Agenda packet — Rocklin City Council, December 12, 2023 (part 1 of 8)

ROCKLIN CITY COUNCIL
City Council Regular Meeting
City Hall - Council Chambers
3970 Rocklin Rd. Rocklin, CA
95677
Website:
www.rocklin.ca.us
December 12, 2023

KEN BROADWAY,

Mayor

GREG JANDA,

Vice Mayor

DAVID BASS,

Council Member

JILL GAYALDO,

Council Member

BILL HALLDIN,

Council Member

ALY ZIMMERMANN,

City Manager

DANIEL CUCCHI,

Interim City Attorney

DANIEL CHOE,

City Treasurer

HALEY REID,

Acting City Clerk

HOW TO PARTICIPATE
The City of Rocklin welcomes your interest and involvement in the City's legislative process. The City Council has established a procedure for addressing the Council. Persons wishing to address the City Council are asked to voluntarily complete and submit a speaker identification sheet to the City Clerk.

Speaker identification sheets are available near the entrance of the Council Chambers. For items listed on the agenda, any person may address the City Council at the time the item is considered. Speakers are requested to restrict their comments to the item as it appears on the agenda and stay within the required five minute time limit. The Brown Act does not permit the City Council to take action on items brought up under Citizens Addressing the City Council.

WRITINGS RECEIVED AFTER AGENDA POSTING
Any writing or documents related to an agenda item for this meeting provided to the City Council, Public Financing Authority or Successor Agency will be made available for public inspection at City Hall, 3970 Rocklin Road, Rocklin, during normal business hours.

AMERICANS WITH DISABILITIES ACT
In compliance with the Americans with Disabilities Act, if you require special assistance to participate in this meeting or other services in conjunction with this meeting, including receiving notices, agendas, and other writings in appropriate alternative formats, please contact our office at (916) 625- 5560 at least 48 hours prior to the meeting or time when services are needed so that we may make every reasonable effort to accommodate you.

AUDIO/VISUAL PRESENTATIONS
If making a presentation regarding an agenda item, all audio/visual materials must be submitted to the City Clerk or Secretary at least 72 hours in advance. The City is not responsible for the compatibility or operation of non-city devices or the functionality of non-city presentations.

POSTING OF AGENDA
In accordance with Government Code Section 54954.2(a) this agenda was posted on the City's bulletin board at City Hall, 3970 Rocklin Road, Rocklin, and City of Rocklin website at www.rocklin.ca.us.

AGENDA
City Council Regular Meeting Agenda of December 12, 2023 1 The public may listen to audio or view the meeting via live stream at www.rocklin.ca.us/agendas-minutes

For those that do not plan on attending in person, but wish to make a public comment during the meeting, public comments will be accepted in email form until 3:00 p.m. on the meeting day. Public comments should be submitted to the City Clerk at [email protected]
. Emailed public comments will be distributed to City Council and treated as a public record.

1. REPORTS FROM CITY COUNCIL AND CITY MANAGER

2. COUNCIL REORGANIZATION
2A.

Nomination and Selection of Mayor
2B.

Nomination and Selection of Vice Mayor
2C.

Oath of Office for Incoming Mayor and Vice Mayor for the 2023-24 Term of Office 2D.

Recognition of Outgoing Mayor

3. CONSENT CALENDAR
3A.

Minutes of the November 13, 2023 Special Meeting of the City Council, November 14, 2023 Regular Meeting of the City Council, and the November 30, 2023 Special Meeting of the City Council

MEETING

INSTRUCTIONS

CALL TO ORDER

PLEDGE OF ALLEGIANCE

ROLL CALL

AGENDA REVIEW

CITIZENS ADDRESSING THE CITY COUNCIL

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Appointing a Mayor for the 2023-2024 Term of Office

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Appointing a Vice Mayor for the 2023-24 Term of Office

Recommendation:

Approve the Minutes of the November 13, 2023 Special
Meeting of the City Council, November 14, 2023 Regular Meeting of the City Council, and the November 30, 2023 Special Meeting of the City Council.

City Council Regular Meeting Agenda of December 12, 2023 2 3B.

City Council Regular Meeting Calendar - January through December 2024 3C.

Amend Chapter 10.11 of Title 10 of the Rocklin Municipal Code 3D.

Agreement with Roseville Housing Authority for Housing Choice Voucher Program Administration
3E.

Various Personnel Updates
3F.

Accounts Paid List - July to September 2023
3G.

Quarterly Treasurer's Report

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving the City Council Regular Meeting Calendar - January through December 2024.

Recommendation:

Adopt an Ordinance of the City Council of the City of Rocklin Amending Chapter 10.11 of Title 10 of the Rocklin Municipal Code Regarding Speed Limits within the City of Rocklin.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin to Authorizing the City Manager to Sign an Agreement between the City of Rocklin and the City of Roseville Housing Authority to Administer the Housing Choice Voucher Program.

Recommendation:

A
.

Receive a report from the Human Resources Division of the Administrative Services Department as required by City of Rocklin Municipal Code 2.48 – Police Salaries.

B
.

Adopt a Resolution of the City Council of the City of Rocklin to Approve the Bargaining Unit Change for Two (2) Senior Department Administrative Specialist Allocations from the Confidential Group to AFSCME Bargaining Unit; and the Resulting Reclassification and Reallocation Changes, Y-Rated Salary Schedule, and the Deletion of the Senior Department Administrative Specialist Classification; and Approve the Bargaining Unit Change of One (1) Information Technology Analyst Allocation from the AFSCME Bargaining Unit to the Confidential Group; and Revise Confidential Salary Schedule.

Recommendation:

Receive the Accounts Paid List for July 1, 2023 to September 30, 2023.

Recommendation:

Receive the Treasurer's Report for the Quarter Ending
September 30, 2023.

City Council Regular Meeting Agenda of December 12, 2023 3 3H.

Section 115 Trust for Pension Investment Strategy
3I.

Development Impact Fee Annual (AB 1600) Reports for Fiscal Year 2022/23 3J.

Intention to Annex Rocklin Burger King (APN 364-090-024-000) into Community Facilities District No. 1
3K.

On-Call Professional Engineering Services Contracts

Recommendation:

Receive an Update on the Investment Strategy for the City's Section 115 Trust for Pension.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Accepting Development Impact Fee Reports for the Period Ending June 30, 2023 as Required by Government Code Sections 66000 et seq.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin of Intention to Annex Territory to Rocklin Community Facilities District No. 1 (Annexation No. 88) and to Authorize the Levy of Special Taxes Therein (Rocklin Burger King, APN 364-090-024-000).

Recommendation:

A
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to Consor North America, Inc. and Authorizing the City Manager to Execute the Agreement.

B
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to Fehr & Peers and Authorizing the City Manager to Execute the Agreement.

C
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to Kimley-Horn and Associates, Inc. and Authorizing the City Manager to Execute the Agreement.

D
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to Lumos & Associates, Inc. and Authorizing the City Manager to Execute the Agreement.

E
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to R.E.Y.

Engineers, Inc. and Authorizing the City Manager to Execute the Agreement.

F
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to Whitlock & Weinberger Transportation, Inc. and Authorizing the City Manager to Execute the Agreement.

G
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding an On- Call Professional Services Contract for Engineering Services to ZFA Structural Engineers and Authorizing the City Manager to Execute the Agreement.

City Council Regular Meeting Agenda of December 12, 2023 4 3L.

Whitney Ranch Unit 1: Final Map, Subdivision Improvement Agreement, Subdivision Landscaping Agreement, and Open Space Easement 3M.

Monument Springs Drive Roadway and Bridge Improvements Project 3N.

Park Drive Pavement Rehabilitation Project
3O.

Purchase of Flock Group Inc. Automated License Plate Reader Cameras

Recommendation:

A
.

Adopt a Resolution of the City Council of the City of Rocklin Approving the Final Map of Whitney Ranch Unit 1 Subdivision/(SD2022-0002) and Approving and Authorizing Execution of a Subdivision Improvement Agreement.

B
.

Adopt a Resolution of the City Council of the City of Rocklin Approving and Authorizing Execution of a Subdivision Landscaping Agreement of Whitney Ranch Unit 1 Subdivision/(SD2022-0002).

C
.

Adopt a Resolution of the City Council of the City of Rocklin Accepting Grant of Open Space Easement of Whitney Ranch Unit 1 Subdivision/(SD2022- 0002).

Recommendation:

A
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding a Professional Services Contract for Engineering Design Services for the Monument Springs Drive Roadway and Bridge Improvements Project to Dokken Engineering and Authorizing the City Manager to Execute the Agreement.

B
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding a Professional Services Contract for Construction Management Services for the Monument Springs Drive Roadway and Bridge Improvements Project to Consor North America, Inc. and Authorizing the City Manager to Execute the Agreement.

Recommendation:

A
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding a Professional Services Contract for Construction Management Services for the Park Drive Pavement Rehabilitation Project to Ghirardelli Associates, Inc. and Authorizing the City Manager to Execute the Agreement.

B
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding a Construction Contract for the Park Drive Pavement Rehabilitation Project to Central Valley Engineering & Asphalt, Inc. and Authorizing the City Manager to Execute the Agreement.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Authorizing the City Manager to Execute an Agreement with Flock Group Inc.

City Council Regular Meeting Agenda of December 12, 2023 5 3P.

Amendment No. 3 to the Agreement with R3 Consulting, Inc. 3Q.

Sunset Whitney Recreation Area Building Demolition Project 3R.

Astound Broadband Powered by WAVE Agreement
3S.

Placer County Ambulance Advisory Committee and Sierra-Sacramento Valley Emergency Medical Services Agency Funding Request Approval. 3T.

City Hall Gutter and Downspout Replacement Notice of Completion 3U.

Police Department Steel Beam/Amphitheater Wood Beam Refinishing Notice of Completion

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving Amendment No. 3 to the Contract for Services with R3 Consulting, Inc. and Authorizing the City Manager to Execute Amendment No. 3.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving an Increase of the Total Authorized Contract Amount with Double B Demolition, Inc., for the Sunset Whitney Recreation Area Building Demolition Project.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Adopting and Authorizing the Agreement with Astound Broadband Powered by WAVE, for Intelligent Transportation System (ITS) Communication and Networking Services and Authorizing the City Manager to Execute an Agreement.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin, Ratifying Approval of Funding From the Placer County Ambulance Advisory Committee and Sierra-Sacramento Valley Emergency Medical Services Agency.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Accepting the Public Work Known as City Hall Gutter and Downspout Replacement, Approving the Notice of Completion Thereof, and Authorizing and Directing the Execution and Recordation of Said Notice on Behalf of the City (A Plus Painting).

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Accepting the Public Work Known as Police Department Steel Beam/Amphitheater Wood Beam Refinishing, Approving the Notice of Completion Thereof, and Authorizing and Directing the Execution and Recordation of Said Notice on Behalf of the City (Valdez Painting, Inc.).

City Council Regular Meeting Agenda of December 12, 2023 6 3V.

Citywide Fuel Reduction Program
3W.

Purchase of Two Chevrolet Silverado 1500 Fire Prevention Vehicles 3X.

ADA Ramp Upgrades and Concrete Services Change Order No. 1 3Y.

Amendment to Lease Agreement for City of Rocklin Police Substation 3Z.

Office of Traffic Safety (OTS) Grant for Selective Traffic Enforcement Program (STEP)

4. SPECIAL PRESENTATIONS
4A.

Certificate of Appreciation for Rocklin Citizens
4B.

Placer County Library Update

5. PUBLIC HEARINGS

Recommendation:

A
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding the Contract for the City of Rocklin 2024 Grazing Services to Blue Tent Farms LLC and Authorizing the City Manager to Execute an Agreement with Blue Tent Farms LLC.

B
.

Adopt a Resolution of the City Council of the City of Rocklin Awarding the Contract for the City of Rocklin 2024 Weed and Rubbish Abatement and Authorizing the City Manager to Execute an Agreement with Northern State Contractors, Inc.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving and Authorizing the Purchase of Two Chevrolet Silverado 1500 Fire Prevention Vehicles from Winner Chevrolet and Authorizing the City Manager to Purchase the Vehicles From Winner Chevrolet.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving and Authorizing the City Manager to Execute Change Order No. 1 with PBM Construction Inc. for the ADA Ramps and Concrete Construction Services Agreement.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Authorizing the City Manager to Execute an Amendment to the Lease Agreement with Smithway Rocklin, LLC, Successor In Interest to Smithway Associates, Inc.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Ratifying the Submission of Office of Traffic Safety (OTS) Grant Application for Selective Traffic Enforcement Program (STEP).

City Council Regular Meeting Agenda of December 12, 2023 7 5A.

West Oaks Apartments / Design Review, DR2022-0010, Tentative Parcel Map, DL2023-0001 and Environmental, ENV2022-0002
5B.

Vacation of a Public Street / Yankee Hill Road Between the Eastbound and Westbound Tracks of Union Pacific Railroad

6. DISCUSSION ITEMS
6A.

Fiscal Year 2023/24 First Quarter: Financial Report, Budget Amendments, and Strategic Plan Update
6B.

Fire Station Architectural and Engineering Services - Award of Contract 6C.

Purchase of One Pierce Type I Fire Engine

7. CITY COUNCIL ACTING AS SUCCESSOR AGENCY
7A.

Recognized Obligation Payment Schedule (ROPS) FY 2024/25

8. FUTURE AGENDA ITEMS

Recommendation:

A
.

Conduct a Public Hearing to Consider Testimony.

B
.

Adopt a Resolution of the City Council of the City of Rocklin Approving a Mitigated Negative Declaration Of Environmental Impacts (West Oaks Apartments / ENV2022-0002).

C
.

Adopt a Resolution of the City Council of the City of Rocklin Approving a Tentative Parcel Map (West Oaks Apartments / DL2023-0001).

D
.

Adopt a Resolution of the City Council of the City of Rocklin Approving a Design Review (West Oaks Apartments / DR2022-0010).

Recommendation:

This item is being continued to the January 9, 2024 City Council Meeting.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Accepting the Quarterly Financial Report for the Quarter Ended September 30, 2023, and Amending the Fiscal Year 2023/24 Budget.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Authorizing the City Manager to Execute a Contract with COAR Design Group for Architectural and Engineering Services for the Construction of a Fire Station.

Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving the Purchase of One Pierce Type I Fire Engine and Authorizing the City Manager to Execute the Agreement.

Recommendation:

Receive the City of Rocklin's Successor Agency Recognized Obligation Payment Schedule for the Period of July 1, 2024 - June 30, 2025.

ADJOURNMENT
City Council Regular Meeting Agenda of December 12, 2023 8 RESOLUTION No. 2023-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
APPOINTING A MAYOR FOR THE 2023-24 TERM OF OFFICE
The City Council of the City of Rocklin does resolve as follows:

Section 1. __________ is hereby appointed Mayor of the City of Rocklin for the 2023-24 term of office commencing December 12, 2023.

PASSED AND ADOPTED this 12th day of December, 2023, by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
____________________________________
, Mayor
ATTEST:
____________________________
Haley Reid, Acting City Clerk
9 RESOLUTION No. 2023-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
APPOINTING A VICE MAYOR FOR THE 2023-2024 TERM OF OFFICE The City Council of the City of Rocklin does resolve as follows:

Section 1. ____________ is hereby appointed Vice Mayor of the City of Rocklin for the 2023-24 term of office commencing December 12, 2023.

PASSED AND ADOPTED this 12th day of December, 2023, by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
____________________________________
,Mayor
ATTEST:
____________________________
Haley Reid, Acting City Clerk
10 City Council
Staff Report

Subject:

Minutes of the November 13, 2023 Special Meeting of the City Council, November 14, 2023 Regular Meeting of the City Council, and the November 30, 2023 Special Meeting of the City Council Date:

December 12, 2023
Submitted By:

Haley Reid, Acting City Clerk
Department:

City Clerk's Office
Recommendation:

Approve the Minutes of the November 13, 2023 Special Meeting of the City Council, November 14, 2023 Regular Meeting of the City Council, and the November 30, 2023 Special Meeting of the City Council.

Item Number 3A.

ATTACHMENTS:

1. DRAFT November 13, 2023 City Council Special Meeting Minutes

2. DRAFT November 14, 2023 City Council Meeting Minutes

3. DRAFT November 30, 2023 City Council Special Meeting Minutes 11 DRAFT Meeting Minutes of November 13, 2023 Rocklin City Council 1 | P a g e

REGULAR MEETING OF THE

ROCKLIN CITY COUNCIL
November 13, 2023
CLOSED SESSION at 5:00 p.m.

Council Chambers
3970 Rocklin Road, Rocklin, CA 95677
www.rocklin.ca.us

MEETING MINUTES
-DRAFT-
- DRAFT -

CALL SPECIAL MEETING TO ORDER
Mayor Broadway called the meeting to order at 5:00 p.m.

ROLL CALL
Councilmembers: David Bass, Jill Gayaldo, Bill Halldin, Greg Janda, Mayor Ken Broadway

1. CLOSED SESSION
1A. PUBLIC EMPLOYMENT
Pursuant to Government Code Section 59457(b)(1)
Title: City Attorney

PUBLIC COMMENT ON CLOSED SESSION
None

2. REPORT OUT OF CLOSED SESSION
Closed Session ended at 8:15 p.m. with nothing to report.

ADJOURNMENT
Mayor Broadway adjourned the meeting at 8:15 p.m.
12 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 1 | P a g e

REGULAR MEETING OF THE

ROCKLIN CITY COUNCIL
November 14, 2023
CLOSED SESSION at 5:00 p.m.

GENERAL SESSION at 6:00 p.m.

Council Chambers
3970 Rocklin Road, Rocklin, CA 95677
www.rocklin.ca.us

MEETING MINUTES
-DRAFT-
- DRAFT -

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

ROLL CALL
Councilmembers: David Bass, Jill Gayaldo, Bill Halldin, Greg Janda, Mayor Ken Broadway

1. CLOSED SESSION
1A. Pursuant to Government Code Section 54959.9(d)(2), Conference with Legal Counsel, Anticipated Litigation, Potential Exposure to Litigation: One Case 1B. Pursuant to Government Code Section 54956.9(d)(1), Conference with Legal Counsel, Existing Litigation: Hogan v. City of Rocklin et al., Placer County Superior Court Case No. SCV0051563.

PUBLIC COMMENT ON CLOSED SESSION
None

2. REPORT OUT OF CLOSED SESSION
Closed Session ended at 6:22 p.m. with nothing to report. 13 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 2 | P a g e

REGULAR MEETING CALL TO ORDER
Mayor Broadway called the regular meeting to order at 6:22 p.m.

ROLL CALL
Councilmembers: David Bass, Jill Gayaldo, Bill Halldin, Greg Janda, Mayor Ken Broadway

PLEDGE OF ALLEGIANCE
Mayor Broadway led the pledge of allegiance.

AGENDA REVIEW
None.

CITIZENS ADDRESSING THE CITY COUNCIL
None.

1. REPORTS FROM CITY COUNCIL AND CITY MANAGER
City Council Reports
Councilmember Bass reported attendance at a Diwali celebration in Roseville, the Placer Cities & Counties Officials Association (PCOA) dinner, the Wall of Recognition reception, an open house for Northern California PET Imaging Center, and the VFW Veteran’s Day ceremony.

Councilmember Gayaldo reported attendance at the Placer County Mosquito & Vector Control District board meeting and strategic planning session, the Rocklin Unified School District 2x2 meeting, Sacramento Area Council Of Governments (SACOG) county event, a Veteran’s Day event at Heritage Oaks, and the Placer Business Alliance conference.

Councilmember Halldin reported attendance at the Western Placer Waste Management Authority board meeting, various Veteran’s Day events, the open house for Northern California PET Imaging Center, and the Wall of Recognition reception.

Mayor Broadway spoke with Webelos Troop 102 for their Civics Patch. He reported attendance at the Adopt A Creek Program Cleanup project with South Placer Rotary Club at Pleasant Grove Creek, the Team Rocklin staff BBQ at Johnson Springview Park, Placer County Transportation Planning Agency and South Placer Regional Transportation Authority Board meetings, the Health and Wellness Fair at Oracle, a tour of Beale Air Force Base, the Placer Business Alliance conference, the Rocklin and Whitney Matt Reading Annual Baseball game, the Wall of Recognition reception, and various Veteran’s Day activities.

Mayor Broadway called for a 5-minute recess.
14 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 3 | P a g e
City Manager Report
City Manager Zimmermann shared that the November 28, 2023 City Council meeting will be cancelled. Additionally, she shared information for upcoming events including the Rocklin Tree Lighting on December 2 at Quarry Park and the Point-In-Time homeless count that will take place January 24, 2024.

