve approaching Riverside Dr.

RECOMMENDATIONS:

The observed 85th percentile speed is 45 MPH. The 10 MPH Pace Speed is between 32‐ 41 MPH. The 50th percentile speed is 38 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Seneca Road be set at 45 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, an increase of 10 MPH from the previous posted speed and is close to the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 7 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Symeron Road Direction: W/E # of Lanes: 2
From: Apple Valley Road Length: 1 Mile Width:24 to 36 Feet To: Riverside Drive Bike Lanes: 0 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: 35 MPH *California Road System Functional Classification Recommended Speed Limit: 35 MPH PREVAILING SPEEDS:
85th Percentile: 39 MPH 10 MPH Pace: 27-36 MPH Percent Under Pace: 5% 50th Percentile: 32 MPH Percent In Pace: 75%
Date of Speed Survey: 5/10/22 Percent Over Pace: 20%
TRAFFIC COUNTS:

Location: 160 ft. West of Tacony Rd
Average Daily Volume: 898 ADT Date of Counts: 5/3/22 – 5/4/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 2.03
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 1 1 0 0 0 0
# Speed
Related 0 0 0 0 0 0 0 0
ROADSIDE FACTORS:

Curb, gutter, and sidewalks are provided on both sides of the roadway from Tuscola Rd to Apple Valley Rd. The segment from Riverside Dr. to Tuscola Rd. is 24 feet wide with unimproved shoulders. There is one eastbound lane and one westbound lane. No bike lanes are present. Adjoining property is residential single family homes with private driveways except at the school. Desert Knolls Elementary School Zone is east of Tuscola Rd. There is an all-way stop with school crosswalks at Symeron Rd. and Tuscola Rd. and a school speed zone.

OTHER FACTORS:

This roadway is generally straight and flat. Side streets are stop controlled at all intersections. There is centerline striping present. There is a slight horizontal curve on Symeron Rd. approaching Riverside Dr. There is also a slight horizontal curve approaching Apple Valley Rd.

RECOMMENDATIONS:

The observed 85th percentile speed is 39 MPH. The 10 MPH Pace Speed is between 27‐ 36 MPH. The 50th percentile speed is 32 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, frontage to a school (Desert Knolls Elementary) and marked School crosswalks, on‐street parking (fully improved section), residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Symeron Rd. be set at 35 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, with no change in the posted speed limit and is within the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 8 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Tonikan Road Direction: N/S # of Lanes: 2
From: Ramona Road Length: 1 Mile Width: 24 Feet
To: Thunderbird Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Local Posted Speed Limit: Not Posted *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 38 MPH 10 MPH Pace: 25-34 MPH Percent Under Pace: 6% 50th Percentile: 31 MPH Percent In Pace: 64%
Date of Speed Survey: 5/19/22 Percent Over Pace: 30%
TRAFFIC COUNTS:

Location: 20 ft. South of Gayhead Rd.

Average Daily Volume: 246 ADT Date of Counts: 5/10/22 – 5/11/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 3.71
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 0 1 0 0 0 0
# Speed
Related 0 0 0 0 0 0 0 0
ROADSIDE FACTORS:

The roadway is 24 feet wide with no striping. No sidewalks and bike lanes are provided along the roadway. There is one northbound lane and one southbound lane with a 20 to 30 feet dirt shoulder on each side. Single family homes with private driveways line both sides of the roadway.

OTHER FACTORS:

This roadway is flat. Side streets are stop controlled at all intersections along the roadway. Tonikan Rd. is stop controlled at Standing Rock Ave. There are slight horizontal curves along the roadway.

RECOMMENDATIONS:

The observed 85th percentile speed is 38 MPH. The 10 MPH Pace Speed is between 25‐ 34 MPH. The 50th percentile speed is 31 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Tonikan Rd. be set at 40 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, a represents a reduction in speed of 15 MPH from the unposted Prima Facie 55 MPH and is close to the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 9 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Yucca Loma Road Direction: W/E # of Lanes: 2 From: Apple Valley Road Length: 1 Mile Width: 24 to 36 Feet To: Rincon Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Minor Arterial Posted Speed Limit: 45 MPH *California Road System Functional Classification Recommended Speed Limit: 45 MPH PREVAILING SPEEDS:
85th Percentile: 51 MPH 10 MPH Pace: 42-51 MPH Percent Under Pace: 9% 50th Percentile: 46 MPH Percent In Pace: 81%
Date of Speed Survey: 5/10/22 Percent Over Pace: 10%
TRAFFIC COUNTS:

Location: 340 ft. East of Cronese Rd
Average Daily Volume: 10,366 ADT Date of Counts: 5/3/22 – 5/4/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 2.55
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 3 1 3 15 6 0 1 0
# Speed
Related 1 1 0 0 1 0 0 0
ROADSIDE FACTORS:

An asphalt sidewalk is in place on the south side of the roadway. A.C. and partial concrete curb & gutter are provided on both sides of the roadway from Apple Valley Rd. to Cronese Rd., with dirt shoulders from Cronese Rd. to Rincon Rd. No bike lanes are provided in either direction. Edge line and centerline striping are in place.

There is one eastbound lane and one westbound lane. Single family homes with private driveways line both sides of the roadway.

OTHER FACTORS:

This roadway alignment is generally straight with vertical grades up to 5% between Apple Valley Road and Cronese Rd. There is a signalized intersection at Apple Valley Rd. There is an all way stop controlled intersection at Rincon Rd. There are side street stop-controlled intersections at Chateau Ct., Choco Rd., Delaware Rd., and Cronese Rd.

RECOMMENDATIONS:

The observed 85th percentile speed is 51 MPH. The 10 MPH Pace Speed is between 42‐ 51 MPH. The 50th percentile speed is 46 MPH. Based on the review of study data, existing roadway geometry with stop-controlled side streets, field observations, roadway topography, no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Yucca Loma Road remain at 45 MPH in both directions per new CVC Section 22358.8(a). This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 10 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Yucca Loma Road Direction: W/E # of Lanes: 2 From: Rincon Road Length: 1 Mile Width: 36 -70Feet
To: Kiowa Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Minor Arterial Posted Speed Limit: 45 MPH *California Road System Functional Classification Recommended Speed Limit: 45 MPH PREVAILING SPEEDS:
85th Percentile: 53 MPH 10 MPH Pace: 43-52 MPH Percent Under Pace: 10% 50th Percentile: 48 MPH Percent In Pace: 72%
Date of Speed Survey: 5/10/22 Percent Over Pace: 18%
TRAFFIC COUNTS:

Location: 300 ft. West of Seminole Rd
Average Daily Volume: 7,092 ADT Date of Counts: 5/10/22 – 5/11/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 0.90
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 1 0 5 1 0 0 0
# Speed
Related 0 1 0 0 0 0 0 0
ROADSIDE FACTORS:

An asphalt sidewalk is in place on the south side of the roadway. There are 5 to 20 feet dirt shoulders on both sides of the roadway. No bike lanes are provided in either direction. Edge lines have been provided on both sides and there is double yellow centerline striping at intersections and skip striping along the roadway. There is one eastbound lane and one westbound lane. Single family homes with private driveways line both sides of the road.

OTHER FACTORS:

This roadway alignment is generally straight and flat with a slight vertical grade increase west to east. All way stop controlled intersections are present at Rincon Road and Kiowa Road. Side street stop-controlled intersections are present at Cree Rd., Quapaw Rd., Seminole Rd., Hopi Rd., Iroquois Rd., and Jicarilla Rd. There is an asphalt bike route on the south side of the roadway.

RECOMMENDATIONS:

The observed 85th percentile speed is 53 MPH. The 10 MPH Pace Speed is between 43‐ 52 MPH. The 50th percentile speed is 48 MPH. Based on the review of study data, existing roadway geometry with stop-controlled side streets, field observations, roadway topography, on‐street parking at some locations, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Yucca Loma Road be set at 45 MPH in both directions per new CVC Section 22358.8 (a). This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed, and represents no change from the previous posted speed limit.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 10A

9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Nokomis Road Direction: N/S # of Lanes: 2
From: Symeron Road Length: 0.75 Mile Width: 22 – 24 Feet To: Riverside Drive Bike Lanes: 0 Median: N/A
Roadway Classification*: Local Posted Speed Limit: 35 MPH *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 42 MPH 10 MPH Pace: 30-39 MPH Percent Under Pace: 13% 50th Percentile: 35 MPH Percent In Pace: 70%
Date of Speed Survey: 5/13/22 Percent Over Pace: 17%
TRAFFIC COUNTS:

Location: 310 ft. South of Tuscola Rd
Average Daily Volume: 507 ADT Date of Counts: 5/3/22 – 5/4/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 4.8
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 0 0 1 0 1 0
# Speed
Related 0 0 0 0 0 0 1 0
ROADSIDE FACTORS:

The roadway is 22 to 24 feet wide with no striping. No sidewalks and bike lanes are provided along the roadway.

There is one northbound lane and one southbound lane with a 10 to 20 feet shoulder on each side. Single family homes with private driveways line both sides of the roadway.

OTHER FACTORS:

This roadway is generally flat. There are side street stop controls at all intersections. There is a slight horizontal curve at Winnetka Rd. and another approaching Riverside Dr. There is a reverse curve on the north end approaching Symeron Road with curve warning signs and advisory speed plaques.

RECOMMENDATIONS:

The observed 85th percentile speed is 42 MPH. The 10 MPH Pace Speed is between 30‐ 39 MPH. The 50th percentile speed is 35 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, roadway width with no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Nokomis Road be set at 40 MPH in both directions. This is consistent with the 85th percentile speed, and is close to the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 11 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Waalew Road Direction: W/E # of Lanes: 2
From: Corwin Road Length: 0.5 Mile Width: 36 Feet
To: Dale Evans Parkway Bike Lanes: 2 Median: N/A
Roadway Classification*: Minor Arterial Posted Speed Limit: Not Posted *California Road System Functional Classification Recommended Speed Limit: 55 Prima Facie PREVAILING SPEEDS:
85th Percentile: 57 MPH 10 MPH Pace: 48-57 MPH Percent Under Pace: 30% 50th Percentile: 51 MPH Percent In Pace: 57%
Date of Speed Survey: 5/19/22 Percent Over Pace: 13%
TRAFFIC COUNTS:

Location: 45 ft. East of Rancho Del Lago Dr.

Average Daily Volume: 2,612 ADT Date of Counts: 5/17/22 – 5/18/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 5.59
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 1 2 3 2 0 0 0 0
# Speed
Related 1 2 0 0 0 0 0 0
ROADSIDE FACTORS:

No curb, gutter, or sidewalks are provided along the roadway. Bike lanes are provided for both directions with Pass 3 Ft. Min. signage. There is one northbound lane and one southbound lane separated by double yellow centerline striping. Single family homes backing up to Waalew Rd. The road has a wide dirt shoulder on south side, and a dirt shoulder on north side. Bus stops are present along the road.

OTHER FACTORS:

There is side street stop control at all intersections. There is a horizontal curve approaching Corwin Road. The curve is signed and has an advisory speed plaque. The segment is otherwise straight and flat with an incline east to west.

RECOMMENDATIONS:

The observed 85th percentile speed is 57 MPH. The 10 MPH Pace Speed is between 48‐ 57 MPH. The 50th percentile speed is 51 MPH. Based on the review of study data, existing roadway geometry with stop controlled side streets, field observations, roadway topography, roadway width with no on‐street parking, residential land use backing up to the road, engineering judgment, and guidelines set forth in the CA-MUTCD, it is recommended that the appropriate speed limit for this segment of Waalew Road be set at Prima Facie 55 MPH in both directions. This is consistent with the 85th percentile speed, and is within the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 12 9.9.22

Town of Apple Valley, CA
Engineering Department

ENGINEERING AND TRAFFIC SURVEY
Street Name: Ottawa Road Direction: W/E # of Lanes: 2
From: Navajo Road Length: 1 Mile Width: varies 24 to 40 Feet To: Central Road Bike Lanes: 0 Median: N/A
Roadway Classification*: Major Collector Posted Speed Limit: Not posted *California Road System Functional Classification Recommended Speed Limit: 40 MPH PREVAILING SPEEDS:
85th Percentile: 45 MPH 10 MPH Pace: 32-41 MPH Percent Under Pace: 11% 50th Percentile: 38 MPH Percent In Pace: 61%
Date of Speed Survey: 5/13/22 Percent Over Pace: 28%
TRAFFIC COUNTS:

Location: 330 ft. West of Manhasset Rd
Average Daily Volume: 1,506 ADT Date of Counts: 5/17/22 – 5/18/22 ACCIDENT HISTORY:

Period 2019 Statewide Average Accident Rate**:

Actual Accident Rate:

1.08 To 2021 5.46
Type Head‐On Rear‐End Sideswipe Broadside Hit Object Overturn Other/NS Vehicle w/ Ped‐Bike Total # 0 0 0 8 1 0 0 0
# Speed
Related 0 0 0 0 0 0 0 0
ROADSIDE FACTORS:

Curb, gutter, and sidewalks are provided in front of Rube Bending Technology and Alba Foster Care, and the rest of the roadway has 5 to 15 feet shoulder. No striping or bike lanes are provided in either direction. There is one eastbound lane and one westbound lane. Private residential driveways line both sides of the roadway. The land use is residential on the west end and commercial on the east end. The shoulders are unimproved.

OTHER FACTORS:

The roadway is generally straight and flat. The width varies and the side streets are stop controlled at all intersections. The First Assembly of God is located on the south side, and the Ascension Lutheran Church on the north side of the street. A baseball park is located on the north side between Osage Court and Manhasset Road.

RECOMMENDATIONS:

The observed 85th percentile speed is 45 MPH. The 10 MPH Pace Speed is between 32‐ 41 MPH. The 50th percentile speed is 38 MPH. If the speed limit were based solely on the 85th percentile speed, the posted speed limit for this segment of Ottawa Road would be established at 45 MPH. Based on the review of study data, existing roadway geometry, stop controlled side streets, field observations, roadway topography, roadway width with no on‐street parking, residential density, engineering judgment, and guidelines set forth in the CAMUTCD, it is recommended that the appropriate speed limit for this segment of Ottawa Road be set at 40 MPH in both directions per new CVC Section 22358.6. This is consistent with the 85th percentile speed, and a reduction of 15 MPH from the not posted Prima Facie 55 MPH and is within the 10 MPH Pace Speed.

CERTIFICATION:

I, Ali Mateen Shahzad do hereby certify that all measurements, and calculations for this Engineering and Traffic Survey within the Town of Apple Valley, California were performed under my supervision, and are accurate and complete. I certify that this survey is consistent with the current methodology established in the 2014 California Manual on Uniform Traffic Control Devices Rev 6 2014, CVC 627 and AB 43. I am duly registered in the State of California as a Professional Traffic Engineer.

Date RTE# 2295
** SOURCE: CALTRANS. 2019 Crash Data on CA State Highways (road miles, travel, crashes, crash rates). 13 9.9.22

Appendix B
Map of Existing and Recommended
Speed Limits

Appendix C
Traffic Count Sheets

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Apple Valley Rd between Yucca Loma Rd & Hwy 18 Task Speed and ADT
Study Name 1A‐AppleValley0501
Study ID 8421413825
Device Serial Number D0:04:AD:76:42:1B
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.533723411182535,‐117.26570597860709 ******** ********
Daily Summary
5/3/2022 5/4/2022
EastBound Volume 6949 7098
WestBound Volume 7129 7177
Total Volume 14078 14275
EastBound Average Speed 41 41
WestBound Average Speed 47 49
Total Average Speed 44 45
EastBound 85th Percentile Speed 50 49
WestBound 85th Percentile Speed 55 57
Total 85th Percentile Speed 53 54
EastBound AM Peak Hour 11:00‐11:59 11:00‐11:59
WestBound AM Peak Hour 07:00‐07:59 07:00‐07:59
Total AM Peak Hour 07:00‐07:59 07:00‐07:59
EastBound AM Peak Hourly Volume 399 424
WestBound AM Peak Hourly Volume 577 611
Total AM Peak Hourly Volume 976 1035
EastBound PM Peak Hour 16:00‐16:59 16:00‐16:59
WestBound PM Peak Hour 14:00‐14:59 13:00‐13:59
Total PM Peak Hour 16:00‐16:59 16:00‐16:59
EastBound PM Peak Hourly Volume 716 732
WestBound PM Peak Hourly Volume 479 551
Total PM Peak Hourly Volume 1195 1283

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Apple Valley Rd between Yucca Loma Rd & Hwy 18 Task Speed and ADT
Study Name 1‐AppleValley0502
Study ID 9063789651
Device Serial Number DD:81:9D:DE:76:DD
Location (Google Maps l http://maps.google.com/maps?z=12&t=m&q=loc:34.504396573621186,‐117.24253262457097 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/3/2022 5/4/2022
NorthBound Volume 8496 8351
SouthBound Volume 9868 9847
Total Volume 18364 18198
NorthBound Average Speed 47 46
SouthBound Average Speed 45 45
Total Average Speed 46 45
NorthBound 85th Percentile Speed 57 56
SouthBound 85th Percentile Speed 52 52
Total 85th Percentile Speed 54 54
NorthBound AM Peak Hour 08:00‐08:59 08:00‐08:59
SouthBound AM Peak Hour 08:00‐08:59 08:00‐08:59
Total AM Peak Hour 08:00‐08:59 08:00‐08:59
NorthBound AM Peak Hourly Volume 576 603
SouthBound AM Peak Hourly Volume 696 668
Total AM Peak Hourly Volume 1272 1271
NorthBound PM Peak Hour 15:00‐15:59 13:00‐13:59
SouthBound PM Peak Hour 16:00‐16:59 16:00‐16:59
Total PM Peak Hour 16:00‐16:59 16:00‐16:59
NorthBound PM Peak Hourly Volume 646 589
SouthBound PM Peak Hourly Volume 917 894
Total PM Peak Hourly Volume 1563 1483