2. CONSENT CALENDAR
2A. Minutes of September 26, 2023 and October 10, 2023 Regular Meeting of the City Council Action: Approved the Meeting Minutes from the September 26, 2023 and October 10, 2023 Regular City Council Meeting.
2B. Resolution Expressing Support for Actions to Further Strengthen Local Democracy, Authority, and Control as Related to Local Zoning and Housing Issues Action: Adopted Resolution No. 2023-168 of the City Council of the City of Rocklin Expressing Support for Actions to Further Strengthen Local Democracy, Authority, and Control as Related to Local Zoning and Housing Issues.
2C. Placer Valley Tourism Capital Grant for Pickleball Facility at SWRA Action: Adopted Resolution No. 2023-169 of the City Council of the City of Rocklin Approving and Authorizing the City Manager to Execute a Grant Agreement by and between Placer Valley Tourism and the City of Rocklin.
2D. Boulder Ridge Park Cell Tower Generator Project
Action:

A. Adopted Resolution No. 2023-170 of the City Council of the City of Rocklin Approving a Notice of Exemption (Vertical Bridge - Boulder Ridge Park Cell Tower Generator Project) B. Adopted Resolution No. 2023-171 of the City Council of the City of Rocklin Approving and Authorizing the City Manager to Execute the First Amendment to the Communications Site License Agreement (Vertical Bridge - Boulder Ridge Park Cell Tower Generator Project)
2E. Various Personnel Updates
Action:

A. Adopted Resolution No. 2023-172 of the City Council of the City of Rocklin Adopting a Revised Temporary Positions Salary Schedule
B. Adopted Resolution No. 2023-173 of the City Council of the City of Rocklin Adopting a Side Letter of Agreement to the Memorandum of Understanding between the City of Rocklin and the Rocklin Firefighter’s Union
C. Adopted Resolution No. 2023-174 of the City Council of the City of Rocklin to Approve Revised Salary Schedules for the Public Service Employees Bargaining Unit D. Adopted Resolution No. 2023-175 of the City Council of the City of Rocklin Adopting the Reclassifications and Reallocations in the Parks and Recreation Department, Fire Department, and Abolishing a Classification
15 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 4 | P a g e
E. Adopted Resolution No. 2023-176 of the City Council of the City of Rocklin to Adopted Salary Range and Allocation for Administrative Office Clerk; Reallocate One Senior Administrative Assistant to Administrative Office Assistant; and Adopt Revised Salary Schedules for Confidential Employees
2F. Amendment to the Liebert Cassidy Whitmore Professional Services Agreement Action: Adopted Resolution No. 2023-177 of the City Council of the City of Rocklin Approving Amendment No. 2 to the Professional Services Agreement with Liebert Cassidy Whitmore and Authorizing the City Manager to Execute Amendment No. 2 2G. Community Development Department Quarterly Building Report Action: Received the Quarterly Building Report for the Quarter which ended September 30, 2023
2H. Pulled for discussion.
2I. Motorola Solutions, Inc. Maintenance and Radio Infrastructure Software Upgrade Agreement
Action: Adopted Resolution No. 2023-179 of the City Council of the City of Rocklin to authorize the City Manager to Execute and Sign the Maintenance and Radio Infrastructure Software Upgrade Agreement with Motorola Solutions, Inc. 2J. Los Cerros Phase 1A Public Landscape Improvements Notice of Completion Action: Adopted Resolution No. 2023-180 of the City Council of the City of Rocklin Accepting the Public Work Known as Los Cerros Phase 1A Subdivision Improvements Public Landscape (SD -2013-09), Approving the Notice of Completion Thereof, and Authorizing and Directing the Execution and Recordation of Said Notice on Behalf of the City (Toll West Coast, LLC) 2K. Resolution of Intention to Order the Vacation of a Public Street - Yankee Hill Road Action: Adopted Resolution No. 2023-181 of the City Council of the City of Rocklin of Intention to Order the Vacation of a Public Street and Setting a Public Hearing Thereon (Yankee Hill Road).
2L. Uniform Services with Cintas Corporation
Action: Adopted Resolution No. 2023-182 of the City Council of the City of Rocklin Approving a Purchase Agreement with Cintas Corporation for Uniform Services, and Authorizing the City Manager to Execute the Agreement.
2M. Vehicle Supplies/Equipment and Installation Services Agreement Action: Adopted Resolution No. 2023-183 of the City Council of the City of Rocklin Approving the Contract for Vehicle Supplies/Equipment and Installation Services to Stommel Inc. DBA LEHR Auto, and Authorizing the City Manager to Execute an Agreement. 16 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 5 | P a g e
2N. 2024 Micro-Pave Resurfacing Project
Action: Adopted Resolution No. 2023-184 of the City Council of the City of Rocklin Awarding the Contract for 2024 Micro-Pave Resurfacing to American Pavement Systems, Inc., and Authorizing the City Manager to Execute an Agreement.
2O. Reimbursement Agreement with Placer County Water Agency Action: Adopted Resolution No. 2023-185 of the City Council of the City of Rocklin Approving and Authorizing the City Manager to Execute a Construction Management and Reimbursement Agreement with Placer County Water Agency (PCWA) for the Midas Avenue Water Main Replacement and Resurfacing Project.

Motion to approve Consent Calendar item Nos. 2A - 2G and 2I – 2O. by Councilmember Halldin, seconded by Vice Mayor Janda. Passed by the following vote:

Ayes: Bass, Broadway, Gayaldo, Halldin, Janda
Noes: NONE

Absent: NONE
Abstain: NONE

CONSENT CALENDAR ITEMS PULLED FOR DISCUSSION
2H. College Park Fire Fuel Load Management Contract
Action: Adopted Resolution No. 2023-178 of the City Council of the City of Rocklin Awarding the Contract for College Park Fire Fuel Load Management to Tree Pro Tree Service, Inc. and Authorizing the City Manager to Execute an Agreement.

City Council comments followed.

Motion to approve Consent Calendar item No. 2H by Councilmember Halldin, seconded by Vice Mayor Janda. Passed by the following vote:

Ayes: Bass, Broadway, Gayaldo, Halldin, Janda
Noes: NONE

Absent: NONE
Abstain: NONE

3. SPECIAL PRESENTATIONS
3A. Proclamation Recognizing November 25 as Small Business Saturday Presented to representatives of the Rocklin Chamber of Commerce by Mayor Broadway 3B. Proclamation Recognizing Global Entrepreneurship Week Presented to Mark Haney, Growth Factory founding partner by Mayor Broadway 17 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 6 | P a g e
3C. Proclamation Recognizing November as Placer County Art & Culture Month Presented to representatives of the Arts Council of Placer County by Mayor Broadway

4. PUBLIC HEARINGS
4A. Amend Rocklin Municipal Code, Ordinance Title 10, Chapter 10.11, Speed Limits Action:

A. Conducted a public hearing.

B. Introduced, Waived the full reading and read by title only, an Ordinance of the City Council of the City of Rocklin Amending Chapter 10.11, of Title 10 of the Rocklin Municipal Code Regarding Speed Limits within the City of Rocklin.

Public Services Director Justin Nartker, presented the item to the City Council.

Mayor Broadway opened the public hearing. Seeing no public comment, Mayor Broadway closed the public hearing.

City Council comments and discussion followed.

Motion to approve item No. 4A by Vice Mayor Janda, seconded by Councilmember Gayaldo. Passed by the following vote:

Ayes: Bass, Broadway, Gayaldo, Halldin, Janda
Noes: NONE

Absent: NONE
Abstain: NONE

5. DISCUSSION ITEMS
5A. Point Vista - Advisory Review of Development Proposal (SC2023-0005) Action: Reviewed, discussed, and provided input to the project applicant on a preliminary development proposal for a General Plan Amendment, Rezone, and Tentative Subdivision Map on an approximately 16-acre site located east of I-80 and south of Brace Road.

Planning Services Manager Bret Finning presented the item to the City Council.

PUBLIC COMMENT:

Terry Pews addressed the City Council regarding his opposition and concerns with the item.

Devin Corona addressed the City Council regarding his concerns with the item.

Courtney Young addressed the City Council regarding her concerns with the item.

Kimberly Fanginelli addressed the City Council regarding her concerns with the item. 18 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 7 | P a g e
Tom Amata addressed the City Council regarding his concerns with the item.

Trisha Vinland addressed the City Council regarding her concerns the item.

Benjamin Bjorkman addressed the City Council regarding the item.

City Council comments and discussion followed.
5B. Approval of the Environmental Document and Selection of the Preferred Design Alternative for Rocklin Road and Interstate 80 Interchange Project
Action:

A. Adopted Resolution No. 2023-186 of the City Council of the City of Rocklin Approving a Mitigated Negative Declaration of Environmental Impacts and a Mitigation Monitoring Program - Rocklin Road and Interstate 80 Interchange Project.

B. Adopted Resolution No. 2023-187 of the City Council of the City of Rocklin Approving Alternative 1 – A Diverging Diamond Interchange Configuration with Bicycle and Pedestrian Use Provided by a Dedicated Overcrossing of Interstate 80 – Rocklin Road and Interstate 80 Interchange Project.

Public Services Manager Matt McClure presented the item to the City Council.

Luke McNeel-Caird with Jacobs Engineering shared a presentation with the City Council.

City Council comments and discussion followed.

PUBLIC COMMENT
Neil Bullock addressed City Council regarding the design of the item.

Kevin Shaw addressed City Council regarding the item.

Benjamin Bjorkman addressed City Council regarding the item.

Motion to approve item No. 5B.A by Vice Mayor Janda, seconded by Councilmember Bass.

Passed by the following vote:

Ayes: Bass, Broadway, Gayaldo, Halldin, Janda
Noes: NONE

Absent: NONE
Abstain: NONE
Motion to approve item No. 5B.B by Vice Mayor Janda, seconded by Councilmember Gayaldo. Passed by the following vote:

Ayes: Bass, Broadway, Gayaldo, Halldin, Janda
Noes: NONE

Absent: NONE
19 DRAFT Meeting Minutes of November 14, 2023 Rocklin City Council 8 | P a g e
Abstain: NONE

6. CITY COUNCIL ACTING AS SUCCESSOR AGENCY
6A. Letter of Intent for the Proposed Sale of Successor Agency-Owned Property at 5255 Pacific Street (APN 010-170-026).

Action: Adopted Resolution No. 2023-188 of the Successor Agency of the City of Rocklin Approving a Letter of Intent for the Sale of the Former Redevelopment Agency Property.

Assistant City Manager Sherri Conway presented the item to the City Council.

Tyler Judkins with G3 Concepts, presented to the City Council.

PUBLIC COMMENT
Neil Bullock addressed City Council in support of the item.

Benjamin Bjorkman addressed City Council in support of the item.

Motion to approve item No. 6A by Councilmember Halldin, seconded by Vice Mayor Janda.

Passed by the following vote:

Ayes: Bass, Broadway, Gayaldo, Halldin, Janda
Noes: NONE

Absent: NONE
Abstain: NONE

6. FUTURE AGENDA ITEMS
None.

ADJOURNMENT
Mayor Broadway adjourned the meeting at 9:34 p.m.
20 DRAFT Meeting Minutes of November 30, 2023 Rocklin City Council 1 | P a g e

SPECIAL MEETING OF THE

ROCKLIN CITY COUNCIL
November 30, 2023
CLOSED SESSION at 4:30 p.m.

Council Chambers
3970 Rocklin Road, Rocklin, CA 95677
www.rocklin.ca.us

MEETING MINUTES
-DRAFT-
- DRAFT -

CALL SPECIAL MEETING TO ORDER
Mayor Broadway called the meeting to order at 4:32 p.m.

ROLL CALL
Councilmembers: David Bass, Jill Gayaldo, Bill Halldin, Greg Janda, Mayor Ken Broadway

1. CLOSED SESSION
1A. PUBLIC EMPLOYMENT
Pursuant to Government Code Section 54957.6
Conference with Labor Negotiators
Agency designated representatives: Mayor Broadway and Vice Mayor Janda Unrepresented Employee: City Attorney

PUBLIC COMMENT ON CLOSED SESSION
None

2. REPORT OUT OF CLOSED SESSION
Closed Session ended at 5:33 p.m. with nothing to report.

ADJOURNMENT
Mayor Broadway adjourned the meeting at 5:33 p.m.
21 City Council
Staff Report

Subject:

City Council Regular Meeting Calendar - January through December 2024
Date:

December 12, 2023
Submitted By:

Haley Reid, Acting City Clerk
Department:

City Clerk's Office
Recommendation:

Adopt a Resolution of the City Council of the City of Rocklin Approving the City Council Regular Meeting Calendar - January through December 2024.

Item Number 3B.

ATTACHMENTS:

1. Resolution - City Council Regular Meeting Calendar 2024 22 RESOLUTION NO. 2023-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
APPROVING CITY COUNCIL REGULAR MEETING DATES – JANUARY THROUGH DECEMBER 2024
WHEREAS, the City Council’s Rules of Procedure state meetings are held the second and fourth Tuesday of each month; and
WHEREAS, Council wishes to approve the meeting calendar for the period from January through December 2024.

NOW, THEREFORE, the City Council of the City of Rocklin does resolve as follows:

Section 1. The regular meeting dates for calendar period of January through December 2023 are established as follows:

January 9 June 11
January 23 June 25
February 13 August 13
February 27 August 27
March 12 September 10
March 26 September 24
April 9 October 8
April 23 October 22
May 14 November 12
May 28 December 10
PASSED AND ADOPTED this 12th day of December, 2023, by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:

ATTEST:
, Mayor
Haley Reid, Acting City Clerk
23 City Council
Staff Report

Subject:

Amend Chapter 10.11 of Title 10 of the Rocklin Municipal Code Date:

December 12, 2023
Submitted By:

Justin Nartker, Director of Public Services
Hunter Young, Deputy Director of Community Development/City Engineer Department:

Public Services
Recommendation:

Adopt an Ordinance of the City Council of the City of Rocklin Amending Chapter 10.11 of Title 10 of the Rocklin Municipal Code Regarding Speed Limits within the City of Rocklin.

Background:

Cities and Counties in California are required to follow the California Vehicle Code (CVC), primarily Sections 22357 and 22358, to establish speed limits within their jurisdiction. The law requires speed limits to be set by ordinance on the basis of an Engineering and Traffic Survey (ETS). Following the CVC requirements allows local law enforcement to use radar equipment to enforce the speed limit.

The California Department of Transportation (Caltrans) has an established set of standards and procedures for conducting an ETS. These standards require that for a speed limit to be radar enforceable, the posted speed limit should be set at the 5mph increment nearest the 85th percentile speed. The recommended speed limit can be lowered an additional 5mph if “conditions not readily apparent to motorists” are present. Conditions not readily apparent can be related to accident history, numerous driveways along the roadway, adjacent land uses, bike lanes, etc. The CVC requires that the speed surveys must be conducted every five to ten years, or when there is a major change to a roadway.

Staff recently performed a review of 85 road segments to update the City’s Engineering and Traffic Surveys (See Attachment 2). There are seven (7) speed limits for new speed zones, the reestablishment of one (1) speed limit for an existing speed zone, the reducing of one (1) speed limit for an existing speed zone and seventy-six (76) surveys with no change recommended (See Attachment 3).

A copy of the complete set of speed surveys (Attachment 4) is available at City Hall for review.

The CVC requires that posted speed limits be consistent with the results of the ETS to be radar enforceable. City Engineer, Police, and the City Attorney are all in agreement that in Item Number 3C.

24 order for the City to be in compliance with State law for radar enforceable speed limits, speed limits must be established using the State requirements.

Environmental Analysis:

The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, and therefore is not subject to CEQA.

Fiscal Impact:

There is no fiscal impact, the cost of changing speed limit signage is included in the existing Traffic Signals, lighting and roadway markings operating budget.

ATTACHMENTS:

1. Ordinance

2. Summary 2023 Engineering Traffic Survey

3. Summary of Proposed Speed Limits

4. Engineering Speed Survey
25 1743284.1 9959-021 1
ORDINANCE NO. ________

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ROCKLIN
AMENDING CHAPTER 10.11 OF TITLE 10 OF THE ROCKLIN MUNICIPAL CODE REGARDING SPEED

LIMITS WITHIN THE CITY OF ROCKLIN
The City Council of the City of Rocklin does ordain as follows:

Section 1. Purpose. Title 10 – VEHICLES AND TRAFFIC of the Rocklin Municipal Code sets forth the City’s regulations applicable to vehicles and traffic. Chapter 10.11 - Speed Limits establishes speed limits within the City of Rocklin that are below prima facie limits set by state laws and to ensure such speed limits are enforceable.

Section 2. Authority. The City Council enacts this ordinance under the authority granted to cities by Article XI, Section 7 of the California Constitution and Government Code section 37100.

Section 3. Enactment. Chapter 10.11 shall be amended to provide Speed Limits under Title 10 as set forth below:

10.11 – SPEED LIMITS

10.11.010 – Findings.

A. Pursuant to Chapter 10.10 of the Rocklin Municipal Code, on November 14, 2023, the City Council of the City of Rocklin reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated herein by reference.

B. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:

1. 3rd Street:
a. Between Sunset Boulevard and Farron Street, 30 MPH.

2. 5th Street:
a. Between Midas Avenue and Third Street, 25 MPH.

3. Aguilar Road:
a. Between Rocklin Road and Greenbrae Drive, 25 MPH.

4. Americana Way:
a. Between Pacific Street and Delmar Avenue, 25 MPH.
26 1743284.1 9959-021 2

5. Argonaut Avenue:
a. Between Whitney Boulevard and Midas Avenue, 30 MPH,
b. Between Midas Avenue and End, 30 MPH.

6. Atherton Road:
a. Between Sunset Boulevard and Lonetree Boulevard,
25 MPH.

7. Blue Oaks Boulevard:
a. Between Roseville Limit and Sunset Boulevard, 45 MPH.

8. Bridlewood Drive:
a. Between Wildcat Boulevard and Whitney Ranch Parkway, 35 MPH.

9. Casa Grande Avenue:
a. Between Fairway Drive and Lincoln Avenue, 25 MPH.

10. China Garden Road:
a. Between Aguilar Road and End, 45 MPH.

11. Clover Valley Road:
a. Between Midas Avenue and Rawhide Road, 30 MPH.

12. Crest Drive:
a. Between Stanford Ranch Road and Park Drive, 35 MPH.

13. Delmar Avenue:
a. Between Pacific Street and town of Loomis border, 35 MPH.

14. Dominguez Road:
a. Between Pacific Street and Granite Drive, 35 MPH.

15. East Midas Avenue:
a. Between Pacific Street and Grove Street, 25 MPH.

16. El Don Drive:
a. Between Rocklin Road and Sierra College Boulevard,
25 MPH.

17. Fairway Drive:
a. Between Sunset Boulevard and Stanford Ranch Road,
35 MPH.
27 1743284.1 9959-021 3

18. Farrier Road:
a. Between Park Drive and Darby Road, 35 MPH.

19. Farron Street:
a. Between Pacific Street and 3rd Street, 30 MPH.

20. Five Star Boulevard:
a. Between Stanford Ranch Road and End, 30 MPH.

21. Granite Drive:
a. Between Rocklin Road and Sierra Meadows Drive, 30 MPH, b. Between Sierra Meadows Drive and Dominguez Road,
40 MPH,
c. Between Dominguez Road and Sierra College Boulevard, 40 MPH.

22. Grove Street:
a. Between Pacific Street and Rocklin Road, 25 MPH.

23. Lonetree Boulevard:
a. Between Blue Oaks Boulevard and West Oaks Boulevard, 40 MPH,
b. Between West Oaks Boulevard and Sunset Boulevard,
45 MPH.

24. Midas Avenue:
a. Between Pacific Street and Argonaut Avenue, 30 MPH,
b. Between Argonaut Avenue and Whitney Boulevard,
30 MPH,
c. Between Whitney Boulevard and End, 30 MPH.

25. Nightwatch Drive:
a. Between Sierra College Boulevard and Echo Ridge Road, 25 MPH.

26. Old Ranch House Road:
a. Between Whitney Ranch Parkway and Creek Hollow Drive, 30 MPH.

27. Pacific Street:
a. Between Roseville city limit and Sunset Boulevard,
45 MPH,
b. Between Sunset Boulevard and Americana Way, 40 MPH,
c. Between Americana Way and town of Loomis border, 40
MPH.
28 1743284.1 9959-021 4

28. Painted Pony Lane:
a. Between Whitney Ranch Parkway and West Oaks
Boulevard, 35 MPH.

29. Park Drive:
a. Between Roseville city limit and Sunset Boulevard,
45 MPH,
b. Between Sunset Boulevard and Stanford Ranch Road,
45 MPH,
c. Between Stanford Ranch Road and Crest Drive, 45 MPH, d. Between Crest Drive and the intersection of Whitney
Ranch Parkway and Whitney Oaks Drive, 45 MPH.

30. Ranch View Drive:
a. Between Spring Creek Drive and Wildcat Boulevard,
35 MPH.

31. Rawhide Road:
a. Between Midas Avenue and End, 30 MPH.

32. Rocklin Road:
a. Between 5th Street and Pacific Street, 30 MPH,
b. Between Pacific Street and Granite Drive, 35 MPH,
c. Between Granite Drive and El Don Drive, 40 MPH,
d. Between El Don Drive and town of Loomis border, 40
MPH.

33. Scarborough Drive:
a. Between Sierra College Boulevard and Roseville city limit, 35 MPH.

34. Schriber Way:
a. Between Sierra College Boulevard and Lakepointe Drive, 30 MPH.

35. Sierra College Boulevard:
a. Between Placer County limit and town of Loomis border, 55 MPH,
b. Between Granite Drive and Bass Pro Drive/Dominguez
Road, 40 MPH,
c. Between Bass Pro Drive/Dominguez Road and Rocklin
Road, 50 MPH,
d. Between Rocklin Road and Roseville city limit, 50 MPH. 29 1743284.1 9959-021 5

36. Sierra Meadows Drive:
a. Between Granite Drive and Pacific Street, 35 MPH.

37. South Grove Street:
a. Between Rocklin Road and Kannasto Street, 25 MPH.

38. South Whitney Boulevard:
a. Between Sunset Boulevard and Five Star Boulevard,
30 MPH.

39. Spring Creek Drive:
a. Between Whitney Ranch Parkway and Ranch View Drive,
35 MPH.

40. Springview Drive:
a. Between Sunset Boulevard and Springview Meadows
Drive, 35 MPH,
b. Between Springview Meadows Drive and South Whitney
Boulevard, 30 MPH.

41. Stanford Ranch Road:
a. Between Roseville city limit to Park Drive, 40 MPH,
b. Between Park Drive and West Oaks Boulevard, 45 MPH.

42. Sunset Boulevard:
a. Between Highway 65 and Blue Oaks Boulevard, 45 MPH,
b. Between Blue Oaks Boulevard and Park Drive, 45 MPH,
c. Between Park Drive and Stanford Ranch Road, 45 MPH,
d. Between Stanford Ranch Road and Whitney Boulevard,
40 MPH,
e. Between Whitney Boulevard and Pacific Street, 40 MPH, f. Between Pacific Street and Woodside Drive, 30 MPH.

43. Topaz Avenue:
a. Between Sunset Boulevard and Whitney Boulevard,
25 MPH.

44. University Avenue:
a. Between Sunset Boulevard and Whitney Ranch Parkway,
40 MPH,
b. Between Whitney Ranch Parkway and Ranch View Drive,
35 MPH.
30 1743284.1 9959-021 6

45. West Oaks Boulevard:
a. Between Lonetree Boulevard and Sunset Boulevard,
45 MPH,
b. Between Sunset Boulevard and West Stanford Ranch
Road, 45 MPH,
c. Between West Stanford Ranch Road and Hunter Drive,
40 MPH,
d. Between Hunter Drive and Painted Pony Lane, 35 MPH.

46. West Ranch View Drive:
a. Between Wildcat Boulevard and End, 35 MPH.

47. West Stanford Ranch Road:
a. Between Sunset Boulevard and West Oaks Boulevard,
45 MPH.

48. Whitney Boulevard:
a. Between Sunset Boulevard and Midas Avenue, 35 MPH.
b. Between Midas Avenue and Sunset Boulevard, 35 MPH.

49. Whitney Oaks Drive:
a. Between Park Drive and Whitney Ranch Parkway, 35 MPH.

50. Whitney Ranch Parkway:
a. Between Highway 65 and Wildcat Boulevard, 45 MPH,
b. Between Wildcat Boulevard and Painted Pony Lane/Old
Ranch House Road, 45 MPH.
c. Between Painted Pony Lane and Ranch View Drive, 35
MPH.
d. Between Ranch View Drive and Whitney Oaks Drive, 35
MPH

51. Wildcat Boulevard:
a. Between West Stanford Ranch Road and Lincoln city limit, 45 MPH.

52. Woodside Drive:
a. Between Pacific Street and Lost Avenue, 30 MPH.

53. Wyckford Boulevard:
a. Between Park Drive and Stratton Court, 35 MPH.

Section 6. Severability. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining 31 1743284.1 9959-021 7
portions of the ordinance. The City Council hereby declares that it would have adopted the ordinance and each section, subsection, sentence, clause, phrase or portion thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases or portions to be declared invalid or unconstitutional.

Section 7. Environmental Analysis. The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment (CEQA Guidelines 15061 (b)(3)). The Speed Limit Ordinance does not include the potential for a significant environmental effect, and therefore is not subject to CEQA.