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Nanticoke Rd Between Ramona Ave and Thunderbird Rd Task Speed and ADT
Study Name 2RevAppleValkey0515
Study ID 6130338170
Device Serial Number DD:81:9D:DE:76:DD
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.52377744487908,‐117.18172861274068 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/17/2022 5/18/2022
NorthBound Volume 344 307
SouthBound Volume 332 364
Total Volume 676 671
NorthBound Average Speed 37 36
SouthBound Average Speed 36 37
Total Average Speed 36 37
NorthBound 85th Percentile Speed 43 43
SouthBound 85th Percentile Speed 44 44
Total 85th Percentile Speed 44 44
NorthBound AM Peak Hour 09:00‐09:59 10:00‐10:59
SouthBound AM Peak Hour 08:00‐08:59 08:00‐08:59
Total AM Peak Hour 08:00‐08:59 08:00‐08:59
NorthBound AM Peak Hourly Volume 21 19
SouthBound AM Peak Hourly Volume 26 24
Total AM Peak Hourly Volume 47 43
NorthBound PM Peak Hour 15:00‐15:59 20:00‐20:59
SouthBound PM Peak Hour 15:00‐15:59 14:00‐14:59
Total PM Peak Hour 15:00‐15:59 14:00‐14:59
NorthBound PM Peak Hourly Volume 34 26
SouthBound PM Peak Hourly Volume 37 41
Total PM Peak Hourly Volume 71 67

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Powhatan Rd Betweet Navajo Rd and Central Rd
Task Speed and ADT
Study Name 3AppleValley0515
Study ID 9579077137
Device Serial Number CA:45:09:57:55:59
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.496864788266464,‐117.18475246812888 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/17/2022 5/18/2022
EastBound Volume 1735 1708
WestBound Volume 2085 1970
Total Volume 3820 3678
EastBound Average Speed 36 36
WestBound Average Speed 38 38
Total Average Speed 37 37
EastBound 85th Percentile Speed 41 42
WestBound 85th Percentile Speed 44 45
Total 85th Percentile Speed 44 44
EastBound AM Peak Hour 07:00‐07:59 11:00‐11:59
WestBound AM Peak Hour 11:00‐11:59 11:00‐11:59
Total AM Peak Hour 11:00‐11:59 11:00‐11:59
EastBound AM Peak Hourly Volume 116 129
WestBound AM Peak Hourly Volume 147 146
Total AM Peak Hourly Volume 263 275
EastBound PM Peak Hour 14:00‐14:59 14:00‐14:59
WestBound PM Peak Hour 16:00‐16:59 16:00‐16:59
Total PM Peak Hour 16:00‐16:59 16:00‐16:59
EastBound PM Peak Hourly Volume 153 149
WestBound PM Peak Hourly Volume 206 211
Total PM Peak Hourly Volume 359 360

Survey Count Job2022-0277 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Ramona Ave from Navajo Rd to Central Rd
Task ADT&Speed
Study Name RedoLocation4
Study ID 6590456132
Device Serial Number CA:45:09:57:55:59
Location (Google Maps lihttp://maps.google.com/maps?z=12&t=m&q=loc:34.51519150476605,‐117.18323716875068 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
8/30/2022 8/31/2022
EastBound Volume 1719 1765
WestBound Volume 1322 1364
Total Volume 3041 3129
EastBound Average Speed 44 44
WestBound Average Speed 44 44
Total Average Speed 44 44
EastBound 85th Percentile Speed 50 50
WestBound 85th Percentile Speed 50 50
Total 85th Percentile Speed 50 50
EastBound AM Peak Hour 08:00‐08:59 08:00‐08:59
WestBound AM Peak Hour 07:00‐07:59 07:00‐07:59
Total AM Peak Hour 08:00‐08:59 08:00‐08:59
EastBound AM Peak Hourly Volume 169 171
WestBound AM Peak Hourly Volume 129 120
Total AM Peak Hourly Volume 298 291
EastBound PM Peak Hour 15:00‐15:59 12:00‐12:59
WestBound PM Peak Hour 14:00‐14:59 12:00‐12:59
Total PM Peak Hour 15:00‐15:59 12:00‐12:59
EastBound PM Peak Hourly Volume 168 153
WestBound PM Peak Hourly Volume 139 134
Total PM Peak Hourly Volume 307 287

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Ramona Rd Between Navajo Rd and Thunderbird Rd Task Speed and ADT
Study Name 5AApplevalley0508
Study ID 4459547306
Device Serial Number C2:CC:A0:1A:96:14
Location (Google Maps l http://maps.google.com/maps?z=12&t=m&q=loc:34.526964473388105,‐117.19473392845994 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/10/2022 5/11/2022
EastBound Volume 107 117
WestBound Volume 105 105
Total Volume 212 222
EastBound Average Speed 30 31
WestBound Average Speed 32 30
Total Average Speed 31 31
EastBound 85th Percentile Speed 37 37
WestBound 85th Percentile Speed 44 41
Total 85th Percentile Speed 40 39
EastBound AM Peak Hour 07:00‐07:59 11:00‐11:59
WestBound AM Peak Hour 07:00‐07:59 08:00‐08:59
Total AM Peak Hour 07:00‐07:59 11:00‐11:59
EastBound AM Peak Hourly Volume 9 11
WestBound AM Peak Hourly Volume 9 9
Total AM Peak Hourly Volume 18 20
EastBound PM Peak Hour 17:00‐17:59 14:00‐14:59
WestBound PM Peak Hour 15:00‐15:59 17:00‐17:59
Total PM Peak Hour 15:00‐15:59 17:00‐17:59
EastBound PM Peak Hourly Volume 12 10
WestBound PM Peak Hourly Volume 12 12
Total PM Peak Hourly Volume 24 22

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Ramona Rd Between Navajo Rd and Thunderbird Rd Task Speed and ADT
Study Name 5AppleValley0508
Study ID 1846210768
Device Serial Number EC:BC:62:09:1F:D2
Location (Google Maps l http://maps.google.com/maps?z=12&t=m&q=loc:34.518078966098486,‐117.19674420553929 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/10/2022 5/11/2022
EastBound Volume 709 747
WestBound Volume 807 814
Total Volume 1516 1561
EastBound Average Speed 41 41
WestBound Average Speed 41 42
Total Average Speed 41 42
EastBound 85th Percentile Speed 48 49
WestBound 85th Percentile Speed 48 49
Total 85th Percentile Speed 48 49
EastBound AM Peak Hour 08:00‐08:59 08:00‐08:59
WestBound AM Peak Hour 07:00‐07:59 08:00‐08:59
Total AM Peak Hour 07:00‐07:59 08:00‐08:59
EastBound AM Peak Hourly Volume 46 55
WestBound AM Peak Hourly Volume 68 74
Total AM Peak Hourly Volume 114 129
EastBound PM Peak Hour 15:00‐15:59 17:00‐17:59
WestBound PM Peak Hour 15:00‐15:59 14:00‐14:59
Total PM Peak Hour 15:00‐15:59 14:00‐14:59
EastBound PM Peak Hourly Volume 73 59
WestBound PM Peak Hourly Volume 74 66
Total PM Peak Hourly Volume 147 125

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Rimrock Rd Between Corwin Rd and Hw18
Task Speed and ADT
Study Name 6AppleValley0515
Study ID 5923722964
Device Serial Number EC:BC:62:09:1F:D2
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.54686334359893,‐117.23641902219246 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/17/2022 5/18/2022
SouthBound Volume 123 124
NorthBound Volume 212 179
Total Volume 335 303
SouthBound Average Speed 33 35
NorthBound Average Speed 36 37
Total Average Speed 35 36
SouthBound 85th Percentile Speed 40 41
NorthBound 85th Percentile Speed 44 45
Total 85th Percentile Speed 42 44
SouthBound AM Peak Hour 11:00‐11:59 07:00‐07:59
NorthBound AM Peak Hour 08:00‐08:59 11:00‐11:59
Total AM Peak Hour 08:00‐08:59 11:00‐11:59
SouthBound AM Peak Hourly Volume 9 8
NorthBound AM Peak Hourly Volume 20 15
Total AM Peak Hourly Volume 29 23
SouthBound PM Peak Hour 14:00‐14:59 14:00‐14:59
NorthBound PM Peak Hour 15:00‐15:59 12:00‐12:59
Total PM Peak Hour 15:00‐15:59 12:00‐12:59
SouthBound PM Peak Hourly Volume 16 14
NorthBound PM Peak Hourly Volume 20 20
Total PM Peak Hourly Volume 36 34

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Seneca Rd Between Apple Valley Rd & Riverside Dr Task Speed and ADT
Study Name 7AppleValley0501
Study ID 4059281967
Device Serial Number C2:CC:A0:1A:96:14
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.51474339136355,‐117.2491858189534 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/3/2022 5/4/2022
EastBound Volume 407 401
WestBound Volume 384 366
Total Volume 791 767
EastBound Average Speed 40 40
WestBound Average Speed 44 44
Total Average Speed 42 42
EastBound 85th Percentile Speed 48 48
WestBound 85th Percentile Speed 51 52
Total 85th Percentile Speed 50 50
EastBound AM Peak Hour 06:00‐06:59 07:00‐07:59
WestBound AM Peak Hour 08:00‐08:59 08:00‐08:59
Total AM Peak Hour 06:00‐06:59 07:00‐07:59
EastBound AM Peak Hourly Volume 29 32
WestBound AM Peak Hourly Volume 28 30
Total AM Peak Hourly Volume 57 62
EastBound PM Peak Hour 15:00‐15:59 14:00‐14:59
WestBound PM Peak Hour 15:00‐15:59 13:00‐13:59
Total PM Peak Hour 15:00‐15:59 14:00‐14:59
EastBound PM Peak Hourly Volume 56 45
WestBound PM Peak Hourly Volume 45 30
Total PM Peak Hourly Volume 101 75