Section 8. Effective Date. This ordinance shall take effect thirty (30) days after the day of its adoption.

Section 9. Publication. Within fifteen (15) days of passage of this ordinance, the City Clerk shall cause the full text of the ordinance, with the names of those City Councilmembers voting for and against the ordinance, to be published in the Placer Herald. In lieu of publishing the full text of the ordinance, the City Clerk, if so directed by the City Attorney and within fifteen (15) days, shall cause a summary of the ordinance, prepared by the City Attorney and with the names of the City Councilmembers voting for and against the ordinance, to be published in the Placer Herald , and shall post in the office of the City Clerk a certified copy of the City Councilmembers voting for and against the ordinance. The publication of a summary of the ordinance in lieu of the full text of the ordinance is authorized only where the requirements of Government Code section 36933(C)(1) are met.

INTRODUCED at a regular meeting of the City Council of the City of Rocklin held on November 14, 2023, by the following vote:

AYES: Councilmembers: Bass, Broadway, Gayaldo, Janda, Halldin NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:

PASSED and ADOPTED at a regular meeting of the City Council of the Cit of Rocklin held on December 12, 2023, by the following vote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:
32 1743284.1 9959-021 8
, Mayor
ATTEST:

Haley Reid, Acting City Clerk
First Reading: 11/14/2023
Second Reading:

Effective Date:
33 STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH

EXISTING

SPEED LIMIT

RECCOMENDED

SPEED LIMIT

DATE OF
SURVEY

EXPIRATION
3RD ST SUNSET BLVD FARRON ST 4,834 07/05/18 36 27 - 36 30 30 11/23/25 5TH ST MIDAS AVE THIRD ST 2,346 05/15/18 32 25 - 34 25 25 11/23/25 AGUILAR ROCKLIN RD GREENBRAE 2,993 07/02/18 32 23 - 32 25 25 11/23/25 AMERICANA WAY PACIFIC STREET DELMAR AVENUE 653 07/13/18 31 22 -31 25 25 11/23/25 ARGONAUT AVE MIDAS AVE END 2,438 06/25/18 37 28 - 37 30 30 11/23/25 ARGONAUT AVE WHITNEY BLVD MIDAS AVE 5,726 05/03/18 37 28 - 37 30 30 11/23/25 ATHERTON SUNSET BLVD LONETREE BLVD 1,779 06/27/18 32 23 - 32 25 25 11/23/25 BLUE OAKS BLVD SUNSET BLVD ROSEVILLE BORDER 35,981 04/18/18 48 39 - 48 45 45 11/23/25 BRIDLEWOOD DR WILDCAT BLVD WHITNEY RANCH PKWY 2,347 04/26/18 39 29 - 38 35 35 11/23/25 CASA GRANDE AVE FAIRWAY DR LINCOLN AVE 617 06/27/18 31 22 - 31 25 25 11/23/25 CHINA GARDEN RD AGUILAR RD END 1,170 05/30/18 49 38 - 47 45 45 11/23/25 CLOVER VALLEY RD MIDAS AVE RAWHIDE RD 1,257 04/24/18 37 27 - 36 30 30 11/23/25 CREST DR STANFORD RANCH RD PARK DR 11,790 06/05/18 41 32 - 41 35 35 11/23/25 DELMAR AVE PACIFIC ST LOOMIS BORDER 3,953 04/30/18 41 32 - 41 35 35 11/23/25 DOMINGUEZ RD PACIFIC ST GRANITE DR 3,252 04/23/18 40 32 - 41 35 35 11/23/25 EAST MIDAS AVE PACIFIC ST GROVE ST 2,109 10/27/22 28 20 - 29 25 25 12/14/30 EL DON DR ROCKLIN RD SIERRA COLLEGE BLVD 1,220 04/17/18 32 24 - 33 25 25 11/23/25 FAIRWAY DR SUNSET BLVD STANFORD RANCH RD 9,298 04/23/18 40 33 - 42 35 35 11/23/25 FARRIER RD PARK DR DARBY RD 3,639 04/25/18 40 30 - 39 35 35 11/23/25 FARRON ST PACIFIC ST THIRD ST 1,793 06/05/18 35 26 - 35 30 30 11/23/25 FIVE STAR BLVD STANFORD RANCH RD END 11,637 04/23/18 37 29 - 38 30 30 11/23/25 GRANITE ROCKLIN RD SIERRA MEADOWS DR 10,717 06/19/18 36 28 - 37 30 30 11/23/25 GRANITE SIERRA MEADOWS DR DOMINGUEZ 17,553 06/20/18 45 34 - 43 40 40 11/23/25 GRANITE DOMINGUEZ SIERRA COLLEGE BLVD 9,112 01/17/18 45 36 - 45 40 40 11/23/25 GROVE ST PACIFIC ST ROCKLIN RD 1,951 11/15/22 30 22 - 31 25 25 12/14/30 LONETREE BLVD 1 BLUE OAKS BLVD W OAKS BLVD 27,208 06/06/18 43 33 - 42 40 40 11/23/25 LONETREE BLVD 2 W OAKS BLVD SUNSET BLVD 11,542 06/07/18 47 34 - 43 45 45 11/23/25 MIDAS AVE PACIFIC ST ARGONAUT AVE 10,279 05/03/18 35 27 - 36 30 30 11/23/25 MIDAS AVE ARGONAUT AVE WHITNEY BLVD 4,143 05/03/18 35 28 - 37 30 30 11/23/25 MIDAS AVE WHITNEY BLVD END 1,440 05/03/18 37 30 - 39 30 30 11/23/25 NIGHTWATCH DR SIERRA COLLEGE BLVD ECHO RIDGE RD 2,455 07/12/18 30 21 - 30 25 25 11/23/25 OLD RANCH HOUSE RD WHITNEY RANCH PKWY CREEK HOLLOW DR 1,737 11/28/22 35 27 - 36 35 30 12/14/30 PACIFIC ST ROSEVILLE BORDER SUNSET BLVD 26,851 06/21/18 52 43 - 52 45 45 11/23/25 PACIFIC ST SUNSET BLVD AMERICANA WAY 24,444 06/07/18 44 36 - 45 40 40 11/23/25 PACIFIC ST AMERICANA WAY LOOMIS BORDER 12,506 06/26/18 45 37 - 46 40 40 11/23/25 PAINTED PONY LN WHITNEY RANCH PKWY WEST OAKS 2,601 10/26/22 38 28 - 37 35 35 12/14/30 PARK DR ROSEVILLE BORDER SUNSET BLVD 17,229 04/24/18 51 41 - 50 45 45 11/23/25 PARK DR SUNSET BLVD STANFORD RANCH RD 15,814 05/01/18 50 41 - 50 45 45 11/23/25 PARK DR STANFORD RANCH RD CREST DR 14,513 05/01/18 49 40 - 49 45 45 11/23/25 PARK DR CREST DR WHITNEY RANCH PKWY/WHITNEY OAKS DR 4,561 05/17/18 52 41 - 50 45 45 11/23/25 RANCH VIEW DR WILDCAT BLVD SPRING CREEK DR 9,478 07/03/18 40 31 - 40 35 35 11/23/25 RAWHIDE RD MIDAS AVE END 1,234 06/27/18 37 28 - 37 30 30 11/23/25 ROCKLIN RD 5TH PACIFIC ST 3,435 06/21/18 35 24 - 33 25 30 11/23/25 ROCKLIN RD PACIFIC ST GRANITE DR 16,886 06/12/18 39 31 - 40 35 35 11/23/25 ROCKLIN RD GRANITE DR EL DON DR 28,532 06/21/18 46 37 - 46 40 40 11/23/25 ROCKLIN RD EL DON DR LOOMIS BORDER 11,616 05/22/18 46 36 - 45 40 40 11/23/25 SCARBOROUGH DR SIERRA COLLEGE BLVD ROSEVILLE BORDER 1,909 04/24/18 43 35 - 44 35 35 11/23/25 SCHRIBER WAY SIERRA COLLEGE BLVD LAKEPOINTE 3,622 06/26/18 37 29 - 38 30 30 11/23/25 Green .= Speed Limit Established
Yellow .= Speed Limit Re-Established
Red .= Speed Limit Reduced
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
34 STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH

EXISTING

SPEED LIMIT

RECCOMENDED

SPEED LIMIT

DATE OF
SURVEY

EXPIRATION
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
SIERRA COLLEGE BLVD LOOMIS PLACER COUNTY 11,798 06/13/18 64 54 - 63 55 55 11/23/25 SIERRA COLLEGE BLVD GRANITE DR BASS PRO/DOMINGUEZ 11,789 06/21/18 47 36 - 45 40 40 11/23/25 SIERRA COLLEGE BLVD BASS PRO/DOMINGUEZ ROCKLIN RD 22,603 06/13/18 54 46 - 55 50 50 11/23/25 SIERRA COLLEGE BLVD ROCKLIN RD ROSEVILLE BORDER 21,845 06/21/18 56 45 - 54 50 50 11/23/25 SIERRA MEADOWS DR PACIFIC ST GRANITE DR 6,506 04/30/18 38 30 - 39 35 35 11/23/25 SOUTH GROVE ST ROCKLIN RD KANNASTO ST 1,723 11/21/22 30 22 - 31 25 25 12/14/30 SOUTH WHITNEY BLVD SUNSET BLVD FIVE STAR BLVD 5,488 04/20/18 36 27 - 36 30 30 11/23/25 SPRING CREEK DR WHITNEY RANCH PKWY RANCH VIEW DR 5,481 04/26/18 41 33 - 42 35 35 11/23/25 SPRINGVIEW DR SPRINGVIEW MEADOWS SUNSET BLVD 5,857 06/05/18 40 31 - 40 35 35 11/23/25 SPRINGVIEW DR S WHITNEY BLVD SPRINGVIEW MEADOWS 3,868 06/05/18 34 26 - 35 30 30 11/23/25 STANFORD RANCH RD ROSEVILLE BORDER PARK DR 17,414 05/15/18 47 39 - 48 40 40 11/23/25 STANFORD RANCH RD PARK DR W OAKS BLVD 15,228 05/02/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD HWY 65 BLUE OAKS BLVD 23,176 06/25/18 47 40 - 49 45 45 11/23/25 SUNSET BLVD BLUE OAKS BLVD PARK DR 23,176 04/18/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD PARK DR STANFORD RANCH RD 21,100 04/17/18 52 42 - 51 45 45 11/23/25 SUNSET BLVD STANFORD RANCH RD WHITNEY BLVD 20,080 05/23/18 44 34 - 43 40 40 11/23/25 SUNSET BLVD WHITNEY BLVD PACIFIC ST 33,166 04/11/18 47 38 - 47 40 40 11/23/25 SUNSET BLVD PACIFIC ST WOODSIDE DR 2,917 04/11/18 37 27 - 36 30 30 11/23/25 TOPAZ AVE SUNSET BLVD WHITNEY 2,625 06/20/18 32 25 - 34 25 25 11/23/25 UNIVERSITY AVE SUNSET BLVD WHITNEY RANCH PKWY 1,242 11/17/22 44 35 - 44 40 40 12/14/30 UNIVERSITY AVE WHITNEY RANCH PKWY W RANCH VIEW DR 3,286 11/17/22 42 33 - 42 35 35 12/14/30 W OAKS BLVD LONETREE BLVD SUNSET BLVD 3,678 05/01/18 48 36 - 45 45 45 11/23/25 W OAKS BLVD SUNSET BLVD W STANFORD RANCH RD 6,951 05/01/18 52 43 - 52 45 45 11/23/25 W OAKS BLVD STANFORD RANCH RD HUNTER 3,649 05/18/18 44 37 - 46 40 40 11/23/25 W OAKS BLVD HUNTER PAINTED PONY LANE 3,649 06/28/18 42 31 - 40 35 35 11/23/25 W RANCH VIEW DR WILDCAT BLVD END 2,247 08/14/18 41 33 - 42 25 35 11/23/25 W STANFORD RANCH RD SUNSET BLVD W OAKS BLVD 16,692 04/26/18 49 41 - 50 45 45 11/23/25 WHITNEY BLVD CREST DR MIDAS AVE 11,106 05/02/18 36 29 - 38 35 35 11/23/25 WHITNEY BLVD MIDAS AVE SUNSET BLVD 9,247 05/02/18 41 32 - 41 35 35 11/23/25 WHITNEY OAKS DR WHITNEY RANCH PKWY PARK DR 1,467 04/30/18 41 33 - 42 35 35 11/23/25 WHITNEY RANCH PKWY HWY 65 WILDCAT BLVD 3,232 05/02/18 48 38 - 47 40 45 11/23/25 WHITNEY RANCH PKWY WILDCAT BLVD PAINTED PONY LANE 3,232 05/01/18 52 43 - 52 40 45 11/23/25 WHITNEY RANCH PKWY PAINTED PONY LANE RANCH VIEW DR 2,192 10/28/22 41 31 - 40 35 35 12/14/30 WHITNEY RANCH PKWY RANCH VIEW DR WHITNEY OAKS DR 1,453 10/28/22 41 32 - 41 35 35 12/14/30 WILDCAT BLVD W STANFORD RANCH RD LINCOLN BORDER 10,206 04/26/18 47 38 - 47 45 45 11/23/25 WOODSIDE DR PACIFIC ST LOST AVE 1,669 04/20/18 35 27 - 36 30 30 11/23/25 WYCKFORD BLVD PARK DR STRATTON CT 5,626 04/30/18 40 29 - 38 35 35 11/23/25 Green
Yellow
Red
.= Speed Limit Established
.= Speed Limit Reduced
.= Speed Limit Re-Established
35 SUMMARY OF ENGINEERING AND TRAFFIC SURVEYS AND PROPOSED SPEED LIMITS:

A. Establishing Speed Limits for New Speed Zones
B. Re-Establishing Speed Limits for Existing Speed Zones C. Reducing Speed Limits for Existing Speed Zones
DISCUSSION ON PROPOSED SPEED LIMITS:

A. Establishing Speed Limits for New Speed Zones

1. East Midas Avenue (Pacific Street to Grove Street)
Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 28 mph, the speed limit on this speed zone shall be established at 25 mph.

2. Grove Street (Pacific Street to Rocklin Road)
Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 30 mph, the speed limit on this speed zone shall be established at 25 mph.

3. South Grove Street (Rocklin Road to Kannasto Street) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 30 mph, the speed limit on this speed zone shall be established at 25 mph.

4. University Avenue (Sunset Boulevard to Whitney Ranch Parkway) No
Engineering
& Traffic
Survey
Book Page #
Surveyed Street Limit 1 Limit 2
Posted
Speed
Limit
(mph)
85%
Speed
(mph)
Proposed
Speed
Limit
(mph)
1 46 East Midas Avenue Pacific Street Grove Street 25 28 25 2 73 Grove Street Pacific Street Rocklin Road 25 30 25
3 160 South Grove Street Rocklin Road Kannasto Street 25 30 25 4 202 University Avenue Sunset Boulevard Whitney Ranch Parkway 40 44 40 5 205 University Avenue Whitney Ranch Parkway Ranch View Drive 35 42 35 6 241 Whitney Ranch Parkway Painted Pony Lane Ranch View Drive 35 41 35 7 244 Whitney Ranch Parkway Ranch View Drive Whiney Oaks Drive 35 41 35 No
Engineering
& Traffic
Survey
Book Page #
Surveyed Street Limit 1 Limit 2
Posted
Speed
Limit
(mph)
85%
Speed
(mph)
Proposed
Speed
Limit
(mph)
1 106 Painted Pony Lane Whitney Ranch Parkway West Oaks Boulevard 35 38 35 No
Engineering
& Traffic
Survey
Book Page #
Surveyed Street Limit 1 Limit 2
Posted
Speed
Limit
(mph)
85%
Speed
(mph)
Proposed
Speed
Limit
(mph)
1 94 Old Ranch House Road Whitney Ranch Parkway Creek Hollow Drive 35 35 30 36 Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 44 mph, the speed limit on this speed zone shall be established at 40 mph.

5. University Avenue (Whitney Ranch Parkway to Ranch View Drive) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 42 mph, the speed limit on this speed zone shall be established at 35 mph.

6. Whitney Ranch Parkway (Painted Pony Lane to Ranch View Drive) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 41 mph, the speed limit on this speed zone shall be established at 35 mph.

7. Whitney Ranch Parkway (Ranch View Drive to Whitney Oaks Drive) Since the 85th percentile speed based on an Engineering and Traffic Survey (E&TS) is 41 mph, the speed limit on this speed zone shall be established at 35 mph.

B. Re-Establishing Speed Limits for Existing Speed Zones

1. Painted Pony Lane (Whitney Ranch Parkway to West Oaks Boulevard) This speed zone has a posted speed limit of 30 mph. Since the 85th percentile speed, as indicated by an E&TS is 38 mph, the posted speed limit for this speed zone shall be re- established at 35 mph.

C. Reducing Speed Limits for Existing Speed Zones

1. Old Ranch House Road (Whitney Ranch Parkway to Creek Hollow Drive) This speed zone has a posted speed limit of 35 mph. Since the 85th percentile speed, as indicated by an E&TS is 35 mph, the speed limit on this speed zone shall be reduced to 30 mph.
37 t ... -....

ROCKLIN CALIFO�NIA

ENGINEERING DIVISION
Engineering and
Speed Survey
Dep1lrtment of Public Services
City of Rocklin
State of California
38 STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH

EXISTING

SPEED LIMIT

RECCOMENDED

SPEED LIMIT

DATE OF
SURVEY

EXPIRATION
3RD ST SUNSET BLVD FARRON ST 4,834 07/05/18 36 27 - 36 30 30 11/23/25 5TH ST MIDAS AVE THIRD ST 2,346 05/15/18 32 25 - 34 25 25 11/23/25 AGUILAR ROCKLIN RD GREENBRAE 2,993 07/02/18 32 23 - 32 25 25 11/23/25 AMERICANA WAY PACIFIC STREET DELMAR AVENUE 653 07/13/18 31 22 -31 25 25 11/23/25 ARGONAUT AVE MIDAS AVE END 2,438 06/25/18 37 28 - 37 30 30 11/23/25 ARGONAUT AVE WHITNEY BLVD MIDAS AVE 5,726 05/03/18 37 28 - 37 30 30 11/23/25 ATHERTON SUNSET BLVD LONETREE BLVD 1,779 06/27/18 32 23 - 32 25 25 11/23/25 BLUE OAKS BLVD SUNSET BLVD ROSEVILLE BORDER 35,981 04/18/18 48 39 - 48 45 45 11/23/25 BRIDLEWOOD DR WILDCAT BLVD WHITNEY RANCH PKWY 2,347 04/26/18 39 29 - 38 35 35 11/23/25 CASA GRANDE AVE FAIRWAY DR LINCOLN AVE 617 06/27/18 31 22 - 31 25 25 11/23/25 CHINA GARDEN RD AGUILAR RD END 1,170 05/30/18 49 38 - 47 45 45 11/23/25 CLOVER VALLEY RD MIDAS AVE RAWHIDE RD 1,257 04/24/18 37 27 - 36 30 30 11/23/25 CREST DR STANFORD RANCH RD PARK DR 11,790 06/05/18 41 32 - 41 35 35 11/23/25 DELMAR AVE PACIFIC ST LOOMIS BORDER 3,953 04/30/18 41 32 - 41 35 35 11/23/25 DOMINGUEZ RD PACIFIC ST GRANITE DR 3,252 04/23/18 40 32 - 41 35 35 11/23/25 EAST MIDAS AVE PACIFIC ST GROVE ST 2,109 10/27/22 28 20 - 29 25 25 12/14/30 EL DON DR ROCKLIN RD SIERRA COLLEGE BLVD 1,220 04/17/18 32 24 - 33 25 25 11/23/25 FAIRWAY DR SUNSET BLVD STANFORD RANCH RD 9,298 04/23/18 40 33 - 42 35 35 11/23/25 FARRIER RD PARK DR DARBY RD 3,639 04/25/18 40 30 - 39 35 35 11/23/25 FARRON ST PACIFIC ST THIRD ST 1,793 06/05/18 35 26 - 35 30 30 11/23/25 FIVE STAR BLVD STANFORD RANCH RD END 11,637 04/23/18 37 29 - 38 30 30 11/23/25 GRANITE ROCKLIN RD SIERRA MEADOWS DR 10,717 06/19/18 36 28 - 37 30 30 11/23/25 GRANITE SIERRA MEADOWS DR DOMINGUEZ 17,553 06/20/18 45 34 - 43 40 40 11/23/25 GRANITE DOMINGUEZ SIERRA COLLEGE BLVD 9,112 01/17/18 45 36 - 45 40 40 11/23/25 GROVE ST PACIFIC ST ROCKLIN RD 1,951 11/15/22 30 22 - 31 25 25 12/14/30 LONETREE BLVD 1 BLUE OAKS BLVD W OAKS BLVD 27,208 06/06/18 43 33 - 42 40 40 11/23/25 LONETREE BLVD 2 W OAKS BLVD SUNSET BLVD 11,542 06/07/18 47 34 - 43 45 45 11/23/25 MIDAS AVE PACIFIC ST ARGONAUT AVE 10,279 05/03/18 35 27 - 36 30 30 11/23/25 MIDAS AVE ARGONAUT AVE WHITNEY BLVD 4,143 05/03/18 35 28 - 37 30 30 11/23/25 MIDAS AVE WHITNEY BLVD END 1,440 05/03/18 37 30 - 39 30 30 11/23/25 NIGHTWATCH DR SIERRA COLLEGE BLVD ECHO RIDGE RD 2,455 07/12/18 30 21 - 30 25 25 11/23/25 OLD RANCH HOUSE RD WHITNEY RANCH PKWY CREEK HOLLOW DR 1,737 11/28/22 35 27 - 36 35 30 12/14/30 PACIFIC ST ROSEVILLE BORDER SUNSET BLVD 26,851 06/21/18 52 43 - 52 45 45 11/23/25 PACIFIC ST SUNSET BLVD AMERICANA WAY 24,444 06/07/18 44 36 - 45 40 40 11/23/25 PACIFIC ST AMERICANA WAY LOOMIS BORDER 12,506 06/26/18 45 37 - 46 40 40 11/23/25 PAINTED PONY LN WHITNEY RANCH PKWY WEST OAKS 2,601 10/26/22 38 28 - 37 35 35 12/14/30 PARK DR ROSEVILLE BORDER SUNSET BLVD 17,229 04/24/18 51 41 - 50 45 45 11/23/25 PARK DR SUNSET BLVD STANFORD RANCH RD 15,814 05/01/18 50 41 - 50 45 45 11/23/25 PARK DR STANFORD RANCH RD CREST DR 14,513 05/01/18 49 40 - 49 45 45 11/23/25 PARK DR CREST DR WHITNEY RANCH PKWY/WHITNEY OAKS DR 4,561 05/17/18 52 41 - 50 45 45 11/23/25 RANCH VIEW DR WILDCAT BLVD SPRING CREEK DR 9,478 07/03/18 40 31 - 40 35 35 11/23/25 RAWHIDE RD MIDAS AVE END 1,234 06/27/18 37 28 - 37 30 30 11/23/25 ROCKLIN RD 5TH PACIFIC ST 3,435 06/21/18 35 24 - 33 25 30 11/23/25 ROCKLIN RD PACIFIC ST GRANITE DR 16,886 06/12/18 39 31 - 40 35 35 11/23/25 ROCKLIN RD GRANITE DR EL DON DR 28,532 06/21/18 46 37 - 46 40 40 11/23/25 ROCKLIN RD EL DON DR LOOMIS BORDER 11,616 05/22/18 46 36 - 45 40 40 11/23/25 SCARBOROUGH DR SIERRA COLLEGE BLVD ROSEVILLE BORDER 1,909 04/24/18 43 35 - 44 35 35 11/23/25 SCHRIBER WAY SIERRA COLLEGE BLVD LAKEPOINTE 3,622 06/26/18 37 29 - 38 30 30 11/23/25 Green .= Speed Limit Established
Yellow .= Speed Limit Re-Established
Red .= Speed Limit Reduced
SUMMARY OF 2023 ENGINEERING AND TRAFFIC SURVEY
39 STREET NAME LIMIT 1 LIMIT 2 ADT DATE OF
SURVEY 85th% MPH PACE SPEED
MPH

EXISTING

SPEED LIMIT

RECCOMENDED

SPEED LIMIT

DATE OF
SURVEY

SCRIPTION/LOCATION
Thi
s section of 3rd Street is a residential collector roadway. It is part of the safe routes to schools program and is used by children walking to Springview Middle School, and to Johnson-Springview Park, which is a large community park. There are frequent events at the park which greatly increase pedestrian, bicycle, and motor vehicle volumes . There is high density residential near Sunset Boulevard which generate s a moderate amount pedestrian volume that utilizes 3rd Street.

LLISIONS
A t
otal of five accidents have been recorded between 201 5 and 2017. Two of those accidents were reported in 2015, two were in 2016, and one was in 2017.

SURVE

Y RESULTS/RECOMMENDATION
The 85th percentile speed on 3 rd St. between Sunset Blvd. and Farron St. is 36 MPH. It is recommended that the speed limit rema ins 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
1 41
Road Name:
3rd St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Farron St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Non-retrroreflective yellow markers
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
4834
36 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
2 2 1
Sunset Blvd
Parkside Dr
W
illard W
y
5th St
Farron St
3rd St
!"$
1238
RES

COM RES PARK
PARK
PARK
RES
RES
RES
2 42

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 0
41 0
40 1 1
39 1 1
38 1 1 1 3
37 1 1 1 3
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 6
34 1 1 1 3
33 1 1 1 1 1 1 1 1 1 1 10
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 1 1 1 1 1 1 1 1 1 13
30 1 1 1 1 4
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 1 7
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 5
25 1 1 1 3
24 1 1
23 1 1 2
22 1 1 1 3
21 1 1 1 3
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, no recovery area,
47 feet wide,
nonretroreflective yellow
markers median
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 2 1
PDO 2 1 0
INJURY 0 0 2

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 31 MPH
Pace: 27 - 36 MPH
85th %: 36 MPH
Posted: 30 MPH
Thursday Time:
9:06am - 9:57am
Nick/Ali

SPEED DATA
Pole 226
Segment: Sunset - Farron
Weather: Sunny Observer:

Street: 3rd street Location:

Length: 0.28 Miles Direction: both
Date:
07/05/2018
Day:
30 9/26/18
1106 11/23/18
3 43
5TH STREET
Midas Avenue to Third Street
D

ESCRIPTION/LOCATION
5t
h Street is a residential collector that indirectly connects Sunset Boulevard and Midas Avenue. It serves the existing residential areas, a major community park, community center and a junior high school. Because of the geographic location of the park and school, many students walk to and from these locations. There is driveway access to many residential homes on both sides of the roadway. Fifth Street also contains Parking lanes and a class II bikeway.

OLLISIONS
A
ccident records show that there were five collisions on Fifth St. from 2015 to 2017.

Three were in 2015, one in 2016, and another in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile speed on Fifth St. is 32 MPH. It is recommended that the speed limit remain at 25 MPH. The 5 MPH reduction below the 85 th percentile is supported by this roadway’s residential density as well as its high pedestrian volume near Johnson - Springview Park and Springview Middle School.
4 44
Road Name:
5th St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Midas Ave. to 3rd St.
q
School
Residence
Business
Park
Open Space
Bikeway1
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
2346
32 Class II bikeway on both sides of road.

High pedestrian volume due to park and middle school.
25 - 34
25 2015 2016 2017
3 1
C St
B St
Rocklin Rd
Nevada St
Parkview Ln
Willowglen Wy
Midas Ave
3rd St!"$
!"$ !"$

RES RES RES RES
RES

RESPARK PARK
X
5th St
1237
X
RES
RES

SCHOOLPARK

JOHNSON-SPRINGVIEW

COMMUNITY PARK
RES
1237
Farron St
5th St
!"$
5 45
SPEED SURVEY Survey No.

Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1
38 0
37 1 1 2
36 1 1
35 1 1
34 1 1
33 1 1 1 1 1 1 6
32 1 1 1 3
31 1 1 1 1 1 5
30 1 1 1 1 1 1 6
29 1 1 1 1 1 1 1 1 1 1 10
28 1 1 1 1 1 1 6
27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
26 1 1 1 1 1 1 1 1 1 1 1 1 1 13
25 1 1 1 1 1 1 1 1 1 1 1 1 1 13
24 1 1 1 1 1 5
23 1 1 2
22 1 1 1 1 1 5
21 1 1 1 1 4
20 1 1
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
5th and Parkview / 5th and Rocklin
Segment: Midas - 3rd
Weather: Sunny Observer:

Street: 5th Street Location:

Length: 0.82 Miles Direction: both
Date:
05/15/2018
Day: Tuesday Time:
10:20AM - 12:30PM
Ali

SPEED DATA
85th %: 32 MPH
Posted: 25 MPH
Average: 28 MPH
Pace: 25 - 34 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 0 0
Resolution # Adopted:

ROADWAY CONDITIONS
Two lane road, bike lane on
both sides, loading and
unloading zone infront of
Springview Middle School
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
25 6
46 AGUILAR ROAD
Rocklin Road to Greenbrae Road

DESCRIPTION/LOCATION

Aguilar R oad is a residential collector that runs north-south from Rocklin R oad to Greenbrae R oad. Aguilar road connects a medium density residential area to Rocklin Road which is a minor arterial. Aguilar road is a narrow two lane road with no striping, curb or gutter.

It is bound by a sig nalized intersection at Rocklin Road , and ends with a stop sign at Greenbrae Road. There are three intersecting streets, two of which are being controlled by stop signs.

COLLISIONS

Accident records show t hat there were a total of three accidents from 2015 to 2017.

There were two accidents in 2015, one in 2016 and zero in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Aguilar Rd. is 32 MPH. It is recommended that the speed limit remain at 25 MPH. The 5 MPH reduction is supported by this roadway’s residential density, and geometry of the road.

7 47
Road Name:

Aguilar Rd
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Rocklin Rd. to Greenbrae Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
26'
2 No Center Median
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
2993
X
32 Class II bikeway on both sides of road.
26 - 35
25 2015 2016 2017
2 1 0
Aguilar Rd.

Rocklin Rd
GreenBrae Rd
RES
RESCOM
School
!"$ !"$1237
8 48

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 1 1
37 1 1 2
36 1 1
35 1 1 1 3
34 1 1 1 3
33 1 1 1 1 1 5
32 1 1 1 1 4
31 1 1 1 3
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 1 1 1 8
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 1 1 1 1 1 1 9
26 1 1 1 1 1 1 1 1 1 1 1 11
25 1 1 1 1 1 1 1 1 1 1 1 1 1 13
24 1 1 1 1 1 1 6
23 1 1 1 1 1 1 6
22 1 1 1 3
21 1 1 2
20 1 1 2
19 1 1 2
18 0
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
One travel lane is on each
side; each travel lane is 12.1'
wide. One bike lane is on each
side; each bike lane is 3.5'
wide. The distance from curb
to bike lane on each side is

6.3'.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 1 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 27 MPH
Pace: 23 - 32 MPH
85th %: 32 MPH
Posted: 25 MPH
Monday Time:
11:40am - 12:50pm
Ali/Nick

SPEED DATA
Arrowhead
Segment: Rocklin - Greenbrae
Weather: Sunny Observer:

Street: Aguilar Location:

Length: 0.5 Miles Direction: both
Date:
07/02/2018
Day:
9/26/18
1106 11/23/18
25 9
49 AMERICANA WAY
Pacific Street to Delmar Avenue

DESCRIPTION/LOCATION

Americana Way is a local, residential road which connects to Pacific Street “Minor Arterial” to Delmar Avenue “Minor Collector”. It is a 2 lane road with parking on both sides. There are no bike lanes and the street is lined with medium density residences with driveway access.

There is no recovery area on Americana Way and the street is bound by curb and gutter on both sides.

COLLISIONS

Accident records show that there were zero collisions on Americana Way from 2015 to 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Americana Way is 31 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

10 50
Road Name:

Americana Way
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Independence Pl. to Delmar Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
34'
2 No Center Median
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
653
X
31 Class II bikeway on both sides of road.
22 - 31
25 2015 2016 2017
0 0 0
Americana Way
Del Rio Ct Pacific St
Sierra Meadows Blvd
!"$1237
RES
RES
RES
Delmar Ave
11 51

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 1 1 2
40 0
39 0
38 1 1
37 0
36 0
35 1 1 2
34 1 1 1 3
33 1 1 1 3
32 1 1 1 1 1 5
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 5
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 1 1 1 1 1 1 1 1 1 1 13
26 1 1 1 1 1 1 1 1 1 1 1 11
25 1 1 1 1 1 1 1 1 1 1 1 1 12
24 1 1 1 1 1 1 1 7
23 1 1 1 3
22 1 1 1 1 1 1 1 7
21 1 1 1 3
20 1 1 1 3
19 1 1 2
18 1 1 2
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
111
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 lane road, parking on both
sides, no bike lane no recovery
area, no center median, 36 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 27 MPH
Pace: 22 - 31 MPH
85th %: 31 MPH
Posted: 25 MPH
Friday/Tues
day Time:
1:00pm-2:39pm /
9:34am - 10:18am
Ali/Nick/Long

SPEED DATA
4247 Americana way
Segment: Pacific St. - Delmar Ave.

Weather: Sunny Observer:

Street: Americana Way Location:

Length: 0.58 Miles Direction: both
Date:
07/13/2018 &
07/17/2018 Day:
9/26/18
1106 11/23/18
25 12
52 ARGONAUT AVENUE
Midas Avenue to End

DESCRIPTION/LOCATION
Argonaut Avenue is a two-lane, east-west major residential collector that terminates at Yankee Hill Road . Argonaut Avenue, east of Midas Avenue is 52 feet wide with bike lanes and 8 foot parking lanes . Argonaut Avenue is fronted with homes and varies in width, with many intersecting streets of medium residential density. This segment of roadway is a designated bikeway per the city's general plan.

There is no recovery area on Argonaut Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were seven collisions on Argonaut Ave. from Midas Ave. to End from 2015 to 2017. There were two accidents in 2015, two in 2016, and three in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Argonaut Ave. between Midas Ave. and End is 37 MPH. It is recommended that the speed limit remains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
13 53
Road Name:

Argonaut Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Midas Ave. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
2438
37 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
2 2 3
RES
RES
RES
RES
!"$
M
idas Ave
Piedra Ct
Rio Ct
La Paloma Way
M
ountain View
Dr
Hillside Dr
Adam Ct
David Ct
LemonhillDr End
!"$!"$
1238
Argonaut Ave
1238
123812381238
1238
RES
RES
RESRES
RES
RES
RES
RES
RES
14 54

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1
49 0
45 0
44 1 1
43 1 1 1 3
42 0
41 1 1
40 1 1
39 1 1 1 3
38 1 1 1 3
37 1 1 1 1 1 5
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
31 1 1 1 1 1 1 1 1 1 9
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
29 1 1 1 1 1 1 1 7
28 1 1 1 1 1 1 6
27 0
26 0
25 1 1
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
0 15 0
0 0
0 0
10 or lower 0
106
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
One travel lane is on each side;
each travel lane is 13.0' wide.

One bike lane is on each side;
each bike lane is 4.6' wide.

One parking lane is on each
side; each parking lane is 7.5'
wide.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 2 3
PDO 2 2 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2013 2014 2015
Average: 33 MPH
Pace: 28-37 MPH
85th %: 37 MPH
Posted: 30 MPH
Monday Time: 11:35-11:54 AM
Nick

SPEED DATA
3570 Argonaut Ave.

Segment: From Midas Ave to End
Weather: Sunny Observer:

Street: Argonaut Ave. Location:

Length: 0.93 Miles Direction: Both
Date: 06/25/2018 Day:
9/26/18
1106 11/23/18
30 15
55 ARGONAUT AVENUE
Whitney Boulevard to Midas Avenue

DESCRIPTION/LOCATION
This section of Argonaut Avenue is a two -lane, east-west major residential collector from Whitney Boulevard to Midas Avenue. Argonaut Avenue runs from Yankee Hill Road westerly to Whitney Boulevard and becomes Topaz Avenue west of Whitney Boulevard.

Argonaut Avenue is fronted with homes of medium residential density and varies in width. Parking is permitted on both sides of Argonaut Ave nue between Whitney Boulevard and Midas Ave nue. There is a painted fog line to delineate the roadway and available parking. This stretch of roadway is a designated bikeway per the city's general plan.

There is no recovery area on Argonaut Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were nine collisions on Arg onaut Ave. from 20 15 to 2017.Two accidents were in 2015, four in 2016, and three in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Argonaut Ave. between Whitney Blvd. and Midas Ave. is 37 MPH. It is recommended that the speed limit rem ains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

16 56
Road Name:

Argonaut Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Blvd. to Midas Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
5726
37 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
2 2 0
W
hitney Blvd
Northstar St
Union St
Kennedy Ct Midas Ave

PARK RES
RES

RES RES
RES
!"$
!"$
1238
Argonaut Ave
1238
RES
RES
RES
PARK
RES

RESRESRESRES
RES
17 57

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 1 1 2
40 1 1 2
39 1 1 1 1 4
38 1 1
37 1 1 1 1 1 5
36 1 1 1 1 1 1 1 1 1 9
35 1 1 1 1 1 1 1 1 1 1 1 1 12
34 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 10
31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
30 1 1 1 1 1 1 1 1 1 9
29 1 1 1 1 1 1 1 1 1 1 1 1 1 13
28 1 1 1 1 1 1 1 1 8
27 1 1 2
26 0
25 0
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
114
DATE
City Engineer
Kennedy Ct - Union Ct
Segment: Whitney - Midas
Weather: Sunny Observer:

Street: Argonaut Location:

Length: 0.66 Direction: both
Date:
05/03/2018
Day: Thursday Time:
9AM - 10AM
Ali

SPEED DATA
85th %: 37 MPH
Posted: 30 MPH
Average: 33 MPH
Pace: 28 - 37 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 2 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 2 0
Resolution # Adopted:

ROADWAY CONDITIONS
One lane in each direction
with no center divider. Street
parking on both sides,
sidewalks in both directions no
bike lanes.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 18
58 ATHERTON ROAD
Sunset Boulevard to Lonetree Boulevard

DESCRIPTION/LOCATION

Atherton Road. is a two lane road that is a collector for businesses of light industrial use.

It is curvilinear and runs from Sunset Boulevard to Lonetree Boulevard. Throughout both sides of the street t here is parking but no bike lanes. From Sunset B oulevard to Menlo Drive there is a raised lan dscape median and from Menlo Drive to Lonetree B oulevard.

There is no center median or lane marking.

There is no recovery area on Atherton Rd. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
There were a total of eight accidents from 2015 to 2017. There were three accidents in 2015, three in 2016, and two in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Atherton Rd. between Sunset Blvd. and Lonetree Blvd. is 32 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

19 59
Road Name:

Atherton Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Lonetree Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
42'
2 No Center Median
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237 X
X
X
X
1779
X
32 Class II bikeway on both sides of road.
23 - 32
25 2015 2016 2017
3 3 2
Atherton Rd
Sunset Blvd
Lonetree Blvd
Menlo Dr
COM
COM
COM
COM
COM
COM
!"$
!"$1237
1237
1237
20 60

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1
38 1 1 2
37 0
36 1 1 2
35 1 1 2
34 1 1 1 1 4
33 1 1 1 3
32 1 1 1 1 1 1 6
31 1 1 1 1 1 5
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 5
28 1 1 1 1 1 1 1 1 1 1 1 1 1 13
27 1 1 1 1 1 5
26 1 1 1 1 1 1 1 1 1 1 1 1 12
25 1 1 1 1 1 1 1 7
24 1 1 1 1 1 1 1 1 1 9
23 1 1 1 1 1 1 1 1 1 1 10
22 1 1
21 1 1 1 3
20 1 1 1 1 4
19 0
18 1 1
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 Lane road, parking on both
sides, no center median, no
bike lane, no recovery area, 45
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 3 3 2
PDO 1 0 0
INJURY 0 1 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 27 MPH
Pace: 23 -32 MPH
85th %: 32 MPH
Posted: 25 MPH
Wednesday Time:
1:50pm - 2:53pm
Ali/Nick

SPEED DATA
Integra Realty Resources
Segment: Sunset - Lonetree
Weather: Sunny Observer:

Street: Atherton Location:

Length: 0.82 Miles Direction: both
Date:
06/27/2018
Day:
9/26/18
1106 11/23/18
25 21
61 BLUE OAKS BOULEVARD
City of Roseville Limit to Sunset Boulevard

DESCRIPTION/LOCATION

Blue Oaks B oulevard is a four lane minor arterial. The roadway runs north- south from the City of Roseville limit to Sunset Boulevard. Parking is restricted on both sides of Blue Oaks B oulevard. There is a class II bike lane on both sides of the street. Significant traffic enters Blue Oaks Boulevard from adjacent elementary schools during pick-up and drop-off times. There is a mixture of land use adjacent to Blue Oaks B oulevard. Nearest to the Roseville border there is retail commercial land use, then transitioning into medium density housing. In additio n to medium density housing there is high density housing nearest to the Roseville border and at the intersection of Sunset and Blue Oaks Boulevard. The abutting speed limit in the city of Roseville is 45 MPH.

There is no recovery area on Blue Oaks B oulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were fourteen collisions on Blue Oaks Blvd. from 2015 to 2017. There were six accidents in 2015, six in 2016, and two in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Blue Oaks Blvd. between Sunset Blvd. and the Rose ville City Limit is 48 MPH. It is recommended that the speed limit remains 45 MPH in accordance with section 21400(b) of the California Vehicle Code.

22 62

ADAMS DR

REDWOOD DR

W OAKS BL

LONETREE BL

BRANTWY
ASTER
CT
GOLD
FINCH
CT

SANDHILLDR

TURNSTONE
WY
Road Name:

Blue Oaks Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Roseville Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscaped
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
35,981
X
48 Class II bikeway on both sides of road.
39 - 48
45 2015 2016 2017
6 2 2
COM
Sonora Pass WyRES
COM
!"$123;
123;
123;
123;
Blue Oaks Blvd
RES
Lonetree Blvd
Van Buren W
y
Taft Dr
Tanager Wy
Cassia W
y Beth St
Hannah W
y
Arnold Dr
Sunset Blvd
COM
OPEN
SPACE
OPEN
SPACE
RES
RES
RES
RES
RES
RES
RES
RES
COM
23 63

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 1 1 2
60 0
59 0
58 0
57 0
56 1 1
55 1 1
54 0
53 1 1
52 0
51 1 1 2
50 1 1 1 1 1 5
49 1 1
48 1 1 1 1 1 1 1 1 1 1 10
47 1 1 1 1 1 1 6
46 1 1 1 1 1 1 1 1 1 9
45 1 1 1 1 1 1 1 1 1 1 1 1 1 13
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 5
42 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 8
39 1 1 1 1 1 5
38 1 1 1 1 4
37 1 1 1 3
36 1 1 1 3
35 1 1 2
34 1 1
33 0
32 0
31 0
30 0
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
114
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lane on both side,
no recover area.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 6 2 2
PDO 9 12 9
INJURY 1 1 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 44 MPH
Pace: 39 - 48 MPH
85th %: 48 MPH
Posted: 45 MPH
Wed Time:
1:50 P.M. - 2:20 P.M.

Long Nguyen

SPEED DATA
Westmeath
Segment: Sunset - City Limit
Weather: Cloudy Observer:

Street: Blue Oaks Location:

Length: 1.35 mi Direction: Both
Date:
04/18/2018
Day:
9/26/18
1106 11/23/18
45 24
64 B

RIDLEWOOD DRIVE
Wildcat Boulevard to Whitney Ranch Parkway
D

ESCRIPTION/LOCATION
B
ridlewood Drive is a two-lane residential major collector street with class II bike lanes.

It is curvilinear and connects Wildcat B oulevard and Whitney Ranch P arkway.

Bridlewood Drive provides residential access to low and medium density housing , and access to an elementary school. Bridlewood also provide s access to Fire Station 3 and Margaret Azevedo Community Park , which are located on Wildcat B oulevard near the West Stanford Ranch Road intersection.

T
here is no recovery area on Bridlewood Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
A
ccident records show that there w ere eight collisions on Bridlewood Dr. from 2015 to 2017. There were two accidents in 2015, four in 2016, and two in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85 th percentile speed on Bridlewood Dr. is 39 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
25 65
Road Name:

Bridlewood Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Wildcat Blvd. to Whitney Ranch Pkwy.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
2347
39 Class II bikeway on both sides of road.
29 - 38
35 2015 2016 2017
2 4 2
Wildcat Blvd
Station House
Rd
Flatiron Ln
Anvil Cir Cornflower
Ln
Anvil Cir
Black HorseLn
Flintlock Ln
Whitney Ranch Pkwy
1239
!"$
!"$
!"$
Bridlewood Dr
PARK
RES
RES
RES
1239
1239
ËÌ
1237
1239
ËÌ
1239
1239
1239
SCHOOL
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
X
26 66

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1 2
46 0
45 1 1 2
44 1 1 2
43 1 1 1 1 4
42 1 1
41 1 1 2
40 1 1 2
39 1 1 2
38 1 1 1 1 1 1 1 7
37 1 1 1 1 4
36 1 1 1 1 1 1 6
35 1 1 2
34 1 1 1 1 1 1 1 1 1 1 1 1 12
33 1 1 1 1 1 1 1 1 1 9
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 1 1 1 8
28 1 1 2
27 1 1 1 3
26 1 1 1 3
25 0
24 0
23 1 1
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
111
DATE
City Engineer
Flatiron Ln
Segment: Wildcat - Whitney Ranch
Weather: Sunny Observer:

Street: Bridlewood Location:

Length: .74 Miles Direction: Both
Date:
04/26/2018
Day: Thursday Time:
2:18pm - 3:01pm
Long

SPEED DATA
85th %: 39 MPH
Posted: 35 MPH
Average: 34 MPH
Pace: 29 - 38 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 1 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 4 2
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides, no
recovery area, 40 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 27
67 CASA GRANDE AVENUE
Fairway Drive to Lincoln Avenue

DESCRIPTION/LOCATION

Casa Grande Avenue is a local residential road that is curvilinear and runs from Fairway Drive to Lincoln Ave nue. This street provides access to medium density housing, and a small park. The street is lined with residential homes and there is parking on both side s of the street.