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Symeron Rd Between Apple Valley Rd &Riverside Dr Task Speed and ADT
Study Name 8AppleValley0501
Study ID 5810165458
Device Serial Number DE:28:AB:39:D5:DC
Location (Google Maps l http://maps.google.com/maps?z=12&t=m&q=loc:34.52938334139895,‐117.26312973304576 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/3/2022 5/4/2022
EastBound Volume 477 481
WestBound Volume 389 449
Total Volume 866 930
EastBound Average Speed 31 32
WestBound Average Speed 35 35
Total Average Speed 32 33
EastBound 85th Percentile Speed 42 41
WestBound 85th Percentile Speed 44 43
Total 85th Percentile Speed 43 42
EastBound AM Peak Hour 08:00‐08:59 08:00‐08:59
WestBound AM Peak Hour 08:00‐08:59 08:00‐08:59
Total AM Peak Hour 08:00‐08:59 08:00‐08:59
EastBound AM Peak Hourly Volume 110 114
WestBound AM Peak Hourly Volume 87 97
Total AM Peak Hourly Volume 197 211
EastBound PM Peak Hour 15:00‐15:59 14:00‐14:59
WestBound PM Peak Hour 15:00‐15:59 13:00‐13:59
Total PM Peak Hour 15:00‐15:59 14:00‐14:59
EastBound PM Peak Hourly Volume 126 117
WestBound PM Peak Hourly Volume 56 61
Total PM Peak Hourly Volume 182 178

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Tonikan Rd Between Thunerbird Rd and Ramona Ave Task Speed and ADT
Study Name 9AppleValley0508
Study ID 1170816985
Device Serial Number DE:28:AB:39:D5:DC
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.52449455860503,‐117.17779666196292 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/10/2022 5/11/2022
NorthBound Volume 123 110
SouthBound Volume 134 125
Total Volume 257 235
NorthBound Average Speed 31 32
SouthBound Average Speed 31 32
Total Average Speed 31 32
NorthBound 85th Percentile Speed 38 38
SouthBound 85th Percentile Speed 40 40
Total 85th Percentile Speed 39 39
NorthBound AM Peak Hour 09:00‐09:59 07:00‐07:59
SouthBound AM Peak Hour 08:00‐08:59 08:00‐08:59
Total AM Peak Hour 08:00‐08:59 08:00‐08:59
NorthBound AM Peak Hourly Volume 9 9
SouthBound AM Peak Hourly Volume 9 11
Total AM Peak Hourly Volume 18 20
NorthBound PM Peak Hour 18:00‐18:59 14:00‐14:59
SouthBound PM Peak Hour 17:00‐17:59 13:00‐13:59
Total PM Peak Hour 17:00‐17:59 13:00‐13:59
NorthBound PM Peak Hourly Volume 15 12
SouthBound PM Peak Hourly Volume 16 12
Total PM Peak Hourly Volume 31 24

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Yucca Loma Rd Between Apple Valley Rd & Kiowa Rd Task Speed and ADT
Study Name 10AAppleValley0508
Study ID 9232382712
Device Serial Number CA:45:09:57:55:59
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.50040329250936,‐117.21649649563916 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/10/2022 5/11/2022
EastBound Volume 3381 3399
WestBound Volume 3645 3759
Total Volume 7026 7158
EastBound Average Speed 48 49
WestBound Average Speed 51 51
Total Average Speed 49 50
EastBound 85th Percentile Speed 54 54
WestBound 85th Percentile Speed 57 58
Total 85th Percentile Speed 56 56
EastBound AM Peak Hour 08:00‐08:59 08:00‐08:59
WestBound AM Peak Hour 08:00‐08:59 07:00‐07:59
Total AM Peak Hour 08:00‐08:59 07:00‐07:59
EastBound AM Peak Hourly Volume 211 211
WestBound AM Peak Hourly Volume 338 323
Total AM Peak Hourly Volume 549 534
EastBound PM Peak Hour 15:00‐15:59 17:00‐17:59
WestBound PM Peak Hour 15:00‐15:59 13:00‐13:59
Total PM Peak Hour 15:00‐15:59 17:00‐17:59
EastBound PM Peak Hourly Volume 324 297
WestBound PM Peak Hourly Volume 330 281
Total PM Peak Hourly Volume 654 578

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Yucca Loma Rd Between Apple Valley Rd & Kiowa Rd Task Speed and ADT
Study Name 10AppleValley0501
Study ID 1585727105
Device Serial Number EC:BC:62:09:1F:D2
Location (Google Maps l http://maps.google.com/maps?z=12&t=m&q=loc:34.50041917621577,‐117.227006647845 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/3/2022 5/4/2022
EastBound Volume 4894 4963
WestBound Volume 5351 5523
Total Volume 10245 10486
EastBound Average Speed 40 40
WestBound Average Speed 44 44
Total Average Speed 42 42
EastBound 85th Percentile Speed 45 45
WestBound 85th Percentile Speed 49 49
Total 85th Percentile Speed 48 48
EastBound AM Peak Hour 11:00‐11:59 08:00‐08:59
WestBound AM Peak Hour 07:00‐07:59 07:00‐07:59
Total AM Peak Hour 07:00‐07:59 07:00‐07:59
EastBound AM Peak Hourly Volume 282 267
WestBound AM Peak Hourly Volume 461 470
Total AM Peak Hourly Volume 743 737
EastBound PM Peak Hour 16:00‐16:59 17:00‐17:59
WestBound PM Peak Hour 15:00‐15:59 15:00‐15:59
Total PM Peak Hour 16:00‐16:59 17:00‐17:59
EastBound PM Peak Hourly Volume 502 479
WestBound PM Peak Hourly Volume 422 404
Total PM Peak Hourly Volume 924 883

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Nokomis Rd Between Symeron Rd &Riverside Dr
Task Speed and ADT
Study Name 11AppleValley0501
Study ID 7141651906
Device Serial Number EE:9C:DA:6B:B7:47
Location (Google Maps l http://maps.google.com/maps?z=12&t=m&q=loc:34.52301731336165,‐117.26151978286101 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/3/2022 5/4/2022
NorthBound Volume 244 257
SouthBound Volume 267 246
Total Volume 511 503
NorthBound Average Speed 35 36
SouthBound Average Speed 33 33
Total Average Speed 34 34
NorthBound 85th Percentile Speed 42 43
SouthBound 85th Percentile Speed 42 41
Total 85th Percentile Speed 42 43
NorthBound AM Peak Hour 08:00‐08:59 07:00‐07:59
SouthBound AM Peak Hour 07:00‐07:59 08:00‐08:59
Total AM Peak Hour 08:00‐08:59 07:00‐07:59
NorthBound AM Peak Hourly Volume 35 33
SouthBound AM Peak Hourly Volume 17 20
Total AM Peak Hourly Volume 52 53
NorthBound PM Peak Hour 15:00‐15:59 14:00‐14:59
SouthBound PM Peak Hour 15:00‐15:59 14:00‐14:59
Total PM Peak Hour 15:00‐15:59 14:00‐14:59
NorthBound PM Peak Hourly Volume 20 19
SouthBound PM Peak Hourly Volume 43 32
Total PM Peak Hourly Volume 63 51

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Waalew Rd Between Corwin Rd and Dale Evans Parkway Task Speed and ADT
Study Name 12AppleValley0515
Study ID 3089186204
Device Serial Number DE:28:AB:39:D5:DC
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.556901678475135,‐117.21491030428298 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/17/2022 5/18/2022
WestBound Volume 725 322
EastBound Volume 2075 2102
Total Volume 2800 2424
WestBound Average Speed 48 39
EastBound Average Speed 44 44
Total Average Speed 45 43
WestBound 85th Percentile Speed 59 54
EastBound 85th Percentile Speed 53 52
Total 85th Percentile Speed 55 53
WestBound AM Peak Hour 10:00‐10:59 08:00‐08:59
EastBound AM Peak Hour 08:00‐08:59 08:00‐08:59
Total AM Peak Hour 08:00‐08:59 08:00‐08:59
WestBound AM Peak Hourly Volume 63 22
EastBound AM Peak Hourly Volume 138 139
Total AM Peak Hourly Volume 201 161
WestBound PM Peak Hour 14:00‐14:59 14:00‐14:59
EastBound PM Peak Hour 17:00‐17:59 17:00‐17:59
Total PM Peak Hour 17:00‐17:59 17:00‐17:59
WestBound PM Peak Hourly Volume 105 56
EastBound PM Peak Hourly Volume 218 193
Total PM Peak Hourly Volume 323 249