There are no bike lanes on either side of the street with no recovery area. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were two collisions on Casa Grande Ave. from 2015 to 2017. There was one accident in 2015, zero in 2016, and one in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Casa Grande Ave . is 31 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

28 68
Casa Grande Ave
Fairway Dr.

Lincoln Ave
Mesa Verde Cir
Palomar Cir
Park
Road Name:

Casa Grande Ave
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Fairway Dr. to Lincoln Ave
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
5450
31 Class II bikeway on both sides of road.
22 - 31
25 2015 2016 2017
1 0 1
!"$
1237
1237
!"$
!"$
1237
!"$
Amethyst Dr
Coronado Way
RES
RES
RES
RES
RES
RES
29 69

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 1 1
36 0
35 1 1 1 3
34 1 1
33 1 1 2
32 1 1 1 1 4
31 1 1 1 1 1 1 1 7
30 1 1 1 1 4
29 1 1 1 1 1 1 1 1 1 1 1 11
28 1 1 1 1 1 1 1 1 1 1 10
27 1 1 1 1 1 1 1 7
26 1 1 1 1 1 1 1 1 1 1 1 1 12
25 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
24 1 1 1 1 1 5
23 1 1 1 3
22 1 1 1 1 1 1 6
21 1 1 2
20 1 1 2
19 1 1
18 1 1 2
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 1 1
100
DATE
City Engineer
5725 Casa Grande
Segment: Fairway Dr - Lincoln Ave
Weather: Sunny Observer:

Street: Casa Grande Location:

Length: 0.72 Miles Direction: both
Date:
6/27/2018 &
6/28/2018 Day:

Wednesday
& Thursday Time:
8:42am - 9:42am & 12:34pm -
3:10pm & 9:34am - 9:51am
Ali/Nick/Long

SPEED DATA
85th %: 31 MPH
Posted: 25 MPH
Average: 27 MPH
Pace: 22 - 31 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 0 1
Resolution # Adopted:

ROADWAY CONDITIONS
One travel lane is on each
side; each travel lane is 20.2'
wide. No bike lane no
recovery area, parking on both
sides of street
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
25 30
70 CHINA GARDEN ROAD
Aguilar Road to End

DESCRIPTION/LOCATION

China Garden R oad is a two -lane major collector that runs north- south beginning at Aguilar Road and ending approximately 400 feet south of the Rustic Hills subdivision.

China Garden R oad runs parallel with Interstate 80 . This roadway serves a combination of low and medium density housing with one commercial retailer.

China Garden R oad has very little recovery area on the west . The eastbound lane may accommodate errant vehicles without being f orced into the existing fences. The eastbound lane is bound by curb, gutter and sidewalk while the westbound is not bound by curb, gutter and sidewalk.

COLLISIONS

Accident records show that there were zero (0) collisions on China Garden Rd. from 2015 to 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on China Garden Rd. is 49 MPH. It is recommended that the speed limit remains 45 MPH in accordance with section 21400(b) of the California Vehicle Code.

31 71
Road Name:

China Garden Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Aguilar Rd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
1170
49 38 - 47
45 2015 2016 2017
0 0 0
RES
Rustic Hills
Dr RES
RES
COM
VACANT
RES
RES
COM
Monument
Springs Dr
Hidden
Glen Dr
Aguilar RdRustic Hills
Dr
Rocklin Rd
sound wall sound wall
sound wall
chain link fence
chain link fence
chain link fence
chain link fence
§¨¦
80 §¨¦
80 §¨¦
80 123;
RES
China Garden Rd
123;
32 72

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 1 1
56 1 1
55 1 1
54 1 1
53 0
52 0
51 1 1 2
50 1 1 1 1 4
49 1 1 1 1 1 5
48 1 1 2
47 1 1 1 1 1 5
46 1 1 1 3
45 1 1 1 1 1 1 1 1 1 9
44 1 1 1 1 1 1 1 7
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 5
41 1 1 1 1 1 5
40 1 1 1 1 1 1 1 7
39 1 1 1 1 1 1 6
38 1 1 1 1 4
37 1 1
36 1 1 1 1 1 1 6
35 1 1 1 1 4
34 1 1 2
33 1 1
32 1 1 1 1 4
31 1 1 2
30 0
29 1 1
28 1 1 1 3
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 lane road with painted center
median, no bike lane, recovery
area on one side, 54 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 42 MPH
Pace: 38 - 47 MPH
85th %: 49 MPH
Posted: 45 MPH
Wednesday Time:
12 pm - 2:25 pm
Nick

SPEED DATA
STREETLIGHT #C3538
Segment: AGUILAR RD TO END
Weather: Sunny Observer:

Street: CHINA GARDEN RD. Location:

Length: 1.10 miles Direction: both
Date:
05/30/2018
Day:
9/26/18
1106 11/23/18
45 33
73 CLOVER VALLEY ROAD
Midas Avenue to Rawhide Road

DESCRIPTION/LOCATION

Clover Valley R oad. is a two -lane residential collector street that runs north- south starting at Midas Avenue and ending at Rawhide R oad. It pr ovides residential access and serves both low and medium density housing , as well as access to a neighborhood park.

There is no recovery area on Clover Valley R oad. It is bound by curb, gutter and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there was one collision on Clover Valley Rd. from 20 15 to 2017. That collision occurred in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Clover Valley Rd. is 37 MPH. It is recommended that the speed limit remains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

34 74
1238
123812381238
Road Name:

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
1257
37 27 - 36
30 2015 2016 2017
0 0 1
Midas Ave
Cobalt Ct
Quartz Ct
Copper Ct
Silver St
Creekwood Dr
Oakdale Ln
Rawhide Rd
Clover Valley Rd
PARK
RES
RES
RES
RES
RES
RES
!"$!"$
1238
1238 1238
RES
RES
RES
RES
RES
RESRES
RES
RESRES
Midas Ave. to Rawhide Rd.

Clover Valley Rd.
35 75

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1 2
46 0
45 0
44 0
43 1 1 2
42 0
41 1 1 1 3
40 1 1 2
39 1 1
38 1 1 1 3
37 1 1 1 1 4
36 1 1 1 1 1 5
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 1 1 1 1 1 1 1 12
33 1 1 1 1 4
32 1 1 1 1 1 5
31 1 1 1 1 1 1 1 7
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 6
27 1 1 1 1 1 1 1 7
26 1 1
25 1 1 1 3
24 1 1
23 1 1
22 0
21 0
20 1 1
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
no bike lanes, recovery area,
37 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 1
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: 27 - 36 MPH
85th %: 37 MPH
Posted: 30 MPH
Tuesday Time:
2:35pm - 3:58pm
Long

SPEED DATA
Silver St. N-S
Segment: Midas - End
Weather: Sunny Observer:

Street: Clover Valley Location:

Length: 1.29 Miles Direction: Both
Date:
04/24/2018
Day:
9/26/18
1106 11/23/18
30 36
76 CREST DRIVE
Stanford Ranch Road to Park Drive

DESCRIPTION/LOCATION

Crest Dr ive is a curvilinear, major co llector connecting Stanford Ranch Road and Park Drive. Crest Drive provides access to a fire station, medium density housing, a park and an elementary school. Crest Dr ive could also be used to bypass traffic between two minor arterials; Stanford Ranch R oad and Park Drive between Stanford Ranch Road and Park Drive there is an elementary school and high school within 0.4 sq uare miles of each other. Therefore Crest will experience more traffic during school start and end times, and possibly be a route to avoid traffic. This area also has pedestrian and bicycle activity due to surrounding land use and destinations.

Crest Drive is bounded by curb, gutter and sidewalks on both sides. This street has no recovery area for errant vehicles.

COLLISIONS

Accident records show that there were twenty collisions on Crest Dr. from 2015 to 2017.

There were eight accidents in 2015, five in 2016 and seven in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Crest Dr. is 41 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.

37 77
1238
12381238
1238
Stanford Ranch Rd
Majestic Dr
Fox Hill Dr
Park Dr
Crest Dr
Humboldt Dr
Thunder Ridge
Dr
Hawkhaven Dr
SilverPeakLn
Wedgewood Wy
Hillcrest Rd
Tahoe Vista Dr
Newland Heights Dr
& &
&
&
&
&
&
&
&
&
&
&
&&&&&
&
&
&
&&
&&
&
&
&
&
&
& &
&
&
&&&
&
&
&&
&
&&
&
&&&
&
&
&
&
&&&&
&&&
&
&
&&
&
&
&
& &
&
Road Name:

Crest Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Stanford Ranch Rd. to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
11,790
41 Class II bikeway on both sides of road.
32 - 41
35 2015 2016 2017
8 5 7
!"$
!"$
!"$
!"$
!"$
!"$
!"$
1239
FIRE

STATION
OPEN
SPACE
RES
RES
RES
PARK
SCHOOL
RES
X
X
Whitney Blvd
1239
1239
ËÌ
1239
1239
ËÌ
1239
1239
RES
RES
RES
RES
RES
RESRES
RES
X
38 78

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 1 1 2
48 0
47 1 1
46 1 1
45 1 1
44 1 1
43 1 1 2
42 1 1 1 1 4
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 6
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
36 1 1 1 1 1 1 1 1 1 1 10
35 1 1 1 1 1 1 1 1 1 1 1 1 1 13
34 1 1 1 3
33 1 1 1 3
32 1 1 1 1 1 1 1 1 1 1 1 11
31 1 1 2
30 1 1
29 1 1 2
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 8 5 7
PDO 7 0 2
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 32-41 MPH
85th %: 41 MPH
Posted: 35 MPH
Tuesday Time:
3:45 -4:05 PM
Nick/Ali

SPEED DATA
Segment: Stanford Ranch- park
Weather: Sunny Observer:

Street: Crest Location:

Length: 1.54 mi Direction: both
Date:
06/05/2018
Day:
6 travel alnes, with a
landscaped median. Bike lanes
on both sides with no recovery
area.
9/26/18
1106 11/23/18
35 39
79 D

ELMAR AVENUE
Pacific Street to Town of Loomis Border
D

ESCRIPTION/LOCATION
D
elmar Avenue is a two -lane minor collector that runs north-south beginning at Pacific Street and ending at the Town of Loomis Border . This roadway serves a commercial/industrial area and has a quiet-zone-modified railroad crossing. It is signalized at the Pacific Avenue intersection.

T
here is no recovery area on Delmar A venue It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on the east side of the street.

OLLISIONS
A
ccident records show that there was one collision on Del Mar Ave. from 2015 to 2017.

That collision occurred in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile speed on Delmar Ave. is 41 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
40 80
Road Name:

Delmar Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Loomis Borderq
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
3953
41 No parking on both sides of road
32 - 41
35 2015 2016 2017
0 0 1
COM
Delmar Ave.

Pacific St.

Monopoly Ct.

Citrus Ave.

Alvis Ct.

Loomis Border
Rocklin Border
Loomis Border
Rocklin Border
Union Pacific Railroad
Union Pacific Railroad

COM COM COM

COM RESOPENOPEN
1239
1239
Del Rio Ct.

Dominguez Rd.
41 81

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 1 1
53 0
52 1 1
51 0
50 0
49 0
48 1 1
47 1 1
46 1 1
45 1 1
44 1 1 2
43 0
42 1 1 2
41 1 1 1 1 1 1 1 7
40 1 1 1 1 1 1 1 7
39 1 1 1 1 4
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
36 1 1 1 1 1 1 1 1 1 9
35 1 1 1 1 1 1 1 1 1 1 10
34 1 1 1 1 1 1 6
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 1 7
31 1 1 1 1 1 5
30 1 1
29 1 1 2
28 1 1 1 3
27 1 1
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, 34' wide,
painted divider, no recover
area.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 1
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 32 - 41 MPH
85th %: 41 MPH
Posted: 35 MPH
Mon Time:
2:44 P.M. - 3:15 P.M.

Long Nguyen

SPEED DATA
Monopoly - Citrus
Segment: Pacific - City Limit
Weather: Sunny Observer:

Street: Del Mar Location:

Length: 0.42 Direction: both
Date:
04/30/2018
Day:
9/26/18
1106 11/23/18
35 42
82 D

OMINGUEZ ROAD
Pacific Street to Granite Drive
D

ESCRIPTION/LOCATION
Do
minguez R oad is a two -lane commercial/industrial major collector that runs north- south beginning at Pacific Street, a signalized intersection, and terminating at Granite Drive with a one -way stop control. This roadway has a railroad crossing , used by Union Pacific Railroad to access commercial areas, and several commercial driveways along the roadway.

Do
minguez Road is generally a straight ro ad, but has a large sweeping horizontal curve approximately half way down the road that decreases sight distance.

OLLISIONS
A
ccident records show that there were three collisions on Dominguez Rd. from 20 15 to 2017. There were zero accidents in 2015, two accidents in 2016, and one accident in 2017.

SURV

EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Dominguez Rd. is 40 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
43 83
Road Name:

Dominguez Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Granite Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
42'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239 X
X
X
3252
40 32 - 41
35 2015 2016 2017
0 2 1
Pacific St
Dominguez Rd
Granite Dr
Union Pacific Railroad
Union Pacific Railroad
UPRR Spur
!"$

COMIND IND
IND
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN

SPACEIND
44 84

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 1 1
47 1 1
46 1 1
45 1 1 1 3
44 0
43 1 1
42 1 1 1 1 4
41 1 1 1 1 1 1 6
40 1 1 1 1 1 1 1 1 8
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 9
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 6
31 1 1 1 1 4
30 1 1 1 1 4
29 1 1 1 3
28 1 1 2
27 1 1
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
117
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, 42' wide,
painted divider, no recover
area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 2 1
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 36 MPH
Pace: 32 - 41 MPH
85th %: 40 MPH
Posted: 35 MPH
Mon Time:
3:50 P.M. - 4:35 P.M.

Long Nguyen

SPEED DATA
4315 Dominguez Rd.

Segment: Pacific - Granite
Weather: Sunny Observer:

Street: Dominguez Location:

Length: 0.45 mi Direction: both
Date:
04/23/2018
Day:
9/26/18
1106 11/23/18
35 45
85 EAST MIDAS AVENUE
Pacific Street to Grove Street

DESCRIPTION/LOCATION
East Midas Avenue is a minor collector that runs East-West from Pacific Street to Grove Street.

This road provides access to retail commercial and medium density housing.

There is no recovery area on East Midas Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

East Midas Avenue is part of the California Road System approved by FHWA and must be surveyed in order to be compliant with that program.

COLLISIONS
Accident records show that there were four collisions on East Midas Avenue from 2020 to 2022.

One collision occurred in 2020 and three occurred 2022.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on East Midas Avenue is 28 MPH. It is recommended that the speed limit remain at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

46 86
Road Name:

East Midas Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Grove St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 None
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
2109
X
28 20-29
25 2020 2021 2022
1 0 3
Pacific St
East Midas Ave
High St
Grove StRESRES
RES
RES
RES
COM
RES
School bus route.
!"$
RES
RES
RES
San Francisco St
COM
X
47 87

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 1 1
36 0
35 0
34 1 1 2
33 0
32 1 1 1 3
31 1 1 2
30 1 1 1 3
29 1 1 2
28 1 1 1 1 1 5
27 1 1 1 1 1 1 1 1 1 1 10
26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
25 1 1 1 1 1 1 1 1 8
24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21
23 1 1 1 1 1 1 1 7
22 1 1 1 1 1 1 1 1 8
21 1 1 1 1 1 1 1 1 8
20 1 1 1 1 1 5
19 0
18 1 1 2
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Pacific Street - Grove Street
Length: 0.19 Miles Direction: Both
Time:10/27/2022 Day: Thursday 12:00pm - 12:45pm
Street: East Midas Avenue Location: High Street
Segment:

Weather: Sunny Observer: Jose
Date:

SPEED DATA
Posted: 25 MPH
85th %: 28 MPH
Average: 25 MPH
Pace: 20-29 MPH

ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 1 0 3
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 0 3

ROADWAY CONDITIONS
2 lane road, parking on both
sides, no bike lane, no recovery
area, no center median, 36 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
Resolution # Adopted:
8/30/23
48 88

EL DON DRIVE
Rocklin Road to Sierra College Boulevard

DESCRIPTION/LOCATION

El Don Drive is a curvilinear two-lane residential major collector that runs between Rocklin Road and Sierra College Boulevard. It is signalized at these two intersections. El Don Drive serves the surrounding residential properties south of Rocklin Road. Monte Verde Park is located on El Don Drive just south of Rocklin Road. Residents cross El Don Drive at Wildflower Lane to access this park. There are two areas on El Don Drive that are densely populated: the apartm ent complex at Sierra College Boulevard and the condominiums south of Monte Vista Park. El Don Dr ive south of Rocklin R oad, in the area of Monte Vista Park, serves as on -street overflow parking for Sierra College, and contributes to large pedestrian volumes during school hours.

There is no recovery area on El Don Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were fourteen collisions on El Don Dr. from 2015 to 2017. There were 5 accidents in 2015, two accidents in 2016, and seven accidents in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on El Don Dr. is 32 MPH. It is recommended that the speed limit remains 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

49 89
Road Name:

El Don Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Rocklin Rd. to Sierra College Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
1220
32 Parking on both sides of road.
24 - 33
25 2015 2016 2017
5 2 7
El Don Dr
Rocklin Rd
Sierra College
Blvd
Wildflower Ln
Corona Cir
Foothill Rd
Freeman Cir Freeman Cir
Montclair Dr
Ambassador Dr
Montclair Cir
Andrea Ct
!"$
!"$
!"$
!"$

SIERRA COLLEGE

PARKING
SIERRA

COLLEGE
COM
RES
RES

RES RES RES
RES
RES
RES
RES
RESRES
OPEN
SPACE
1237
1237
1237
1237
12371237
50 90

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 0
41 0
40 0
39 1 1
38 0
37 0
36 1 1
35 1 1 1 1 4
34 1 1 2
33 1 1 1 1 1 5
32 1 1 2
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 1 11
29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
28 1 1 1 1 1 1 1 7
27 1 1 1 1 1 1 1 1 1 9
26 1 1 1 1 4
25 1 1 1 1 1 1 1 1 8
24 1 1 1 1 1 1 1 7
23 1 1 1 1 1 5
22 1 1 1 1 4
21 1 1 1 3
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
4916 El Don Dr
Segment: Rocklin Rd - Sierra College Blvd
Weather: Sunny Observer:

Street: El Don Location:

Length: 0.84 Miles Direction: both
Date:
05/22/2018
Day: Tuesday Time:
1:10PM - 2:50PM
Nick

SPEED DATA
85th %: 32 MPH
Posted: 25 MPH
Average: 28 MPH
Pace: 24 - 33 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 1 2
INJURY 0 0 1
FATAL 0 0 0
TOTAL 5 2 7
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted center
median, no bike lanes, no
recovery area, 37 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
25 51
91 FAIRWAY DRIVE
Sunset Boulevard to Stanford Ranch Road

DESCRIPTION/LOCATION

Fairway Drive is a major collector that varies between two and four lanes and has a raised cen ter divider near its intersections with Stanford Ranch R oad and Sunset Boulevard. It varies in width between 45 feet and 70 feet. There is a daycare center located near the intersection of Sunset Boulevard and Fairway Drive . This center is relatively busy with a number students being dropped off or picked up by their parents at different hours of the day. A retail/commercial center is located at ends of Fairway Drive: one at Sunset Boulevard and one at Stanford Ranch Road. The abutting speed limit in the City of Roseville is 40 MPH.

The roadway is bound by curb, gutter, sidewalk and landscaping with a fence located five feet behind the sidewalk on each side of the road. Other fixed objects include street lights and traffi c control signs located within the five f oot landscaped area.

Parking is not permitted d ue to the high traffic volume. The striping configuration and number of intersections prevent passing opportunities.

COLLISIONS

Accident records show that there were twenty -one collisions on Fairway Dr. from 2015 to 2017. There were four accidents in 2015, seven in 2016, and ten in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Fairway Dr. is 40 MPH. It is recommended that the spe ed limit remain at 35 MP H in accordance with section 21400(b) of the California Vehicle Code.

52 92
Road Name:

Fairway Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Stanford Ranch Rd.q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
9298
X
40 Class II bikeway on both sides of road.
33 - 42
35 2015 2016 2017
4 7 10
Sunset Blvd
Stanford Ranch Rd
Fairway Dr
M
arlee W
y
Summerfield DrAurora Loop
Casa Grande Ave
Cameo Dr
Peridot Dr
Lincoln Ave
Zircon Dr
!"$
!"$
!"$
COM
COM
COM
CHURCH
RES
RES
RES
RES
1239
1239
1239
1239
COM
RES
RESRES
RES
Roseville Border
Rocklin Border
53 93

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 1 1
47 1 1
46 1 1 2
45 1 1 1 1 4
44 1 1
43 1 1 2
42 1 1 1 3
41 1 1 1 1 4
40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
39 1 1 1 1 1 1 1 1 1 1 1 1 12
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 4
32 1 1
31 1 1 1 1 4
30 0
29 1 1 1 3
28 0
27 1 1 2
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
123
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, 47' wide, bike
lane on both side,
retroreflector and non-
retroreflector divider.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 3 6 7
TOTAL 4 7 10
PDO 1 0 3
INJURY 0 1 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 33 - 42 MPH
85th %: 40 MPH
Posted: 35 MPH
Mon Time:
3:10 P.M. - 3:40 P.M.

Long Nguyen

SPEED DATA
Summerfield / Casa Grande
Segment: Sunset - Stanford Ranch
Weather: Sunny Observer:

Street: Fairway Location:

Length: 0.73 mi Direction: both
Date:
04/23/2018
Day:
9/26/18
1106 11/23/18
35 54
94 F

ARRIER ROAD
Park Drive to Darby Road
D

ESCRIPTION/LOCATION
Farrie
r Road is a two lane residential collector with no raised center divider. This road begins at Park Drive, a 3-way signalized intersection, and reconfigures to a local two lane residential road at Darby Road with a 4 way stop control.

Farrie
r Road is generally a straight road with clear visibility, with the exception of a large horizontal curve near the Pleasant Grove Creek culvert.

Farrie
r R oad also provides access to Twin Oaks E lementary school, contributing moderate pedestrian volumes.

T
here is no recovery area on Farrier Road. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
A
ccident records show that there were three collisions on Farrier Rd. from 20 15 to 2017. There were two accidents in 2015, zero in 2016, and one in 2017.

SURV

EY RESULTS/RECOMMENDATION
The 85th percentile speed on Farrier Rd . is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
55 95
Road Name:

Farrier Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Park Dr. to Darby Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
3639
40 Class II bikeway on both sides of road.
32 - 41
35 2015 2016 2017
2 0 1
Park Dr
Balfor Rd
Blackstone Dr
Devon Dr
Club Dr
W
indsong
Ct
Fleet Ct Sandpiper Ct
Darby Rd
!"$
!"$
!"$
!"$
1239
Farrier Rd
OPEN
SPACE
RES
OPEN
SPACE
OPEN
SPACE
1239 1239
1239
1239
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
56 96

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 1 1
46 0
45 1 1 2
44 1 1 2
43 1 1
42 1 1 1 1 4
41 1 1 1 1 1 1 1 7
40 1 1 1 3
39 1 1 1 1 1 5
38 1 1 1 1 1 1 1 1 1 1 1 1 12
37 1 1 1 1 1 1 1 1 1 1 10
36 1 1 1 1 1 1 1 1 1 1 10
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 5
30 1 1 1 1 1 5
29 0
28 0
27 1 1 1 3
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
114
DATE
City Engineer
Fleet cir - sandpiper ct (light pole 1755)
Segment: Park - Darby
Weather: Sunny Observer:

Street: Farrier Location:

Length: .55 Miles Direction: Both
Date:
04/25/2018
Day: Wednesday Time:
2:22pm - 3:12pm
Long

SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 36 MPH
Pace: 32 - 41 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 0 1
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides,
recovery area, 46 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 57
97 FARRON STREET
Pacific Street to Third Street

DESCRIPTION/LOCATION

Farron Street is a two -lane major residential collector that runs east -west beginning at Pacific Avenue, a signalized intersection, and terminating at 3 rd Street with a 4-way stop control. This roadway has a railroad crossing and has several intersecting streets controlled by stop signs along the roadway. It pr ovides residential access, as well as access to a community park and junior high school located on 5th Street

COLLISIONS

Accident records show that there were three collisions on Farron St. from 2015 to 2017.

There was one accident in 2015, two in 2016, and zero in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Farron St. is 35 MPH. It is recommended that the speed limit remains 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

58 98
Road Name:

Farron St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Third St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
38'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
1793
35 26 - 35
30 2015 2016 2017
1 2 0
Farron St.

Union Pacific RailroadUnion Pacific Railroad
1st St.
2nd St.
3rd St.

Pacific St.
4th St.
3rd St.
5th St.
!"$
1238
COM
COMRES
RESRES
RESRES
PARK
X
59 99

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1 2
41 1 1
40 1 1 1 3
39 1 1 2
38 1 1 2
37 1 1 2
36 1 1 1 3
35 1 1 1 1 4
34 1 1 1 1 1 1 1 7
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 1 1 7
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 1 1 1 1 10
27 1 1 1 1 4
26 1 1 1 1 1 5
25 1 1 2
24 1 1
23 0
22 1 1
21 1 1 1 3
20 0
19 0
18 1 1
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
38 feet wide, 2 travel lanes,
parking on one side, no
recovery area, no bike lane
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 2 0
PDO 1 2 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 31 MPH
Pace: 26 -35 MPH
85th %: 35 MPH
Posted: 30 MPH
Tuesday Time:
2:32 pm - 3:40pm
Ali/Nick

SPEED DATA
3605 Farron St
Segment: 3rd - Pacific St
Weather: Sunny Observer:

Street: Farron Street Location:

Length: .26 Mile Direction: both
Date:
06/05/2018
Day:
9/26/18
1106 11/23/18
30 60
100

FIVE STAR BOULEVARD
Stanford Ranch Road to End

DESCRIPTION/LOCATION

Five Star Boulevard is a major collector that connects southwest Rocklin to a large commercial area and highway 65 on the Rocklin/Roseville border. The roadway itself serves a variety of commercial and business parcels. Five Star Boulevard has four lanes and a raised median with turn pockets. South of its intersection with Destiny Drive, the roadway reduces to two lanes with a center left turn lane. It also has a Class II Bikeway for its entire length.

There is no recovery area on Five Star Boulevard. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were eight collisions on Five Star Blvd. from 2015 to 2017. There four accidents in 2015, three in 2016, and one in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Five Star Blvd. is 37 MPH. It is recommended that the speed limit remain at 30 MPH i n accordance with section 21400(b) of the California Vehicle Code.

61 101
Road Name:

Five Star Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Stanford Ranch Rd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
70'
4 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238 X
X
X
11,637
X
37 Class II bikeway on both sides of road.
29 - 38
30 2015 2016 2017
4 3 1
S Whitney Blvd
Destiny Dr
Five Star Blvd
COM
COM
COM
COM
1238
Stanford Ranch Rd
End
COM
COM

COM COM
COM
COM
COM
Roseville Border
Rocklin Border
·|}þ 65
·|}þ 65
62 102

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 1 1 2
44 1 1 1 3
43 0
42 1 1 2
41 1 1
40 1 1 2
39 1 1 1 3
38 1 1 1 3
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 1 6
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 20
29 1 1 1 1 1 1 1 7
28 1 1 1 3
27 1 1 1 1 1 1 6
26 1 1 2
25 1 1 1 1 1 1 6
24 1 1 1 3
23 0
22 0
21 0
20 0
19 0
18 1 1
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
123
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, 47' wide, bike
lane on both side, painted
divider.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 4 3 1
PDO 1 0 0
INJURY 1 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: 29 - 38 MPH
85th %: 37 MPH
Posted: 30 MPH
Mon Time:
2:08 P.M. - 3:04 P.M.

Long Nguyen

SPEED DATA
Five Star Center Sign
Segment: Stanford Ranch - End
Weather: Sunny Observer:

Street: Five Star Location:

Length: 0.38 mi Direction: both
Date:
04/23/2018
Day:
9/26/18
1106 11/23/18
30 63
103

GRANITE DRIVE
Rocklin Road to Sierra Meadows Drive

DESCRIPTION/LOCATION

Granite D rive from Rocklin Road to Sierra Meadows Drive is a 4 lane curvilinear road that runs north- south. Granite Drive is a minor collector that provides access to businesses. It contains a raised landscape median. There is no parking on either side of the street. There are class II bike lanes on both sides of the street.

There is no recovery area on Granite Drive. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such a s traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were seventeen collisions on Granite Dr. from 2015 to 2017. There four accidents in 2015, nine in 2016, and four in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Granite Dr. is 36 MPH. It is recommended that the speed limit remain at 3 0 MPH in accordance with section 21400(b) of the California Vehicle Code.

64 104
Road Name:

Granite Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sierra Meadows Dr. to Rocklin Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
X
10,717
X
36 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
4 9 4
65 105

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 1 1
44 0
43 1 1
42 0
41 0
40 0
39 1 1 1 3
38 1 1 1 3
37 1 1 1 1 4
36 1 1 1 1 4
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 1 1 1 1 12
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
31 1 1 1 1 1 1 6
30 1 1 1 1 1 1 1 1 1 9
29 1 1 1 1 4
28 1 1 1 1 1 1 1 1 1 1 1 1 1 13
27 1 1 1 1 4
26 1 1 1 3
25 1 1 2
24 1 1
23 0
22 1 1 2
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
106
DATE
City Engineer
Rocklin Square
Segment: Rocklin Rd - Sierra Meadows
Weather: Sunny Observer:

Street: Granite Location:

Length: 0.4 Miles Direction: both
Date:
06/19/2018
Day: Tuesday Time:
2:55pm - 3:08pm
Nick

SPEED DATA
85th %: 36 MPH
Posted: 30 MPH
Average: 32 MPH
Pace: 27 - 36 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 1 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 9 4
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
landscape center median, 80
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 66
106
GR

ANITE DRIVE
Sierra Meadows Drive to Dominguez Road
D

ESCRIPTION/LOCATION
G
ranite Drive from Sierra Meadows to Dominguez Drive is a 4 lane minor collector that runs nor th-south. Granite Dr ive provides access to businesses and contains a raised landscape median. There is no parking on either side of the street. There are class II bike lanes on both sides of the street.

T
here is no recovery area on Granite Dr ive. It is b ound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
Accident records show that there were thirteen collisions on Granite Dr. from 2015 to 2017. There two accidents in 2015, seven in 2016, and four in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Granite Dr. is 45 MPH. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
67 107
Road Name:

Granite Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sierra Meadows Dr. to Dominguez Rd.
q
School
Residence
Business
Park
Open Space
Bikeway7
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
78'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
X
17,553
X
45 Class II bikeway on both sides of road.
34 - 43
40 2015 2016 2017
2 4
68 108

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 1 1
51 0
50 1 1
49 0
48 1 1 1 3
47 1 1 1 1 4
46 1 1 2
45 1 1 1 1 4
44 1 1 2
43 1 1 1 1 1 1 1 1 1 1 1 11
42 1 1 1 1 1 1 1 1 1 9
41 1 1 1 1 1 5
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 1 1 1 1 1 12
38 1 1 1 1 1 1 1 1 1 9
37 1 1 1 1 1 1 6
36 1 1 1 1 1 1 1 1 1 9
35 1 1 1 1 1 1 6
34 1 1 1 1 1 5
33 1 1 2
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes. Bike lanes on
both sides, no recovery area,
landscape center median, 80
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 7 4
PDO 2 2 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 40 MPH
Pace: 34 - 43 MPH
85th %: 45 MPH
Posted: 40 MPH
Wednesday Time:
12:58pm - 1:30pm
Nick

SPEED DATA
Warren
Segment: Sierra Meadows - Dominguez
Weather: Sunny Observer:

Street: Granite Location:

Length: 0.75 Miles Direction: both
Date:
06/20/2018
Day:
9/26/18
1106 11/23/18
40 69
109
GR

ANITE DRIVE
Dominguez Road to Sierra College Boulevard
D

ESCRIPTION/LOCATION
G
ranite Drive from Sierra Meadows to Dominguez Drive is a 4 lane road that runs no rth south. Granite Dr ive is a mino r collector that provides access to businesses. There is a center left turn lane dividing traffic. There is no parking on either side of the street.

There are class II bike lanes on both sides of the street.

T
here is no recovery area on Granite Dr ive. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
Accident records show that there were 18 collisions on Granite Dr. from 2015 to 2017.

There seven accidents in 2015, eight in 2016, and three in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Granite Dr. is 45 MP H. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
70 110
Road Name:

Granite Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Dominguez Rd. to Sierra College Blvd
q
School
Residence
Business
Park
Open Space
Bikeway8
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
9112
X
45 Class II bikeway on both sides of road.
36 - 45
40 2015 2016 2017
7 3
Granite DrDominguez Rd
Sierra College Blvd
RES
COM
COM
COM
COM
123:
123:
!"#$80
71 111

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 1 1 2
54 0
53 0
52 1 1
51 1 1
50 1 1 1 3
49 1 1 2
48 1 1 1 1 1 1 6
47 1 1 1 1 4
46 1 1 1 1 1 1 1 7
45 1 1 1 1 1 1 1 1 1 1 10
44 1 1 1 1 1 1 1 1 1 1 1 1 12
43 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
42 1 1 1 1 1 1 1 1 1 1 1 1 12
41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
37 1 1 1 1 1 1 1 1 1 1 1 1 1 13
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
34 1 1 1 1 1 1 1 1 1 1 1 1 12
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 4
30 1 1 1 1 1 1 6
29 1 1 1 3
28 1 1
27 1 1 2
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
225
DATE
City Engineer
Target Driveway
Segment: Dominguez - Sierra College
Weather: Cloudy/Sunny Observer:

Street: Granite Location:

Length: 0.76 mi Direction: Both
Date:
01/16-17/2018
Day: Tue-Wed Time:
2:35 P.M. - 3:00 P.M. 1:15
P.M. - 2:00 P.M.

JP/LN

SPEED DATA
85th %: 45 MPH
Posted: 40 MPH
Average: 39 MPH
Pace: 36 - 45 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 2 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 7 8 3
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
painted center median with
retroreflective yellow markers,
78 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 72
112

GROVE STREET
Pacific Street to Rocklin Road

DESCRIPTION/LOCATION
Grove Street is a minor collector that runs North-South from Pacific Street to Rocklin Road.

There are class 2 bike lanes on both sides of the street and the roadway is divided by a painted double yellow roadway stripe. This road provides access to medium density housing.

There is no recovery area on Grove Street. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

Grove Street is part of the California Road System approved by FHWA and must be surveyed in order to be compliant with that program.

COLLISIONS
Accident records show that there were no collisions on Grove Street from 2020 to 2022.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Grove Street is 30 MPH. It is recommended that the speed limit remain at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

73 113
Road Name:

Grove St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Rocklin Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 None
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
1951
X
30 22-31
25 2020 2021 2022
0 0 0
!"$Grove St
Pacific St
East Midas Ave
Pine St
Rocklin RdRES
RES
RES

RES RES
COM
RES
Class 2 bikeway on both sides of the road.
!"$ !"$
!"$
RES
RES
RES
Cedar St
Oak St
X
X
74 114

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1
41 0
40 1 1 2
39 1 1
38 1 1
37 0
36 0
35 1 1
34 0
33 1 1
32 1 1 2
31 1 1 1 1 4
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 1 1 1 1 1 1 11
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
25 1 1 1 1 1 1 1 1 1 9
24 1 1 1 1 1 1 1 1 8
23 1 1 1 1 1 1 1 1 1 9
22 1 1 1 1 4
21 1 1
20 1 1
19 1 1 1 3
18 0
17 0
16 1 1
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
Resolution # Adopted:

TOTAL 0 0 0

ROADWAY CONDITIONS
2 travel lanes, painted double
yellow centerline, bike lanes
on both sides, no recovery area,
36 feet wide
INJURY 0 0 0
FATAL 0 0 0

ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 0
Average: 27 MPH
Pace: 22-31 MPH

SPEED DATA
Posted: 25 MPH
85th %: 30 MPH
Weather: Sunny Observer: Jose
Date: 11/15/2022 Day: Tuesday
Length: 0.63 Miles Direction: Both
Time: 12:05pm - 1:30pm
Street: Grove Street Location: East Midas Avenue
Segment: Pacific Street - Rocklin Road
8/30/23
75 115
LO

NETREE BOULEVARD
Blue Oaks Boulevard to West Oaks Boulevard
D

ESCRIPTION/LOCATION
Lo
netree Boulevard is a four lane minor arterial road that provides access to residential areas as well as to a major commercial zone, open space and Kathy Lund Community Park. The roadway is separated by a landscaped median with left turn pockets.

T
here are four intersections that provide access to residential developments off of Lonetree Boulevard, three of which are signalized and directly across from commercial access. The roadway as has a Class II Bikeway for its entire length and parking is prohibited on both sides.

T
here is no recovery area on Lonetree Boulevard. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
A
ccident records show that the re were twenty-eight collisions on Lonetree Blvd. from 2015 to 2017. There were twelve accidents in 2015, thirteen in 2016, and three in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85 th percentile speed on Lonetree Blvd. is 43 MPH. It is recommended that th e speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
76 116
ADAM
S DR
REDW
OOD DR

GRAND CANYON DR
W

OAKS BL

LONETREE BL

BLUE OAKS BL

SANDHILL
DR
Road Name:

Lonetree Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Blue Oaks Blvd. to West Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscaped
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

RES RES
RES
PARK

OPEN SPACE

OPEN SPACE COM
COM
COM
X
X
X
X
X
27,208
X
43 Class II bikeway on both sides of road.
33 - 42
40 123:
123:123:
123:
2015 2015 2015
12 13 3
77 117

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 1 1
49 1 1
48 1 1
47 1 1 2
46 1 1
45 1 1 2
44 1 1 1 1 4
43 1 1 2
42 1 1 1 1 1 1 1 7
41 1 1 1 3
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 4
38 1 1 1 1 1 1 6
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 6
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 6
31 1 1 1 3
30 1 1 1 1 1 1 1 1 8
29 1 1 2
28 1 1
27 1 1
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Chevy's Fresh Mex
Segment: Blue Oaks - West Oaks
Weather: Sunny Observer:

Street: Lonetree Blvd Location:

Length: 1 miles Direction: both
Date:
06/06/2018
Day: Wednesday Time:
2:50pm - 3:40pm
Nick

SPEED DATA
85th %: 43 MPH
Posted: 40 MPH
Average: 37 MPH
Pace: 33 - 42 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 4 4 1
INJURY 1 1 0
FATAL 0 0 0
TOTAL 12 13 3
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lane on both
sides, no recovery area, 72'
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 78
118

LONETREE BOULEVARD
West Oaks Boulevard to Sunset Boulevard

DESCRIPTION/LOCATION

Lonetree Boulevard is a four lane minor arterial road that provides direct access to light industrial, major commercial and residential areas. This roadway provides access to Kathy Lund Community Park which is a community destination and contributes to pedestrian volumes. The roadway is separated by a landscaped median with left turn pockets. Each major intersection is signalized.

There is no recovery area on Lonetree Boulevard. It is bound by curb, gutter, sidewalk, landscaping and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were five collisions on Lonetree Blvd. from 20 15 to 2017. There were two accidents in 2015, one in 2016, and two in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Lonetree Blvd. is 47 MPH. It is recomme nded that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.

79 119
Road Name:

Lonetree Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

West Oaks Blvd. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
76'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
X
X
11,542
X
47 Class II bikeway on both sides of road.
34 - 43
45 2015 2016 2017
2 1 2
Sunset Blvd
W Oaks Blvd
Atherton Blvd
COM
OPEN
SPACE
123;Lontree Blvd
123; OPEN
SPACE
COMCOM
COM
OPEN
SPACE
OPEN
SPACE
80 120

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1 1 3
50 1 1 2
49 0
48 1 1 1 1 1 5
47 1 1 1 1 1 1 1 1 1 9
46 1 1 2
45 1 1 2
44 1 1 1 1 4
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 1 1 10
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1 1 1 1 1 1 1 1 1 1 11
38 1 1 2
37 1 1 1 1 1 1 6
36 1 1 1 3
35 1 1 1 1 1 5
34 1 1 1 1 1 1 6
33 0
32 1 1
31 0
30 0
29 1 1
28 0
27 0
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 1 2
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 41 MPH
Pace: 34-43 MPH
85th %: 47 MPH
Posted: 40 MPH
Thursday Time:
9:45 - 10:01 AM
Nick

SPEED DATA
Strikes
Segment: West Oaks - Sunset
Weather: Sunny Observer:

Street: Lonetree Location:

Length: 0.48 mi Direction: both
Date:
06/07/2018
Day:
4 travel lanes, bike lanes on both
sides, with no recovery area.

Landscaped median 68 ft wide
9/26/18
1106 11/23/18
45 81
121
MI

DAS AVENUE
Pacific Street to Argonaut Avenue
DE

SCRIPTION/LOCATION
Mid
as Avenue is a two lane major residential collector with many access streets and no raised center divider. The roadway is curvilinear and has several elevation changes that present sight distance hazards when combined with on-street parking.

Mid
as Avenue connects to Fifth St. , which is the major access to Springview Midd le School. This street is used by school children early and mid -afternoon either on foot or on bicycles. There are a number of pedestrians that use this street in their leisure time to access the park. Pedestrians frequently cross the roadway outside of crosswalks.

Th
ere is no recovery area on Midas Ave nue. It is bound by curb, gutter, sidewalk and fixed objects on both sides. It also has curb cuts in the sidewalk for most of its length that service residential driveways.

COLLISIONS
Accident records show tha t there were 22 collisions on Mida s Ave. from 2015 to 2017.

There were three accidents in 2015, twelve in 2016, and seven in 2017.

SURVE

Y RESULTS/RECOMMENDATION
The
85th percentile speed on Midas Ave. is 35 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
82 122
Road Name:

Midas Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Argonaut Ave.
q
School
Residence
Business
Park
Open Space
Bikeway12
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
10,279
X
35 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
3 7
Argonaut Ave
Pacific St
2nd St
3rd StWhiteoak Ct
5th St
Oakcreek Dr
Nathan Ct
Meadow Wy
COM
RES
RES
RES
RES
OPEN
SPACE
OPEN
SPACE
RES
!"$
!"$ 1237
RES
Midas Ave
RES
RES
RES
RES
1238
Union Pacific Railroad
Union Pacific Railroad
COM
83 123

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 0
41 0
40 1 1
39 1 1
38 1 1 2
37 1 1 1 1 4
36 1 1
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 4
33 1 1 1 1 1 1 1 1 1 1 1 1 12
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 1 1 1 10
28 1 1 1 1 1 5
27 1 1 1 1 1 5
26 0
25 1 1 1 1 1 5
24 1 1
23 1 1 1 1 4
22 0
21 1 1 2
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
3rd - White Oak
Segment: Pacific - Argonaut
Weather: Sunny Observer:

Street: Midas Location:

Length: 0.78 Miles Direction: both
Date:
05/03/2018
Day: Thursday Time:
10am - 11am
Ali

SPEED DATA
85th %: 35 MPH
Posted: 30 MPH
Average: 31 MPH
Pace: 27 - 36 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 1 2
INJURY 1 0 1
FATAL 0 0 0
TOTAL 3 12 7
Resolution # Adopted:

ROADWAY CONDITIONS
This segment crosses two train
tracks after 2nd street ther is
street parking and no recovery
area. No bike lanes and
sidewalks on both sides. One
lane in each direction with no
center divider.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 84
124

MIDAS AVENUE
Argonaut Avenue to Whitney Boulevard

DESCRIPTION/LOCATION

Midas Avenue is a two lane major residential collector with many access streets and no raised center divider. It connects many areas of medium density housing. The roadway is curvilinear and has several elevation changes that present sight distance hazards when combined with on-street parking.

There is no recovery area on Midas Ave nue. It is bound by curb, gutter, sidewalk and fixed objects on both sides. It also has curb cuts in the sidewalk for most of its length that service residential driveways.

COLLISIONS

Accident records show that there were eleven collisions on Midas Ave. from 2015 to 2017. There were two accidents in 2015, six in 2016, and three in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Midas Ave. is 35 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

85 125
Road Name:

Midas Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Argonaut Ave. to Whitney Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
4143
X
35 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
2 6 3
Whitney Blvd
Argonaut Ave
GlenCt
Bonanza St
MidasCt
Rawhide Rd
Clover
Valley
Rd
Mountain View Dr
Midas Ave
GOLF
COURSE
PARK
RES
RES
RES
RES
!"$ !"$
1238
RES
RES
RES
RES
1238
1238
1238
1238
1238
86 126

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 1 1
44 1 1
43 0
42 0
41 0
40 0
39 1 1 2
38 0
37 1 1 1 1 4
36 1 1 1 1 4
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 10
29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
28 1 1 1 1 1 1 1 7
27 1 1 1 3
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, Painted median,
No bike lane, recovery area,
38 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 6 3
PDO 0 0 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 32 MPH
Pace: 28 - 37 MPH
85th %: 35 MPH
Posted: 30 MPH
Thursday Time:
1:08pm - 1:43pm
Nick/Long

SPEED DATA
Rawhide - Midas Ct
Segment: Argonaut - Whitney
Weather: Sunny Observer:

Street: Midas Location:

Length: 1.18 miles Direction: both
Date:
05/03/2018
Day:
9/26/18
1106 11/23/18
30 87
127

MIDAS AVENUE
Whitney Boulevard to End

DESCRIPTION/LOCATION

Midas Avenue is a two lane major residential collector with many access streets and no raised center divider. The roadway is curvilinear and has several elevation changes that present sight distance hazards when combined with on-street parking.