Survey Count Job2022-0271-1 Contact: (949) 543 5756
For TOWN OF APPLE VALLEY
Location Ottawa Rd Between Navajo Rd and Central Rd
Task Speed and ADT
Study Name 13AppleValley0515
Study ID 7931614547
Device Serial Number C2:CC:A0:1A:96:14
Location (Google Maps link) http://maps.google.com/maps?z=12&t=m&q=loc:34.49339032176378,‐117.18476277786978 Time Zone America/Los_Angeles ‐ Pacific Daylight Time
******** ********
Daily Summary
5/17/2022 5/18/2022
NorthBound Volume 725 725
SouthBound Volume 794 768
Total Volume 1519 1493
NorthBound Average Speed 34 36
SouthBound Average Speed 38 38
Total Average Speed 36 37
NorthBound 85th Percentile Speed 43 44
SouthBound 85th Percentile Speed 46 47
Total 85th Percentile Speed 44 45
NorthBound AM Peak Hour 11:00‐11:59 08:00‐08:59
SouthBound AM Peak Hour 07:00‐07:59 07:00‐07:59
Total AM Peak Hour 07:00‐07:59 07:00‐07:59
NorthBound AM Peak Hourly Volume 42 54
SouthBound AM Peak Hourly Volume 62 55
Total AM Peak Hourly Volume 104 109
NorthBound PM Peak Hour 16:00‐16:59 17:00‐17:59
SouthBound PM Peak Hour 15:00‐15:59 12:00‐12:59
Total PM Peak Hour 16:00‐16:59 17:00‐17:59
NorthBound PM Peak Hourly Volume 81 81
SouthBound PM Peak Hourly Volume 58 57
Total PM Peak Hourly Volume 139 138

Appendix D
SWITRS 2019-2021 Collision Table

1 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total APPLE VALLEY RD & HWY 18 5 15 1 2 23APPLE VALLEY RD & MONDAMON RD 4 6 2 12APPLE VALLEY RD & POTOMAC RD 1 2 1 4APPLE VALLEY RD & QUANTICO RD 1 4 5APPLE VALLEY RD & SYMERON RD 1 1 1A Total 12 0 27 1 5 45
APPLE VALLEY RD & TUSCOLA RD 2 1 1 1 5APPLE VALLEY RD & KEOTA RD 1 1 APPLE VALLEY RD & KINAI RD 1 1APPLE VALLEY RD & MANDAN RD 6 6APPLE VALLEY RD & RED FEATHER RD 11APPLE VALLEY RD & SENECA RD 1 3 1 5APPLE VALLEY RD & SHOSHONEE RD 3 2 1 6APPLE VALLEY RD & YAQUI RD 1 23APPLE VALLEY RD & YUCCA LOMA RD 3 5 1 9 1 Total 11 0 18 1 7 37
2 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total NANTICOKE & SHANDIN RD 11NANTICOKE RD & RAMONA AV 1 1NANTICOKE RD & THUNDERBIRD RD 0 Total 1 0 1 0 0 2
3 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total NAVAJO RD & POWHATAN RD 4 9 3 16POWHATAN RD & QUINNAULT RD 11 Total 4 0 9 0 4 17
4 POWHATAN RD - NAVAJO ROAD TO CENTRAL ROAD
Collision Severity (SWITRS 2019-2021)

RAMONA AVE - NAVAJO ROAD TO CENTRAL ROAD
APPLE VALLEY RD - YUCCA LOMA ROAD TO HWY 18
Collision Severity (SWITRS 2019-2021)

NANTICOKE RD - RAMONA AVE TO THUNDERBIRD RD
Collision Severity (SWITRS 2019-2021)

Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total CENTRAL RD & RAMONA AV 1 1NANTICOKE RD & RAMONA AV 1 1PIONEER RD & RAMONA AV 11QUINNAULT RD & RAMONA AV 11RAMONA AV & TONIKAN RD 1 1NAVAJO RD & RAMONA AV 22 Total 3 0 3 0 1 7
5 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total NAVAJO RD & RAMONA AV 11FLATHEAD RD & RAMONA AV 1 1IROQUOIS RD & RAMONA AV 11RAMONA AV & STANDING ROCK AV (South) 1 1 5 Total 1 0 3 0 0 4
RAMONA AV & STANDING ROCK AV (North) 0RAMONA AV & THUNDERBIRD RD 1 1 5A Total 0 0 1 0 0 1
6 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total ALLEGHENY RD & RIMROCK RD 11 2HWY 18 & RIMROCK RD 1 4 5 Total 1 0 5 1 0 7
7 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total APPLE VALLEY RD & SENECA RD 1 1 2MANDAN RD & SENECA RD 1 1RIVERSIDE DR & SENECA RD 0 Total 2 0 1 0 0 3

SENECA RD - APPLE VALLEY ROAD TO RIVERSIDE DRIVE
Collision Severity (SWITRS 2019-2021)

RAMONA AVE - NAVAJO ROAD TO THUNDERBIRD ROAD
Collision Severity (SWITRS 2019-2021)
RIMROCK RD - HWY 18 TO CORWIN ROAD
Collision Severity (SWITRS 2019-2021)Collision Severity (SWITRS 2019-2021)

8 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total APPLE VALLEY RD & SYMERON RD 1 1SYMERON RD & TUSCOLA RD 11 Total 1 0 1 0 0 2
9 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total RAMONA AV & TONIKAN RD 1 1
Total 1 0 0 0 0 1
10 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total APPLE VALLEY RD & YUCCA LOMA RD 3 4 2 9CRONESE RD & YUCCA LOMA RD 1 12 DELAWARE RD & YUCCA LOMA RD 11HOPI RD & YUCCA LOMA RD 1 12IROQUOIS RD & YUCCA LOMA RD 1 1JICARILLA RD & YUCCA LOMA RD 2 2KIOWA RD & YUCCA LOMA RD 6 17QUAPAW RD & YUCCA LOMA RD 22RINCON RD & YUCCA LOMA RD (West) 1 2 3 10 Total 4 1 18 0 6 29
RINCON RD & YUCCA LOMA RD (East) 3 1 4SEMINOLE RD & YUCCA LOMA RD 1 1 1 3 10A Total 0 0 4 1 2 7
11 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total NOKOMIS RD & RIVERSIDE DR 22
Total 0 0 2 0 0 2

TONIKAN RD - RAMONA AVENUE TO THUNDERBIRD ROAD
Collision Severity (SWITRS 2019-2021)

YUCCA LOMA RD - APPLE VALLEY ROAD TO KIOWA ROAD
Collision Severity (SWITRS 2019-2021)

NOKOMIS RD - SYMERON ROAD TO RIVERSIDE DRIVE
Collision Severity (SWITRS 2019-2021)

SYMERON RD - APPLE VALLEY ROAD TO RIVERSIDE DRIVE
Collision Severity (SWITRS 2019-2021)

12 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total CORWIN RD & WAALEW RD 3 1 4DALE EVANS PKWY & WAALEW RD 4 4 Total 3 0 5 0 0 8
13 Complaint of Pain Fatal Property Damage Only Severe Injury Visible Injury Grand Total CENTRAL RD & OTTAWA RD 11NAVAJO RD & OTTAWA RD 1 4 3 8
Total 1 0 5 0 3 9

OTTAWA RD - NAVAJO ROAD TO CENTRAL ROAD
Collision Severity (SWITRS 2019-2021)

WAALEW RD - CORWIN ROAD TO DALE EVANS PKWY
Collision Severity (SWITRS 2019-2021)

1 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total APPLE VALLEY RD & HWY 18 8 1 1 1 8 4 23APPLE VALLEY RD & MONDAMON RD 3 1 7 1 12APPLE VALLEY RD & POTOMAC RD 1 1 1 1 4APPLE VALLEY RD & QUANTICO RD 2 2 15 APPLE VALLEY RD & SYMERON RD 1 1
1A Total 15 3 2 1 0 3 15 6 0 45 1.08
1 1 1 13 1 17 Unsafe Speed
APPLE VALLEY RD & TUSCOLA RD 1 1 2 1 5APPLE VALLEY RD & KEOTA RD 11APPLE VALLEY RD & KINAI RD 11APPLE VALLEY RD & MANDAN RD 1 41 6APPLE VALLEY RD & RED FEATHER RD 1 1 APPLE VALLEY RD & SENECA RD 2 3 5APPLE VALLEY RD & SHOSHONEE RD 1 1 4 6APPLE VALLEY RD & YAQUI RD 1 23APPLE VALLEY RD & YUCCA LOMA RD 4 1 1 1 2 9 1 Total 9 1 3 2 0 0 18 4 0 37 1.08
1 1 15 1 18 Unsafe Speed
2 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total NANTICOKE & SHANDIN RD 1 1
NANTICOKE RD & RAMONA AV 11
NANTICOKE RD & THUNDERBIRD RD 0
Total 0 0 1 0 0 0 1 0 0 2 1.08
1 1 2 Unsafe Speed
3 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total NAVAJO RD & POWHATAN RD 6 6 1 2 1 16POWHATAN RD & QUINNAULT RD 1 1 Total 6 7 1 0 0 0 2 1 0 17 1.08
1 1 Unsafe Speed
4 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total CENTRAL RD & RAMONA AV 11NANTICOKE RD & RAMONA AV 11
PIONEER RD & RAMONA AV 1 1
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

RAMONA AVE - NAVAJO ROAD TO CENTRAL ROAD
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

POWHATAN RD - NAVAJO ROAD TO CENTRAL ROAD
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)
APPLE VALLEY RD - YUCCA LOMA ROAD TO HWY 18

NANTICOKE RD - RAMONA AVE TO THUNDERBIRD RD
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

QUINNAULT RD & RAMONA AV 1 1
RAMONA AV & TONIKAN RD 1 1NAVAJO RD & RAMONA AV 1 12
Total 2 1 1 0 0 0 1 1 1 7 1.08
1 1 Unsafe Speed
5 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total NAVAJO RD & RAMONA AV 1 1
FLATHEAD RD & RAMONA AV 1 1
IROQUOIS RD & RAMONA AV 1 1RAMONA AV & STANDING ROCK AV (South) 1 1 5 Total 2 0 2 0 0 0 0 0 0 4 1.08
0 Unsafe Speed
RAMONA AV & STANDING ROCK AV (North) 0RAMONA AV & THUNDERBIRD RD 1 1 5A Total 1 0 0 0 0 0 0 0 0 1 1.08
0 Unsafe Speed
6 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total ALLEGHENY RD & RIMROCK RD 2 2HWY 18 & RIMROCK RD 2 1 2 5 Total 2 0 2 1 0 0 0 2 0 7 1.08
1 1 2 Unsafe Speed
7 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total APPLE VALLEY RD & SENECA RD 1 1 2MANDAN RD & SENECA RD 11RIVERSIDE DR & SENECA RD 0 Total 0 0 1 0 0 0 1 1 0 3 1.08
1 1 2 Unsafe Speed
8 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total APPLE VALLEY RD & SYMERON RD 1 1SYMERON RD & TUSCOLA RD 11 Total 1 0 0 0 0 0 0 1 0 2 1.08
0 Unsafe Speed
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

SYMERON RD - APPLE VALLEY ROAD TO RIVERSIDE DRIVE
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

SENECA RD - APPLE VALLEY ROAD TO RIVERSIDE DRIVE
RIMROCK RD - HWY 18 TO CORWIN ROAD
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

RAMONA AVE - NAVAJO ROAD TO THUNDERBIRD ROAD

9 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total RAMONA AV & TONIKAN RD 1 1
Total 1 0 0 0 0 0 0 0 0 1 1.08
0 Unsafe Speed
10 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total APPLE VALLEY RD & YUCCA LOMA RD 5 1 1 2 9CRONESE RD & YUCCA LOMA RD 2 2 DELAWARE RD & YUCCA LOMA RD 1 1HOPI RD & YUCCA LOMA RD 1 1 2IROQUOIS RD & YUCCA LOMA RD 1 1JICARILLA RD & YUCCA LOMA RD 1 1 2KIOWA RD & YUCCA LOMA RD 3 2 1 1 7QUAPAW RD & YUCCA LOMA RD 2 2RINCON RD & YUCCA LOMA RD (West) 2 1 3 10 Total 15 3 6 1 0 0 1 3 0 29 1.08
1 1 1 3 Unsafe Speed
RINCON RD & YUCCA LOMA RD (East) 3 14SEMINOLE RD & YUCCA LOMA RD 2 1 3 10A Total 5 0 1 0 0 0 1 0 0 7 1.08
1 1 Unsafe Speed
11 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total NOKOMIS RD & RIVERSIDE DR 1 1 2
Total 0 0 1 0 1 0 0 0 0 2 1.08
1 1 Unsafe Speed
12 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total CORWIN RD & WAALEW RD 1 12 4
DALE EVANS PKWY & WAALEW RD 1 1 1 1 4
Total 2 1 0 0 0 0 2 3 0 8 1.08
1 2 3 Unsafe Speed
13 Collision Severity (SWITRS 2019-2021)
Broadside Head-On Hit Object Not Stated Other Overturned Rear End Sideswipe Vehicle/Pedestrian Grand Total CENTRAL RD & OTTAWA RD 1 1
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

OTTAWA RD - NAVAJO ROAD TO CENTRAL ROAD
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

NOKOMIS RD - SYMERON ROAD TO RIVERSIDE DRIVE

WAALEW RD - CORWIN ROAD TO DALE EVANS PKWY
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)
Type of Collision (SWITRS 2019-2021) CA Statwide ACC/MVM Rate (2019)