This portion of the road serves medium density housing and ends in a cul-de-sac.

There is no recovery area on Midas Ave. It is bound by curb, gutter, sidewalk and fi xed objects on both sides. It also has curb cuts in the sidewalk for most of its length that service residential driveways.

COLLISIONS

Accident records show that there were two collisions on Midas Ave. from 2015 to 2017.

Those accidents were in 2016.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Midas Ave. is 37 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

88 128
Road Name:

Midas Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Blvd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
1440
X
37 Class II bikeway on both sides of road.
30 - 39
30 2015 2016 2017
0 2 0
Whitney Blvd
Odessa Ct
Ronnie Ct
Ryan Ct
Lava Ct
Slate Ct
Lapis Ct
Clay Ct
Agate Ct
Midas Ave
1238
1238
!"$
RES
RES
RES
RES
RES
RES
RES
RES
RESRES
Midas Ave
89 129

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 1 1
45 0
44 0
43 0
42 1 1
41 1 1
40 1 1
39 1 1 1 1 1 5
38 1 1
37 1 1 1 1 1 5
36 1 1 1 3
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 1 1 7
30 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
29 1 1 1 1 1 1 6
28 1 1 1 1 1 1 1 1 8
27 1 1 1 3
26 1 1 2
25 1 1 1 3
24 1 1 2
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 Travel lanes, Painted
median, Bike lane on both
sides, recovery area, 47 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 2 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 32 MPH
Pace: 30-39 MPH
85th %: 37 MPH
Posted: 30 MPH
Thursday Time:
1:45pm - 2:53pm
Nick/Long

SPEED DATA
Ronnie ct/ Ryan ct
Segment: Whitney - End
Weather: Sunny Observer:

Street: Midas Location:

Length: .64 miles Direction: Both
Date:
05/03/2018
Day:
9/26/18
1106 11/23/18
30 90
130
N

IGHTWATCH DRIVE
Sierra College Boulevard to Echo Ridge Road
D

ESCRIPTION/LOCATION
N
ightwatch Drive from Sierra College Boulevard and Echo Ridge Road is a residential road that connects to Sierra College Boulevard. It is a 2 lane road with parking and no bike lanes on both sides. From Sierra College Boulevard to Orion Way there is a landscape center median and from Orion Way to Echo Ridge Road there is only a painted median.

T
here is no recovery area on Nightwatch Drive and the street is bound by curb and gutter on both sides.

COLLI
SIONS
A
ccident records show that there were six collisions on Meyers St from 2015 to 2017.

There was one accident in 2015, three accidents in 2016, and two accidents in 2017 SURV

EY RESULTS/RECOMMENDATION
Th
e 85 th percentile speed on Nightwatch Dr. is 30 MPH. It is recommended that the speed limit remain at 25 MPH. The 5 MPH reduction below the 85 th percentile is supported by this roadway’s residential density.
91 131
Road Name:

Nightwatch Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sierra College Blvd to Echo Ridge Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Raised Landscape
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
2455
X
30 Class II bikeway on both sides of road.
21 - 30
25 2015 2016 2017
1 3 2
Nightwatch Dr
Orion Way
Echo Ridge Rd
Longview Dr
Swallowsview Ct
Sierra College Blvd
Rocklin Border
Roseville Border!"$
RES
RES
RES

COM COM
92 132

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 0
33 1 1 1 1 4
32 1 1 2
31 1 1 1 1 1 5
30 1 1 1 1 1 1 1 1 8
29 1 1 1 1 1 5
28 1 1 1 3
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 1 1 1 1 1 1 13
25 1 1 1 1 1 1 1 1 1 1 1 1 1 13
24 1 1 1 1 1 5
23 1 1 1 1 1 1 1 1 1 1 1 1 12
22 1 1 1 1 1 5
21 1 1 1 1 1 5
20 1 1 1 3
19 1 1 1 1 1 5
18 1 1
17 1 1 2
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Orion Way
Segment: Sierra College Boulevard- Echo Ridge Rd.

Weather: Sunny Observer:

Street: Nightwatch Dr
Length: 0.17 mi Direction: both
Date:
07/12/2018
Day: Thursday Time:
10:30 -11:40 AM
Ali/Nick

SPEED DATA
85th %: 30 MPH
Posted: 25 MPH
Average: 25 MPH
Pace: 21-30 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 3 2
Resolution # Adopted:

ROADWAY CONDITIONS
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
One travel lane in each
direction with street parking.

There is a landscaped median
varying from 7' to 17' wide,
except for the last 375 ft, which
has no median or striping.
9/26/18
1106 11/23/18
25 93
133

OLD RANCH HOUSE ROAD
Whitney Ranch Parkway to Creek Hollow Drive

DESCRIPTION/LOCATION
Old Ranch House Road is a residential collector that runs North-South from Whitney Ranch Parkway to low and medium density residential neighborhoods. It is curvilinear and is marked for class 2 bike lanes on both sides of the street. Parking is not restricted and vehicles are frequently parked near the park locations. The roadway is divided by a painted double yellow roadway stripe. This road provides access to the recreation center, Pernu Park, and intersects with a community class 1 bike trail. North of Creek Hollow Drive, Old Ranch House Road transitions into medium density housing which directly fronts the street.

There is no recovery area on Old Ranch House Road. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
Accident records show that there were no collisions on Old Ranch House Road from 2020 to 2022.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Old Ranch House Road is 35 MPH. Per section 22358.6(b), a 5 MPH reduction is being recommended due to the adjacent park, residential development, class 1 bike trail connection, and the pedestrian access to the Whitney Ranch Clubhouse. The recommended speed limit for Old Ranch House Road is 30 MPH.

94 134
Road Name:

Old Ranch House Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Ranch Pkwy. to Creek Hollow Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 No Center Median
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
1737
X
35 Class II bikeway on both sides of road.
27-36
30 2020 2021 2022
0 0 0
Old Ranch House Rd
W
hitney Ranch Pkwy
Painted Pony Ln
Creek Hollow Dr
!"$
RES
RES
RES
1239
1239
1237
X
!"$
RES
RES
OPEN
SPACE
95 135

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 1 1
39 1 1
38 1 1 2
37 1 1 1 3
36 1 1 1 1 1 5
35 1 1 1 1 1 1 1 7
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 1 1 1 10
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 1 11
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 5
27 1 1 1 1 1 1 6
26 1 1 1 1 1 5
25 1 1 2
24 1 1
23 1 1
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
Resolution # Adopted:

TOTAL 0 0 0

ROADWAY CONDITIONS
2 travel lanes, double yellow
centerline, bike lane on both
sides, no recovery area, 36 feet
wide
INJURY 0 0 0
FATAL 0 0 0

ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 0
Average: 31 MPH
Pace: 27-36 MPH

SPEED DATA
Posted: 35 MPH
85th %: 35 MPH
Weather: Sunny Observer: Jose
Date: 11/28/2022 Day: Monday
Length: 0.79 Miles Direction: Both
Time: 9:00am - 10:45am
Street: Old Ranch House Road Location: Street Light C11824 Segment: Whitney Ranch Parkway - Creek Hollow Drive
8/30/23
96 136
P

ACIFIC STREET
City of Roseville Limit to Sunset Boulevard
D

ESCRIPTION/LOCATION
P
acific Street is a minor arterial roadway that parallels Interstate 80 and the Union Pacific R ailroad. This segment has adjacent land us e including professional offices, to commercial retail and to medium density housing. It has four lanes with a raised center median.

S
outhbound Pacific S treet close to the City of Roseville limit serves as an entry to westbound I -80. Just prior to I -80 the two southbound lanes merge into one , creating braking and following distance hazards. There is also a recycled auto parts store that has a high volume of commercial traffic which frequently blocks the roadway causing traffic to stop. Traffic from businesses in the area frequently cross lanes and enter designated turn lanes within raised center dividers. The abutting speed limit in the city of Roseville is 45 MPH.

P
acific Street is bound by curb, gutter and sidewalk with no recovery area.

OLLISIONS
Accident records show that there were 50 collisions on Pacific St. from 2015 to 2017.

There were fourteen accidents in 2015, twenty in 2016, and sixteen in 2017.

SURV
EY RESULTS/RECOMMENDATION CONTINUED ON NEXT PAGE.

T
he 85th percentile speed on Pacific St. is 52 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
97 137
Road Name:

Pacific St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Roseville Border to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway20
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
68'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123; X
X
X
26,851
X
52 Class II bikeway on both sides of road.
43 - 52
45 2015 2016 2017
14 16
Pacific St
Sunset Blvd
Woodside Dr
Plumber Way
Roseville Border
Rocklin Border
COM
Union Pacific Railroad
Union Pacific Railroad
COM
COM
COM

COM RES RES
123;123;
123;
98 138

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 1 1
56 0
55 0
54 1 1 1 1 4
53 1 1 1 1 4
52 1 1 1 1 1 1 1 1 1 1 1 11
51 1 1 2
50 1 1 1 1 1 1 1 7
49 1 1
48 1 1 1 1 1 1 1 1 1 1 1 11
47 1 1 1 1 1 1 1 1 1 9
46 1 1 1 1 1 1 6
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 5
43 1 1 1 1 1 1 1 1 1 1 1 11
42 1 1
41 1 1
40 1 1 1 1 1 1 6
39 1 1 1 3
38 1 1 1 1 4
37 1 1 2
36 1 1
35 0
34 0
33 1 1
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Plumber Wy
Segment: Roseville Border - Sunset
Weather: Sunny Observer:

Street: Pacific Location:

Length: 0.67 mi Direction: both
Date:
06/21/2018
Day: Thursday Time:
10:03 AM- 10:16 AM
Nick

SPEED DATA
85th %: 52 MPH
Posted: 45 MPH
Average: 46 MPH
Pace: 43-52 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 1 1
FATAL 0 0 0
TOTAL 14 20 16
Resolution # Adopted:

ROADWAY CONDITIONS
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
2 travel lanes, bike lanes on both
sides, no recovery area, painted
center median with
retroreflective markers, 37' wide
9/26/18
1106 11/23/18
45 99
139
P

ACIFIC STREET
Sunset Boulevard to Americana Way
D

ESCIRPTION/LOCATION
P
acific Street is a minor arterial roadway that parallels Interstate 80 and the Union Pacific R ailroad. This segment has adjacent land use of retail, commercial and mixed land use. It has four lanes with a raised center median.

T
hroughout this segment, numerous business entrances require slow turning movements. Cross traffic must clear two straight traffic lanes and a raised center divider to enter the desired direction.

P
acific Street is bound by curb, gutter and sidewalk with no recovery area.

OLLISIONS
Accident records show that there were 84 collisions on Pacific St. from 2015 to 2017.

There were twenty-five accidents in 2015, twenty-eight in 2016, and thirty-one in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile speed on Pacific St. is 44 MPH. It is recommended th at the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
100
140
1238
1238
1238 12381238
Road Name:

Pacific St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Americana Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
78'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
X
X
24,444
X
44 Class II bikeway on both sides of road.
36 - 45
40 2015 2016 2017
25 28 31
Sunset Blvd
Sierra Meadows Dr
Farron St
Grove St
COM
COM
Midas Ave
QUARRY
Americana Ave
COM
123:
123: 123:123:

Union Pacific Railroad
Union Pacific Railroad
Rocklin Rd
RES
123:
123: Pacific St
Pacific St
101
141

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 1 1 2
48 1 1
47 1 1 2
46 1 1 2
45 1 1 2
44 1 1 1 1 1 1 6
43 1 1 1 1 1 5
42 1 1 1 1 4
41 1 1 1 1 1 1 1 1 1 1 1 11
40 1 1 1 1 4
39 1 1 1 1 1 1 1 1 1 1 1 1 1 13
38 1 1 1 1 1 1 1 1 1 1 1 11
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 1 1 1 1 1 1 12
34 1 1 2
33 1 1 1 3
32 1 1 1 1 4
31 0
30 1 1
29 0
28 0
27 0
26 0
25 1 1
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Across from 5600 Pacific
Segment: Sunset- Americana
Weather: Sunny Observer:

Street: Pacific Location:

Length: 1.67 Miles Direction: both
Date:
06/07/2018
Day: Thursday Time:
12:28 PM- 12:38 PM
Nick/ Long

SPEED DATA
85th %: 44 MPH
Posted: 40 MPH
Average: 39 MPH
Pace: 36-45 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 11 6 3
INJURY 2 0 3
FATAL 0 0 0
TOTAL 25 28 31
Resolution # Adopted:

ROADWAY CONDITIONS
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
4 travel lanes, landscaped divider,
bke lane on each side, 78' wide
9/26/18
1106 11/23/18
40 102
142
P

ACIFIC STREET
Americana Way to Loomis Town Limit
D

ESCRIPTION/LOCATION
P
acific Street is a minor arterial roadway that parallels Interstat e 80 and the Union Pacific Railroad. This segment has adjacent land use including from professional offices, to commercial retail and to medium density housing.

P
acific Street north of Rocklin Road to Midas Avenue is densely populated with driveways to commercial businesses. Roadway geometry incorporates a curve, elevation changes, and has no shoulder. Cross traffic must clear two straight traffic lanes and a raised center divider to enter the desired direction. Pacific Street north of Midas Avenue is most ly commercial and incorporates one of two major commercial terminal access facilities for large trucks requiring specialized truck routes (STAA).

P
acific Street is bound by curb, gutter and sidewalk with no recovery area.

OLLISIONS
Accident records show that there were 31 collisions on Pacific St. from 2015 to 2017.

There were three accidents in 2015, nine in 2016, and nineteen in 2017.

SURV

EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Pacific St. is 45 MPH. It is recommended that the speed limit remain a t 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
103
143
Road Name:

Pacific St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Americana Way to Loomis Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
42'
2 Painted
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
12,506
X
45 37-46
40 2015 2016 2017
3 9 19
Sierra Meadows
Dr
Americana Way
Pacific StPacific St
Dominguez
Rd
Delmar Ave
Loomis Border
Rocklin Border
Anthony Ct
Union Pacific Railroad Union Pacific Railroad
Union Pacific Spur
123: 123:
123:123:

COM COM OPEN

SPACE COM
COM

IND IND
INDIND
104
144

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1 2
52 0
51 1 1
50 1 1 1 3
49 1 1 1 3
48 1 1
47 1 1 1 3
49 1 1
45 1 1 1 1 4
44 1 1 1 1 1 1 1 1 1 1 1 11
43 1 1 1 1 1 1 6
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 7
37 1 1 1 1 4
36 1 1 2
35 1 1 2
34 1 1 1 3
33 1 1 1 3
32 0
31 0
30 0
29 0
28 0
27 1 1
26 0
25 1 1
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
0 15 0
0 0
0 0
10 or lower 0
104
DATE
City Engineer
Across from Advantage
Segment: Americana - Loomis Border
Weather: Sunny Observer:

Street: Pacific Location:

Length: 0.97 mi Direction: Both
Date: 06/26/2018 Day: Tue Time: 12:18-12:30 PM
Nick / Ali

SPEED DATA
85th %: 45 MPH
Posted: 40 MPH
Average: 41 MPH
Pace: 37 - 46 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 1
INJURY 1 0 2
FATAL 0 0 0
TOTAL 3 9 19
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides no recovery area,
nonretroreflective yellow
markers with 2 way left turn
median, 67 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 105
145

PAINTED PONY LANE
Whitney Ranch Parkway to West Oaks Boulevard

DESCRIPTION/LOCATION
Painted Pony is a two-lane residential collector which connects Whitney Ranch parkway to West Oaks Boulevard. It provides access to Quarry Trail Elementary School and medium density housing. There is no parking on either side of the street, there are Class II bike lanes on both sides, and the roadway is divided by a painted double yellow roadway stripe.

There is no recovery area on Painted Pony Lane. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
Accident records show that there was one collision on Painted Pony Lane from 2020 to 2022.

This collision occurred in 2021.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Painted Pony Ln. is 38 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.

106
146
Road Name:

Painted Pony Ln.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Ranch Pkwy to West Oaks Blvd
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
2601
X
38 Class II bikeway on both sides of road.
28-37
35 2020 2021 2022
0 1 0
Whitney Ranch Pkwy
Painted Pony Ln !"$
!"$
RES
RES
RES
West Oaks Blvd
!"$
1239
1239
!"$
OPEN
SPACE
107
147

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 1 1
45 0
44 0
43 0
42 1 1 2
41 1 1 2
40 1 1 1 1 1 5
39 1 1 1 3
38 1 1 1 1 1 5
37 1 1 1 3
36 1 1 1 1 1 5
35 1 1 1 1 1 5
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 4
32 1 1 1 1 1 1 1 1 1 1 1 1 1 13
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 1 1 1 13
29 1 1 2
28 1 1 1 1 1 1 1 1 1 9
27 1 1 1 3
26 1 1 1 1 1 5
25 1 1 2
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Street: Painted Pony Lane Location: Street Light C12150 Segment: Whitney Ranch Parkway - West Oaks
Length: 0.37 Miles Direction: Both
Weather: Sunny Observer: Jose
Date: 10/26/2022 Day: Wednesday

SPEED DATA
Posted: 35 MPH
Time: 1:15pm - 2:30pm
85th %: 38 MPH
Average: 33 MPH
YEAR 2020 2021 2022
Pace: 28-37 MPH

ACCIDENT HISTORY
INJURY 0 0 0
PDO 0 1 0
TOTAL 0 1 0
FATAL 0 0 0
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, double yellow
centerline, bike lane on both
sides, no recovery area, 36 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
8/30/23
108 148
P

ARK DRIVE
City of Roseville Limit to Sunset Boulevard
D

ESCRIPTION/LOCATION
P
ark Drive is a four -lane minor arterial that ranges from 56 feet to 96 feet in width with a raised landscaped median . This segment serves a medium density housing area and connects a residential area in Rocklin to residential areas in Roseville.

T
his segment also provides access to an elementary school, contributing to pedestrian activity during school pick up and drop off times. At the intersection of Park and Sunset there are multiple commercial retailers . The abutting speed limit in the city of Roseville is 45 MPH.

T
here is no recovery area on Park Drive as it is bound by curb, gutter, sidewalk and fixed objects on both sides, leaving no recovery area for errant vehicles. There is a painted class II bike lane and parking is restricted on all of Park Drive.

OLLISIONS
Ac
cident records show that there were thirty collisions on Park Dr. from 201 5 to 2017.

There were twelve in 2015, twelve in 2016, and six in 2017.

SURV

EY RESULTS/RECOMMENDATION
Fo
r park D r. the 85 th percentile speed is 51 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
109
149
Road Name:

Park Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Roseville Border to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
96'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123; X
X
X
X
26,851
X
51 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
12 12 6
Badger Pass Dr
Collet Quary Dr
King Pine Dr
Big Sky
Dr Arnold Dr Canary Dr
Sunset Blvd
Solitude W
y
Sandy Trail W
y
Misty
HollowDr
Quarry W
y
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN

SPACE OPEN
SPACE
RES

RES RES
RES
RES
RES
COM
COM
COMPark Dr
123;
123;123;
City of Roseville
City of Rocklin
COM
110
150

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 0
58 0
57 1 1
56 1 1
55 1 1
54 1 1 1 3
53 1 1 2
52 1 1 1 1 1 5
51 1 1 1 1 4
50 1 1 1 1 1 1 1 1 1 9
49 1 1 1 1 1 5
48 1 1 1 1 1 5
47 1 1 1 1 1 1 1 1 1 1 1 1 12
46 1 1 1 1 1 1 1 7
45 1 1 1 1 1 1 1 1 1 1 1 1 12
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 5
41 1 1 1 1 1 5
40 1 1
39 1 1 1 1 4
38 1 1
37 1 1
36 0
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Solitude Way / Big SkyDr
Segment: City Limit - Sunset
Weather: Sunny Observer:

Street: Park Dr Location:

Length: 0.59 Miles Direction: both
Date:
04/24/2018
Day: Tuesday Time:
9:43am - 10:10am
Ali

SPEED DATA
85th %: 51 MPH
Posted: 45 MPH
Average: 46 MPH
Pace: 41 - 50 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 6 3 0
INJURY 1 1 0
FATAL 0 0 0
TOTAL 12 12 6
Resolution # Adopted:

ROADWAY CONDITIONS
two lanes in both directions,
bike lane on both sides, 37 feet
wide median, sidewalks on
both sides, no recovery area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 111
151
P

ARK DRIVE
Sunset Boulevard to Stanford Ranch Road
D

ESCRIPTION/LOCATION
Park
Drive from Sunset Boulevard to Stanford Ranch Road is a 4 lane minor arterial road.

There is no parking on either side of the street and bike lanes going in both directions.

Park Drive provides access to residential homes, Twin Oaks Elementary school, T win Oaks Park and senior living apartments . Near the medium-high density residences there is pedestrian activity crossing the street to access the parks, schools and churches.

There is a raised landscape median throughout the section of roadway.

T
here are no recovery areas on Park Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
A
ccident records show that there were forty -three collisions on Park Dr. from 2015 to 2017. There were fourteen in 2015, thirteen in 2016, and sixteen in 2017.

SURV

EY RESULTS/RECOMMENDATION
Fo
r Park Dr. the 85 th percentile speed is 50 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
112
152
Road Name:

Park Dr
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd to Stanford Ranch Rd
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
82'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
X
15,814
X
50 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
14 13 16
Sunset Blvd
Farrier Rd
Villa Serena Wy
Theona Wy
Stanford Ranch Rd
RES
RES
RES
RES
COM
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN

SPACE PARK
COM
COM

OPEN SPACE
123;
Park Dr
123;
123;
123;
123;
123;
113
153

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 1 1
58 1 1
57 0
56 0
55 1 1 2
54 1 1 1 3
53 1 1 1 3
52 1 1 2
51 1 1
50 1 1 1 1 1 1 1 7
49 1 1 1 1 1 1 1 7
48 1 1 1 1 1 1 1 7
47 1 1 1 1 1 1 1 1 1 1 1 1 12
46 1 1 1 1 1 1 1 1 1 1 1 11
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 1 1 1 8
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 1 6
41 1 1 1 1 1 1 1 1 1 1 1 11
40 1 1 2
39 1 1
38 1 1
37 1 1 2
36 1 1
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
108
DATE
City Engineer
Twin Oaks Park
Segment: Sunset - Stanford Ranch
Weather: Sunny Observer:

Street: Park Dr Location:

Length: 1.25 Miles Direction: both
Date:
05/01/2018
Day: Tuesday Time:
12pm - 12:45pm
Ali

SPEED DATA
85th %: 50 MPH
Posted: 45 MPH
Average: 46 MPH
Pace: 41 - 50 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 8 2 5
INJURY 0 0 1
FATAL 0 0 0
TOTAL 14 13 16
Resolution # Adopted:

ROADWAY CONDITIONS
2 lanes in each direction
separated by a 15 ft landscape
median, sidewalks on both
sides and bike lanes in each
direction
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 114
154

PARK DRIVE
Stanford Ranch Road to Crest Drive

DESCRIPTION/LOCATION

Park Drive from Stanford Ranch Road to Crest Drive is a 4 lane minor arterial road. There is no parking on either side of the street and there are bike lanes going in both directions. Park Drive provides access to residential homes and Granite Oaks Middle School. This segment may also contain traffic from Rocklin High students as well as traffic due to Breen elementary school. This road experiences increased traff ic volumes in the mornings and afternoons due to school schedules. Park Drive also provides access to many businesses. There is a raised landscape median throughout the section of roadway.