TONIKAN RD - RAMONA AVENUE TO THUNDERBIRD ROAD

YUCCA LOMA RD - APPLE VALLEY ROAD TO KIOWA ROAD

NAVAJO RD & OTTAWA RD 7 1 8
Total 8 0 1 0 0 0 0 0 0 9 1.08
0 Unsafe Speed

Appendix E
Radar Speed Summary Sheets

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Apple Valley Road
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Yucca Loma Road - Seneca Road
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 1:30
62 0 0 62 0
61 0 0 61 0 Time
60 0 0 60 0 To: 1:50
59 2 0 59 X X 2
58 2 1 58 X X X 3 Existing
57 2 0 57 X X 2 Speed Limit: 55 MPH
56 1 0 56 X 1
55 3 0 55 X X X 3
54 5 4 54 X X X X X X X X X 9 *
53 4 3 53 X X X X X X X 7 *
52 4 5 52 X X X X X X X X X 9 *
51 8 3 51 X X X X X X X X X X X 11 P Northbound Southbound Combined Statistics 50 7 5 50 X X X X X X X X X X X X 12 A % Over Pace: 0% 2% 11% 49 1 4 49 X X X X X 5 C
48 1 6 48 X X X X X X X 7 E % In Pace: 76% 86% 79%
47 2 4 47 X X X X X X 6 *
46 0 3 46 X X X 3 * % Under Pace: 24% 12% 10%
45 4 6 45 X X X X X X X X X X 10 *
44 1 2 44 X X X 3 Average Speed: 51 MPH 49 MPH 50 MPH
43 1 2 43 X X X 3
42 2 1 42 X X X 3 Pace Speed: 50 - 59 MPH 45 - 54 MPH 45 - 54 MPH 41 0 1 41 X 1
40 0 0 40 0
39 0 0 39 0 15th Percentile / Critical Speed: 45 MPH 45 MPH 45 MPH 38 0 0 38 0
37 0 0 37 0 50th Percentile / Critical Speed: 51 MPH 48 MPH 50 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 55 MPH 53 MPH 54 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/10/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Apple Valley Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Seneca Road - State Route 18
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 1 59 X 1
58 0 0 58 0
57 0 0 57 0 Date:
56 0 2 56 X X 2
55 1 1 55 X X 2
54 1 0 54 X 1 Time
53 0 3 53 X X X 3 From: 9:00
52 1 3 52 X X X X 4
51 3 1 51 X X X X 4 Time
50 1 1 50 X X 2 To: 9:30
49 1 5 49 X X X X X X 6 *
48 7 5 48 X X X X X X X X X X X X 12 * Existing
47 10 8 47 X X X X X X X X X X X X X X X X X X 18 * Speed Limit: 50 MPH 46 9 3 46 X X X X X X X X X X X X 12 P
45 3 5 45 X X X X X X X X 8 A
44 2 2 44 X X X X 4 C
43 0 2 43 X X 2 E
42 6 3 42 X X X X X X X X X 9 *
41 3 2 41 X X X X X 5 * Northbound Southbound Combined Statistics 40 0 3 40 X X X 3 * % Over Pace: 6% 24% 19%
39 1 0 39 X 1
38 0 0 38 0 % In Pace: 84% 76% 79%
37 1 0 37 X 1
36 0 0 36 0 % Under Pace: 10% 0% 2%
35 0 0 35 0
34 0 0 34 0 Average Speed: 46 MPH 47 MPH 47 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 42 - 51 MPH 40 - 49 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 46 MPH 47 MPH 47 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 49 MPH 52 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/10/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Nanticoke Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ramona Avenue - Thunderbird Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 1 0 51 X 1 Time
50 0 0 50 0 To: 11:15
49 0 2 49 X X 2
48 1 1 48 X X 2 Existing
47 1 2 47 X X X 3 Speed Limit: N/P MPH
46 0 0 46 0
45 2 1 45 X X X 3
44 4 2 44 X X X X X X 6 *
43 9 2 43 X X X X X X X X X X X 11 *
42 1 2 42 X X X 3 *
41 4 2 41 X X X X X X 6 P Northbound Southbound Combined Statistics 40 0 4 40 X X X X 4 A % Over Pace: 10% 28% 11%
39 3 3 39 X X X X X X 6 C
38 3 3 38 X X X X X X 6 E % In Pace: 64% 62% 57%
37 1 3 37 X X X X 4 *
36 3 1 36 X X X X 4 * % Under Pace: 26% 10% 32%
35 4 3 35 X X X X X X X 7 *
34 1 2 34 X X X 3 Average Speed: 38 MPH 37 MPH 38 MPH
33 1 3 33 X X X X 4
32 2 6 32 X X X X X X X X 8 Pace Speed: 35 - 44 MPH 31 - 40 MPH 35 - 44 MPH 31 3 3 31 X X X X X X 6
30 0 4 30 X X X X 4
29 1 0 29 X 1 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 28 3 1 28 X X X X 4
27 1 0 27 X 1 50th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/18/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Powhatan Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Navajo Road - Central Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 2:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 2:35
49 0 0 49 0
48 0 0 48 0 Existing
47 0 2 47 X X 2 Speed Limit: 45 MPH
46 1 0 46 X 1
45 2 3 45 X X X X X 5
44 0 1 44 X 1
43 0 2 43 X X 2
42 0 5 42 X X X X X 5
41 2 3 41 X X X X X 5 * Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 6% 20% 18%
39 8 3 39 X X X X X X X X X X X 11 *
38 7 4 38 X X X X X X X X X X X 11 P % In Pace: 82% 72% 75% 37 6 5 37 X X X X X X X X X X X 11 A
36 3 3 36 X X X X X X 6 C % Under Pace: 12% 8% 7%
35 3 3 35 X X X X X X 6 E
34 3 5 34 X X X X X X X X 8 * Average Speed: 36 MPH 39 MPH 38 MPH 33 3 3 33 X X X X X X 6 *
32 3 3 32 X X X X X X 6 * Pace Speed: 32 - 41 MPH 33 - 42 MPH 32 - 41 MPH 31 1 0 31 X 1
30 1 1 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 32 MPH 34 MPH 33 MPH 28 2 0 28 X X 2
27 1 0 27 X 1 50th Percentile / Critical Speed: 37 MPH 38 MPH 37 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 44 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
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/11/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Ramona Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Navajo Road - Central Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 0 56 X 1
55 0 0 55 0
54 0 0 54 0 Time
53 2 1 53 X X X 3 From: 9:00
52 1 2 52 X X X 3
51 1 2 51 X X X 3 Time
50 1 0 50 X 1 To: 9:30
49 0 0 49 0
48 2 5 48 X X X X X X X 7 * Existing
47 1 3 47 X X X X 4 * Speed Limit: 45 MPH
46 2 4 46 X X X X X X 6 *
45 5 3 45 X X X X X X X X 8 P
44 2 5 44 X X X X X X X 7 A
43 7 5 43 X X X X X X X X X X X X 12 C
42 6 5 42 X X X X X X X X X X X 11 E
41 2 5 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 1 1 40 X X 2 * % Over Pace: 22% 10% 11%
39 1 4 39 X X X X X 5 *
38 2 1 38 X X X 3 % In Pace: 60% 80% 69%
37 1 2 37 X X X 3
36 3 1 36 X X X X 4 % Under Pace: 18% 10% 20%
35 4 0 35 X X X X 4
34 1 1 34 X X 2 Average Speed: 42 MPH 44 MPH 43 MPH
33 1 0 33 X 1
32 2 0 32 X X 2 Pace Speed: 36 - 45 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed: 35 MPH 39 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 43 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 48 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/11/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Ramona Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Navajo Road - Standing Rock Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 1 0 52 X 1
51 1 0 51 X 1 Time
50 1 1 50 X X 2 To: 9:50
49 0 2 49 X X 2
48 0 2 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 2 2 46 X X X X 4
45 1 0 45 X 1
44 1 1 44 X X 2 *
43 6 3 43 X X X X X X X X X 9 *
42 1 4 42 X X X X X 5 *
41 2 2 41 X X X X 4 P Northbound Southbound Combined Statistics 40 2 4 40 X X X X X X 6 A % Over Pace: 12% 14% 13%
39 2 3 39 X X X X X 5 C
38 7 4 38 X X X X X X X X X X X 11 E % In Pace: 74% 62% 68% 37 4 4 37 X X X X X X X X 8 *
36 7 2 36 X X X X X X X X X 9 * % Under Pace: 14% 24% 19% 35 5 4 35 X X X X X X X X X 9 *
34 1 1 34 X X 2 Average Speed: 39 MPH 38 MPH 38 MPH
33 2 1 33 X X X 3
32 0 2 32 X X 2 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 1 2 31 X X X 3
30 1 1 30 X X 2
29 1 3 29 X X X X 4 15th Percentile / Critical Speed: 35 MPH 31 MPH 33 MPH 28 0 0 28 0
27 0 1 27 X 1 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 1 0 25 X 1 85th Percentile / Critical Speed: 43 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 1 23 X 1
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
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/18/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Ramona Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Standing Rock Avenue - Thunderbird Road 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:15
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:15
49 0 0 49 0
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 1 2 44 X X X 3
43 0 0 43 0
42 1 1 42 X X 2
41 1 0 41 X 1 Northbound Southbound Combined Statistics 40 2 0 40 X X 2 % Over Pace: 24% 16% 28%
39 0 1 39 X 1
38 2 0 38 X X 2 % In Pace: 60% 76% 64%
37 1 2 37 X X X 3 *
36 1 1 36 X X 2 * % Under Pace: 16% 8% 8%
35 5 3 35 X X X X X X X X 8 *
34 1 2 34 X X X 3 P Average Speed: 36 MPH 33 MPH 35 MPH 33 0 0 33 0 A
32 1 3 32 X X X X 4 C Pace Speed: 31 - 40 MPH 28 - 37 MPH 28 - 37 MPH 31 2 1 31 X X X 3 E
30 0 4 30 X X X X 4 *
29 1 0 29 X 1 * 15th Percentile / Critical Speed: 29 MPH 28 MPH 28 MPH 28 1 3 28 X X X X 4 *
27 0 0 27 0 50th Percentile / Critical Speed: 35 MPH 32 MPH 35 MPH 26 0 1 26 X 1
25 2 0 25 X X 2 85th Percentile / Critical Speed: 44 MPH 39 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 1 22 X 1
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 25 25 GRAND TOTALS 50
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/19/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Rimrock Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Corwin Road - State Route 18
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 1 1 52 X X 2
51 0 3 51 X X X 3 Time
50 2 0 50 X X 2 To: 11:20
49 1 0 49 X 1
48 3 0 48 X X X 3 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 3 0 46 X X X 3
45 0 0 45 0
44 2 4 44 X X X X X X 6 *
43 2 1 43 X X X 3 *
42 6 2 42 X X X X X X X X 8 *
41 3 2 41 X X X X X 5 P Northbound Southbound Combined Statistics 40 5 2 40 X X X X X X X 7 A % Over Pace: 20% 10% 15%
39 2 3 39 X X X X X 5 C
38 6 7 38 X X X X X X X X X X X X X 13 E % In Pace: 66% 70% 68% 37 3 4 37 X X X X X X X 7 *
36 1 7 36 X X X X X X X X 8 * % Under Pace: 14% 20% 17% 35 3 3 35 X X X X X X 6 *
34 2 0 34 X X 2 Average Speed: 40 MPH 38 MPH 39 MPH
33 2 2 33 X X X X 4
32 0 1 32 X 1 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 1 1 31 X X 2
30 0 2 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed: 35 MPH 32 MPH 33 MPH 28 1 2 28 X X X 3
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 1 25 X 1 85th Percentile / Critical Speed: 46 MPH 44 MPH 44 MPH 24 0 1 24 X 1
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
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/18/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Nokomis Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Symeron Road - Riverside Drive
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:30
49 0 0 49 0
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 3 2 45 X X X X X 5
44 1 2 44 X X X 3
43 1 0 43 X 1
42 2 2 42 X X X X 4
41 1 0 41 X 1 Northbound Southbound Combined Statistics 40 0 0 40 0 % Over Pace: 20% 14% 17%
39 5 3 39 X X X X X X X X 8 *
38 3 6 38 X X X X X X X X X 9 * % In Pace: 70% 70% 70%
37 6 3 37 X X X X X X X X X 9 *
36 2 3 36 X X X X X 5 P % Under Pace: 10% 16% 13%
35 5 4 35 X X X X X X X X X 9 A
34 2 3 34 X X X X X 5 C Average Speed: 36 MPH 35 MPH 35 MPH 33 3 3 33 X X X X X X 6 E
32 3 3 32 X X X X X X 6 * Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 31 3 4 31 X X X X X X X 7 *
30 3 3 30 X X X X X X 6 *
29 1 3 29 X X X X 4 15th Percentile / Critical Speed: 30 MPH 29 MPH 30 MPH 28 0 4 28 X X X X 4
27 1 0 27 X 1 50th Percentile / Critical Speed: 36 MPH 35 MPH 35 MPH 26 1 0 26 X 1
25 2 0 25 X X 2 85th Percentile / Critical Speed: 42 MPH 39 MPH 42 MPH 24 0 1 24 X 1
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
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/13/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Ottawa Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Navajo Road - Central Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 1 0 55 X 1
54 0 0 54 0 Time
53 1 2 53 X X X 3 From: 2:15
52 2 0 52 X X 2
51 0 0 51 0 Time
50 0 0 50 0 To: 3:00
49 2 1 49 X X X 3
48 1 0 48 X 1 Existing
47 1 1 47 X X 2 Speed Limit: 45 MPH
46 1 2 46 X X X 3
45 5 0 45 X X X X X 5
44 2 0 44 X X 2
43 1 2 43 X X X 3
42 1 2 42 X X X 3
41 2 4 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 * % Over Pace: 16% 16% 28%
39 6 5 39 X X X X X X X X X X X 11 *
38 3 6 38 X X X X X X X X X 9 P % In Pace: 56% 66% 61%
37 4 2 37 X X X X X X 6 A
36 0 4 36 X X X X 4 C % Under Pace: 28% 18% 11%
35 2 3 35 X X X X X 5 E
34 4 1 34 X X X X X 5 * Average Speed: 40 MPH 38 MPH 39 MPH 33 2 4 33 X X X X X X 6 *
32 2 2 32 X X X X 4 * Pace Speed: 37 - 46 MPH 33 - 42 MPH 32 - 41 MPH 31 1 2 31 X X X 3
30 1 1 30 X X 2
29 1 1 29 X X 2 15th Percentile / Critical Speed: 33 MPH 32 MPH 32 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile / Critical Speed: 39 MPH 38 MPH 38 MPH 26 0 2 26 X X 2
25 0 1 25 X 1 85th Percentile / Critical Speed: 47 MPH 43 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/13/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Seneca Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Apple Valley Road - Riverside Drive 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: 1:30
52 0 0 52 0
51 0 0 51 0 Time
50 1 1 50 X X 2 To: 1:50
49 1 1 49 X X 2
48 0 1 48 X 1 Existing
47 3 1 47 X X X X 4 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 4 3 45 X X X X X X X 7
44 1 2 44 X X X 3
43 3 1 43 X X X X 4
42 1 2 42 X X X 3
41 3 4 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 2 2 40 X X X X 4 * % Over Pace: 22% 26% 28%
39 5 4 39 X X X X X X X X X 9 *
38 6 4 38 X X X X X X X X X X 10 P % In Pace: 60% 64% 61% 37 2 2 37 X X X X 4 A
36 1 7 36 X X X X X X X X 8 C % Under Pace: 18% 10% 11% 35 0 0 35 0 E
34 7 4 34 X X X X X X X X X X X 11 * Average Speed: 38 MPH 38 MPH 38 MPH 33 1 2 33 X X X 3 *
32 2 3 32 X X X X X 5 * Pace Speed: 34 - 43 MPH 32 - 41 MPH 32 - 41 MPH 31 2 1 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 1 0 28 X 1
27 1 2 27 X X X 3 50th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 26 0 0 26 0
25 0 2 25 X X 2 85th Percentile / Critical Speed: 45 MPH 45 MPH 45 MPH 24 2 0 24 X X 2
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
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/11/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Symeron Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Apple Valley Road - Riverside 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 1 45 X 1
44 1 0 44 X 1 Time
43 1 2 43 X X X 3 From: 9:35
42 1 2 42 X X X 3
41 2 1 41 X X X 3 Time
40 1 2 40 X X X 3 To: 10:15
39 1 2 39 X X X 3
38 1 1 38 X X 2 Existing
37 0 1 37 X 1 Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 *
35 6 3 35 X X X X X X X X X 9 *
34 4 3 34 X X X X X X X 7 *
33 5 4 33 X X X X X X X X X 9 P
32 5 6 32 X X X X X X X X X X X 11 A
31 3 3 31 X X X X X X 6 C Eastbound Westbound Combined Statistics 30 3 5 30 X X X X X X X X 8 E % Over Pace: 16% 22% 20%
29 1 2 29 X X X 3 *
28 4 7 28 X X X X X X X X X X X 11 * % In Pace: 76% 74% 75% 27 5 1 27 X X X X X X 6 *
26 2 1 26 X X X 3 % Under Pace: 8% 4% 5%
25 2 0 25 X X 2
24 0 0 24 0 Average Speed: 33 MPH 34 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36 MPH 28 - 37 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 40 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/10/22

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Tonikan Road
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Ramona Avenue - Thunderbird Road
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 0 43 0 From: 9:00
42 0 0 42 0
41 1 0 41 X 1 Time
40 0 0 40 0 To: 11:15
39 2 1 39 X X X 3
38 2 1 38 X X X 3 Existing
37 2 1 37 X X X 3 Speed Limit: N/P MPH
36 0 1 36 X 1
35 1 2 35 X X X 3
34 0 2 34 X X 2 *
33 1 1 33 X X 2 *
32 3 2 32 X X X X X 5 *
31 2 2 31 X X X X 4 P Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 A % Over Pace: 32% 12% 30%
29 0 2 29 X X 2 C
28 1 2 28 X X X 3 E % In Pace: 68% 68% 64%
27 4 1 27 X X X X X 5 *
26 1 1 26 X X 2 * % Under Pace: 0% 20% 6%
25 3 1 25 X X X X 4 *
24 1 0 24 X 1 Average Speed: 31 MPH 31 MPH 31 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 24 - 33 MPH 28 - 37 MPH 25 - 34 MPH 21 0 1 21 X 1
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 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 25 25 GRAND TOTALS 50
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/19/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Waalew Road
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Corwin Road - Dale Evens Parkway
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 1 66 X 1
65 2 0 65 X X 2
64 0 1 64 X 1 Time
63 0 3 63 X X X 3 From: 2:30
62 1 0 62 X 1
61 1 1 61 X X 2 Time
60 0 0 60 0 To: 2:55
59 0 0 59 0
58 1 2 58 X X X 3 Existing
57 2 1 57 X X X 3 * Speed Limit: 55 MPH
56 2 2 56 X X X X 4 *
55 5 1 55 X X X X X X 6 *
54 7 6 54 X X X X X X X X X X X X X 13 P
53 3 1 53 X X X X 4 A
52 1 2 52 X X X 3 C
51 5 4 51 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 50 4 1 50 X X X X X 5 * % Over Pace: 8% 16% 13%
49 2 2 49 X X X X 4 *
48 1 5 48 X X X X X X 6 * % In Pace: 64% 50% 57%
47 1 1 47 X X 2
46 3 1 46 X X X X 4 % Under Pace: 28% 34% 30%
45 0 2 45 X X 2
44 7 3 44 X X X X X X X X X X 10 Average Speed: 52 MPH 50 MPH 51 MPH 43 2 1 43 X X X 3
42 0 1 42 X 1 Pace Speed: 49 - 58 MPH 48 - 57 MPH 48 - 57 MPH 41 0 4 41 X X X X 4
40 0 3 40 X X X 3
39 0 0 39 0 15th Percentile / Critical Speed: 44 MPH 41 MPH 44 MPH 38 0 1 38 X 1
37 0 0 37 0 50th Percentile / Critical Speed: 51 MPH 50 MPH 51 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 56 MPH 58 MPH 57 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/19/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Yucca Loma Road
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Apple Valley Road - Rincon Road
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 0 56 X 1
55 1 0 55 X 1
54 0 1 54 X 1 Time
53 3 2 53 X X X X X 5 From: 2:10
52 2 0 52 X X 2
51 3 3 51 X X X X X X 6 * Time
50 5 1 50 X X X X X X 6 * To: 2:30
49 3 4 49 X X X X X X X 7 *
48 5 6 48 X X X X X X X X X X X 11 P Existing
47 4 5 47 X X X X X X X X X 9 A Speed Limit: 45 MPH
46 3 4 46 X X X X X X X 7 C
45 4 5 45 X X X X X X X X X 9 E
44 4 7 44 X X X X X X X X X X X 11 *
43 4 3 43 X X X X X X X 7 *
42 3 5 42 X X X X X X X X 8 *
41 4 2 41 X X X X X X 6 Eastbound Westbound Combined Statistics 40 0 0 40 0 % Over Pace: 20% 6% 10%
39 1 0 39 X 1
38 0 1 38 X 1 % In Pace: 78% 86% 81%
37 0 1 37 X 1
36 0 0 36 0 % Under Pace: 2% 8% 9%
35 0 0 35 0
34 0 0 34 0 Average Speed: 47 MPH 46 MPH 46 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 41 - 50 MPH 42 - 51 MPH 42 - 51 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 42 MPH 42 MPH 42 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 47 MPH 46 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 49 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/10/22

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Yucca Loma Road
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Rincon Road - Kiowa Road
72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 0 0 63 0 From: 1:50
62 1 0 62 X 1
61 0 0 61 0 Time
60 0 0 60 0 To: 2:10
59 1 0 59 X 1
58 2 0 58 X X 2 Existing
57 0 2 57 X X 2 Speed Limit: 45 MPH
56 1 1 56 X X 2
55 3 1 55 X X X X 4
54 1 2 54 X X X 3
53 2 1 53 X X X 3
52 3 2 52 X X X X X 5 *
51 5 7 51 X X X X X X X X X X X X 12 * Eastbound Westbound Combined Statistics 50 5 2 50 X X X X X X X 7 * % Over Pace: 22% 14% 18%
49 3 2 49 X X X X X 5 P
48 3 7 48 X X X X X X X X X X 10 A % In Pace: 70% 74% 72% 47 2 4 47 X X X X X X 6 C
46 6 5 46 X X X X X X X X X X X 11 E % Under Pace: 8% 12% 10% 45 2 1 45 X X X 3 *
44 3 4 44 X X X X X X X 7 * Average Speed: 49 MPH 48 MPH 48 MPH 43 3 3 43 X X X X X X 6 *
42 1 0 42 X 1 Pace Speed: 43 - 52 MPH 43 - 52 MPH 43 - 52 MPH 41 2 2 41 X X X X 4
40 1 0 40 X 1
39 0 3 39 X X X 3 15th Percentile / Critical Speed: 44 MPH 43 MPH 43 MPH 38 0 1 38 X 1
37 0 0 37 0 50th Percentile / Critical Speed: 49 MPH 48 MPH 48 MPH 36 0 0 36 0
35 0 0 35 0 85th Percentile / Critical Speed: 55 MPH 52 MPH 53 MPH 34 0 0 34 0
33 0 0 33 0
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
Town of Apple Valley
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
5/10/22