There are no recovery areas on Park Drive. It is bound by curb, g utter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS

Accident records show that there were thirty -six collisions on Park Dr. from 2015 to 2017. There were nine in 2015, ten in 2016, and fifteen in 2017.

SURVEY RESULTS/RECOMMENDATION

For Park Dr. the 85
th percentile speed is 49 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
115
155
Road Name:

Park Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Stanford Ranch Rd. to Crest Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
96'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
X
4561
X
49 Class II bikeway on both sides of road.
40 - 49
45 2015 2016 2017
9 10 15
Stanford Ranch Rd
Bay St
Shelton St
Wyckford
Blvd
Cameron Dr
Blaydon Rd
Hillcrest Rd Live Oak Ln
W
hitney Oaks Dr
Springfield
Dr
Crest Dr!"$
Sceptre DrVictory DrCOM
COM
RES
RES
RES
RES
SCHOOL
OPEN
SPACE
RES
OPEN
SPACE
RES
OPEN
SPACE
RES
COM
RES
123;
Royal Rd
Park Dr
X
X
123;
ËÌ
123;
ËÌ
123;
123;
123;
123;
ËÌ
123;
ËÌ
116
156

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1 2
51 1 1 1 3
50 1 1 1 1 1 1 1 7
49 1 1 1 3
48 1 1 1 1 4
47 1 1 1 3
46 1 1 1 1 1 1 1 1 1 9
45 1 1 1 1 1 1 6
44 1 1 1 1 1 1 1 7
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1
38 1 1 2
37 1 1 1 1 4
36 1 1 1 3
35 1 1 1 1 4
34 0
33 1 1 2
32 1 1
31 1 1
30 1 1 2
29 0
28 1 1
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Live Oak Ln
Segment: Stanford Ranch - Crest
Weather: Sunny Observer:

Street: Park Dr Location:

Length: 1.3 Miles Direction: both
Date:
05/01/2018
Day: Tuesday Time:
11am - 12pm
Ali

SPEED DATA
85th %: 49 MPH
Posted: 45 MPH
Average: 43 MPH
Pace: 40 - 49 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 6 0 6
INJURY 0 1 0
FATAL 0 0 0
TOTAL 9 10 15
Resolution # Adopted:

ROADWAY CONDITIONS
15 foot median with two lanes
in each direction bike lanes on
both sides and no recovery
area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 117
157
P

ARK DRIVE
Crest Drive to Whitney Ranch Parkway/Whitney Oaks Drive D

ESCRIPTION/LOCATION
P
ark Drive from Crest Drive to Whitney Ranch Parkway/Whitney Oaks Drive is a 4 lane minor arterial road. There is no parking on either side of the street and bike lanes going in both directions. Park Drive provides access to residential homes and Boulder Ridge Park. There is a painted center median throughout the section of roadway. Roadway geometry includes vertical and horizontal curves. At Pioneer Way, Park Drive turns into Whitney Ranch Parkway for 0.3 miles before becoming a left turn only onto Whitney Oak Drive.

T
here are no recovery areas on Park Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

OLLISIONS
Ac
cident records show that there were seven collisions on Park Dr. from 2015 to 2017.

There was one in 2015, two in 2016, and four in 2017.

SURV

EY RESULTS/RECOMMENDATION
Fo
r Park Dr. the 85 th percentile speed is 52 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
118
158
Road Name:

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Park Dr.

Crest Dr. to Intersection of Whitney Ranch Parkway
and Whitney Oaks Drive
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
56'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
4561
52 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
1 2 4
Crest Dr
Coldwater Dr
Pioneer Wy
Park Dr Black Oak Dr
RES
OPEN
SPACE

INDOPEN
SPACE
RES
RES
RES
RES
RES
!"$
!"$
!"$
Tahoe Vista
Dr
123;
123;
123;
123;
123;
123;
123;
123;
Park Dr
Park Dr
X
119
159

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 1 1
0 0
60 1 1 1 3
59 1 1
58 1 1 2
57 0
56 1 1 2
55 1 1
54 1 1 2
53 1 1 2
52 1 1 2
51 1 1 1 1 4
50 1 1 1 1 1 5
49 1 1 2
48 1 1 1 1 4
47 1 1 1 1 1 1 1 1 8
46 1 1 1 1 4
45 1 1 1 1 1 5
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 1 6
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 5
40 1 1 1 1 1 5
39 1 1 2
38 1 1 1 1 1 5
37 1 1
36 1 1 1 1 1 1 1 7
35 1 1 2
34 1 1 2
33 0
32 0
31 1 1
30 1 1
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Coldwater Pl
Segment: Crest - Pioneer
Weather: Sunny Observer:

Street: Park Dr Location:

Length: 1.92 Miles Direction: both
Date:
05/17/2018
Day: Thursday Time:
1:30pm - 2:45pm
Ali

SPEED DATA
85th %: 52 MPH
Posted: 45 MPH
Average: 45 MPH
Pace: 41 - 50 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 2 4
Resolution # Adopted:

ROADWAY CONDITIONS
2 lanes in each direction, no
center divider, sidewalk with a
lot of pedestrian activity. Bike
lanes in each direction with no
recovery area.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 120
160
R

ANCH VIEW DRIVE
Wildcat Boulevard to Spring Creek Drive
D

ESCRIPTION/LOCATION
R
anch View Drive is a two -lane collector that is 36 feet wide with a painted centerline .

The road runs east-west with a length of 0.6 miles. There are four (4) total intersections, one is stop controlled at Spring Creek Drive and one is signalized at Wildcat Boulevard.

Ranch View Drive is bordered by Whitney High School, medium and high density residential neighborhoods, and offices.

T
here is no recovery area on Ranch View Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

A c
lass II bike lane runs on both sides of the road and parking has been restricted on both sides of the road.

OLLISIONS
A
ccident records show that there were two collisions on Ranch View Dr . from 2015 to 2017. These accidents occurred in 2015.

SURV

EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Ranch View Dr. is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
121
161
Road Name:

Ranch View Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Wildcat Blvd. to Spring Creek Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
9478
X
40 Class II bikeway on both sides of road.

High pedestrian volume due to high school.
31 - 40
35 2015 2016 2017
2 0 0
East Joiner Pkwy
Abilene Cir Stageline Cir
Spring Creek Dr
!"$HIGH

SCHOOL OPEN SPACE

RES RES RES
RES
1239
Ranch View Dr
X
X
W
ildcat Blvd
1239
ËÌ
HIGH
SCHOOL
122
162

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 0
51 0
50 0
49 1 1 2
48 0
47 1 1
46 0
45 0
44 1 1
43 1 1
42 1 1
41 1 1 1 3
40 1 1 1 1 1 1 6
39 1 1 1 1 1 5
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 7
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 1 1 1 6
30 1 1 1 3
29 1 1 1 1 4
28 1 1 2
27 1 1
26 0
25 1 1 1 3
24 0
23 0
22 1 1
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Faculty Parking lot
Segment: Wildcat - Spring Creek
Weather: Sunny Observer:

Street: Ranch View Dr Location:

Length: 0.56 Miles Direction: both
Date:
07/03/2018
Day: Tuesday Time:
9:08am - 10:38am
Ali

SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 35 MPH
Pace: 31 - 40 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 0 0
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, no recovery area,
painted center median, 35 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 123
163

RAWHIDE ROAD
Midas Avenue to End

DESCRIPTION/LOCATION

Rawhide Road is a two lane residential collector road that is 48 feet wide with a painted centerline. The street begins at Midas Avenue and terminates 1.45 miles to the north east. Rawhide serves low density residen ces along its length and also serves several adjoining residential st reets. Designated parking and bike lanes run the full length of the roadway on both sides.

There is no recovery area on Rawhide R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

Accident records show that there were zero collisions on Rawhide Rd . from 20 15 to 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Rawhide Rd. is 37 MPH. It is recommended that the speed limit remain at 30 MPH in accordan ce with section 21400(b) of the California Vehicle Code.

124
164
1238
12381238
Road Name:

Rawhide Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Midas Ave. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
48'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
1234
37 Class II bikeway on both sides of road.
28 - 37
30 2015 2016 2017
0 0 0
Midas Ave
Spring
Valley Rd
Buckskin
Ct
Cim
maron
Ct
Tubleweed
Ct
Dry Gulch Ct
Creekwood Dr
Nissan
Dr
Rawhide
Ct
Wood Glen Ct
Clover Valley Rd
!"$ 1238
End
Rawhide Rd
PARK
RES
RES
RES
RES
RES
RES
RES
RES
RES
X
1238 12381238
RES
125
165

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1
41 1 1 2
40 1 1 1 3
39 1 1 2
38 1 1 1 3
37 1 1 1 1 1 1 1 1 8
36 1 1 1 1 1 1 1 1 1 1 1 11
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 6
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 7
29 1 1 1 1 1 1 1 1 8
28 1 1 1 1 1 1 1 7
27 1 1 2
26 0
25 1 1 1 3
24 0
23 1 1 2
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides,
recovery area, 50 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: 28 - 37 MPH
85th %: 37 MPH
Posted: 30 MPH
Thursday
and Friday Time:
10:47am - 11:45am/12:46pm -
2:02pm/10:18am - 10:54am
Long/Ali

SPEED DATA
Creekwood Dr
Segment: Midas - End
Weather: Sunny Observer:

Street: Rawhide Location:

Length: 1.45 Miles Direction: both
Date:
06/28/2018
6/27/2018 Day:
9/26/18
1106 11/23/18
30 126
166
RO

CKLIN ROAD
5th Street to Pacific Street
D

ESCRIPTION/LOCATION
T
his section of Rocklin Road is a two lane arterial roadway with portions of raised, landscaped median with turn pockets. It connects community park and school areas to atrial roadway networks. On the westerly end, the road narrows down to one tra vel lane in each direction with a painted center divider. This segment of Rocklin R oad also contains a railroad crossing between Front Street and after Pacific Street.

T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
Accident records show that there were two collisions on Rocklin Rd. from 2015 to 2017.

There were 0 accidents in 2015, 1 in 2016, and 1 in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 35 MPH. It is recommended that the speed limit be increased to 30 MPH from 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
127
167
Road Name:

Rocklin Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Fifth St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
3435
X
35 Class II bikeway on both sides of road.
24 - 33
30 2015 2016 2017
0 1 1
5th St
4th St
3rd St
2nd St
1st St
Railroad Ave
Alley
Alley
Bush St
Alley
Pacific St
!"$ Rocklin RdRES

RES RES

RES RES
RES

RES RES
CHURCH
OPEN
SPACE
OPEN
SPACE
COMCOM
OPEN
SPACE
COM
12381238
1238
128
168

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 1 1 2
39 0
38 0
37 1 1 1 3
36 1 1 1 3
35 1 1 1 1 4
34 1 1 1 3
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 7
31 1 1 1 1 1 1 1 1 8
30 1 1 1 1 1 1 1 1 1 1 1 1 1 13
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 1 1 7
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 7
25 1 1 1 1 4
24 1 1 1 1 1 1 1 1 1 1 1 11
23 1 1
22 1 1 1 1 1 1 6
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
111
DATE
City Engineer
3460 Rocklin Rd
Segment: 5th - Pacific
Weather: Sunny Observer:

Street: Rocklin Rd. Location:

Length: 0.33 mi Direction: Both
Date:
06/21/2018
Day: Thurs Time:
10:24 AM - 11:45 AM
Nick

SPEED DATA
85th %: 35 MPH
Posted: 25 MPH
Average: 29 MPH
Pace: 24 - 33 MPH

ACCIDENT HISTORY
YEAR 2013 2014 2015
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 0 1 1
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, recovery area,
nonretroreflective yellow
marker center median, 42 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 129
169
RO

CKLIN ROAD
Pacific Street to Granite Drive
D

ESCRIPTION/LOCATION
This section of Rocklin Road is a four lane arterial roadway with portions of raised, landscaped median s with turn pockets along with a two-way left turn lane. It serves mixed use land with businesses.

T
his segment contains two roun dabouts, located at Meyers Street and South Grove Street helping serve multiple access points to Rocklin Rd. from medium density residential areas.

T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
A
ccident records show that there were thirty -one collisions on Rocklin Rd. from 2015 to 2017. There were twelve accidents in 2015, ten in 2016, and nine in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
130
170
Road Name:

Rocklin Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Granite Dr. to Pacific St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
76'
4 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
X
16,886
X
39 Class II bikeway on both sides of road.
31 - 40
35 2015 2016 2017
12 10 9
Granite Dr
Pacific St
Rocklin Rd
Rocklin Rd
Meyers St
Grove St
High St
San Francisco St
12391239
1239
1239
131
171

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 1 1
46 0
45 1 1
44 1 1 2
43 0
42 1 1 1 3
41 1 1 2
40 1 1 1 1 1 5
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 1 1 1 1 9
37 1 1 1 1 4
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 1 1 1 1 1 9
30 1 1 1 3
29 1 1 1 3
28 1 1 2
27 1 1 2
26 1 1
25 0
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
City Hall
Segment: Granite - Pacific
Weather: Clear Observer:

Street: Rocklin Rd. Location:

Length: 0.54mi Direction: Both
Date:
08/20/2015
Day: Thurs Time:
8:45 P.M. - 11:41 P.M.

Long Nguyen

SPEED DATA
85th %: 39 MPH
Posted: 35 MPH
Average: 35 MPH
Pace: MPH

ACCIDENT HISTORY
YEAR 2013 2014 2015
PDO 5 3 1
INJURY 1 0 0
FATAL 0 0 0
TOTAL 12 10 9
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
painted center median with 2
way left turn, 73 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 132
172
RO

CKLIN ROAD
Granite Drive to El Don Drive

DESCRIPTION/LOCATION
Th
is section of Rocklin Road is a four lane arterial roadway with portions of raised, landscaped median with turn pockets along with a two-way left turn lane. It serves Sierra College, many residential roads, many commercial driveways - resulting in high commercial vehicle volume - and is a major route through the city with access to Interstate 80.

T
his segment cont ains entrances to both on and off ramps of Interstate 80. One of Rocklin Road's major traffic generators is Sierra College, which borders a large portion of Rocklin Rd. between Sierra College Boulevard and El Don Dr ive. During peak hours the college great ly contributes to the congestion between Interstate 80 and El Don Dr ive and leads to some of the largest traffic volumes within the City Of Rocklin.

T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
A
ccident records show that there were a hundred and six collisions on Rocklin Rd. from 2015 to 2017. There were thirty -six accidents in 2 015, forty -one in 2016, and twenty - nine in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Rocklin Rd. is 46 MPH. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
133
173
Road Name:

Rocklin Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

El Don Dr. to Granite Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
70'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
28,532
X
46 Class II bikeway on both sides of road
Heavy pedestrian volume due to college
37 - 46
40 2015 2016 2017
36 41 29
Rocklin Rd.Rocklin Rd.
§¨¦80
§¨¦80
Granite Dr.

Aguilar Rd.China Garden Rd.

El Don Dr.

COM
COM

COM COMRES
RES

SIERRA COLLEGEOPEN
X
123:123:
123:
134
174

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1 2
51 1 1 2
50 1 1
49 1 1
48 1 1 1 1 4
47 1 1 2
46 1 1 1 1 1 1 1 7
45 1 1 1 1 1 1 1 1 1 9
44 1 1 1 1 1 1 6
43 1 1 1 1 1 1 1 1 1 1 1 1 12
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 4
39 1 1 1 1 1 1 6
38 1 1 1 1 1 5
37 1 1 1 1 1 5
36 1 1 1 1 1 1 6
35 1 1 1 1 1 5
34 1 1
33 1 1 2
32 0
31 1 1
30 0
29 0
28 0
27 0
26 1 1
25 0
24 0
23 0
22 0
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Light Pole #831
Segment: Granite - El Don
Weather: Sunny Observer:

Street: Rocklin Location:

Length: 0.61 mi Direction: both
Date:
06/21/2018
Day: Thursday Time:
1:05 PM- 1:23 PM
Nick/ Ali

SPEED DATA
85th %: 46 MPH
Posted: 40 MPH
Average: 41 MPH
Pace: 37-46 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 4 13 4
INJURY 3 1 3
FATAL 0 0 0
TOTAL 36 41 29
Resolution # Adopted:

ROADWAY CONDITIONS
Two lanes in both directions
with a bike lane. There is a 13
ft wide landscaped median,
with no recovery area.

Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 135
175
RO

CKLIN ROAD
El Don Drive to Town of Loomis Border
D

ESCRIPTION/LOCATION
This section of Rocklin R oad is a four lane arterial roadway with portions of raised, landscaped median with turn pockets along with a two-way left turn lane. It serves Sierra College, residential areas and it is part of the circulation element between Rocklin and Loomis.

O
ne of Rocklin Road's major traffic generators is Sierra College, which borders a large portion of Rocklin Road between Sierra College Boulevard and El Don Dr ive. During peak hours the college greatly contributes to congestion surrounding the area, and onto Sierra College Boulevard.

T
here is no recovery area on Rocklin R oad. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides e xcept for the north side of Rocklin Road nearest to the Loomis border.

OLLISIONS
A
ccident records show that there were seventy -three collisions on Rocklin Rd. from 2015 to 2017. There were twenty -eight accidents in 2015, twenty -one in 2016, and twenty-four in 2017.

SURV

Rocklin Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Loomis Border to El Don Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
X
11,616
X
46 Class II bikeway on both sides of road
Heavy pedestrian volume due to college
36 - 45
40 2015 2016 2017
28 21 24
Rocklin Rd.

Sierra College Blvd.

Rocklin Rd.

El Don Dr.

Havenhurst Cir.

Sierra College Blvd. RES
OPEN

RES COM

SIERRA COLLEGESIERRA COLLEGE

SIERRA COLLEGE

PARKING
RESCOM
Loomis Border
Rocklin Border
Loomis Border
Rocklin Border
X
123:123:123:
123: 123:
137
177

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 1 0 1 52 02 53 0
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 0
58 0
57 1 1
56 1 1
55 0
54 111 3
53 0
52 1 1
51 0
50 1 1
49 11 2
48 1111 4
47 1 1
46 1111 4
45 111111 6
44 111 3
43 111111 6
42 111111111 9
41 111111111 9
40 111 3
39 11111111 8
38 111111111 1 1111 1 1 5
37 111111111 1 1 11
36 1111 4
35 11111111 8
34 1111 4
33 11 2
32 1 1
31 11 2
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
110
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
landscape center median,
nonretroreflective yellow
markers with 2 way left turn
lane median and 72 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 000
TOTAL 28 21 24
PDO 91 04
INJURY 204

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 41 MPH
Pace: 36 - 45 MPH
85th %: 46 MPH
Posted: 40 MPH
Tuesday Time: 12pm - 12:10pm
Long/Nick

SPEED DATA
Streetlight #Z1648
Segment: El Don Dr - Loomis Border
Weather: Sunny Observer:

Street: Rocklin Rd Location:

Length: 0.74 Miles Direction: both
Date:
06/21/2018
Day:
9/26/18
1106 11/23/18
40 138
178
SC

ARBOROUGH DRIVE
Sierra College Boulevard to City of Roseville Border
D

ESCRIPTION/LOCATION
Sc
arborough Drive is a two lane collector that provides access to residential neighborhoods, one neighborhood park, and an elementary school. It runs between Sierra College Boulevard on the east and the Ci ty of Roseville on the west, and has numerous horizontal and vertical curves. Between Sierra College Boulevard and Helmsdale Way there is a landscaped center median. There is a class II bikeway on both sides of the roadway. Traffic and pedestrian volumes are high during the morning and afternoon peak hours due to the adjacent elementary school. The abutting speed limit in the city of Roseville is 40 MPH.

T
here is no recovery area on Scarborough Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
Ac
cident records indicate that there were two collisions on Scarborough Dr. from 2015 to 2017. There was one accident in 2015, zero in 2016, and one in 2017.

SURV

EY RESULTS/RECOMMENDATION
The 85 th percentile speed on Scarborough Dr. is 43 MPH. It is recommended tha t the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
139
179
Road Name:

Scarborough Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sierra College Blvd. to Roseville Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
50'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
1909
43 Class II bikeway on both sides of road.
35 - 44
35 2015 2016 2017
1 0 1
Sierra CollegeBlvd
Camborne Wy
Tadworth Wy
Helmsdale Wy
Yarrow Wy
Ballantrae Wy
!"$
!"$
!"$
SCHOOL
SCHOOL
RES
RES
OPEN
SPACE
RES
RES
OPEN
SPACE
RESRES
RES
RESRES
RES
RES
X
Scarborough Dr
1237
ËÌ
1237
ËÌ
1237
ËÌ
1239
Roseville Border
Rocklin Border
Roseville Border
Rocklin Border
140
180

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1
51 0
50 0
49 1 1
48 0
47 1 1 1 3
46 1 1
45 1 1 1 1 1 1 1 7
44 1 1 2
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 1 1 10
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 6
36 1 1 1 1 4
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 2
33 1 1 2
32 1 1 2
31 1 1 2
30 0
29 0
28 1 1
27 0
26 1 1 2
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, 36' wide, bike
lane on both side, painted
divider, no recover area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 0 1
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 39 MPH
Pace: 35 - 44 MPH
85th %: 43 MPH
Posted: 35 MPH
Tue Time:
1:12 P.M. - 2:16 P.M.

Long Nguyen

SPEED DATA
False Ravine Trail / Claudio
Segment: Sierra College - End
Weather: Sunny Observer:

Street: Scarborough Location:

Length: 0.84 mi Direction: both
Date:
04/24/2018
Day:
9/26/18
1106 11/23/18
35 141
181

SCHRIBER WAY
Sierra College Boulevard to Lakepointe Drive

DESCRIPTION/LOCATION

Schriber W ay is a collector street running eas t west from Sierra College Boulevard to Lakepointe Dr ive. This segment connects medium density housing , Sierra College Boulevard and the Crossing Shopping Center. Schriber Way has a painted center median with class ll bike lanes

There is no recovery area or parking along Schriber W ay. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

Accident records indicate that there were eleven collisions on Scarborough Dr. from 2015 to 2017. There was one accident in 2015, two in 2016, and eight in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Schriber Wy. is 37 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
142
182
Road Name:

Schriber Way
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sierra College Blvd to Lakepointe Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
43'
2 Non-Retroreflective Yellow Markers
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
X
3622
X
37 Class II bikeway on both sides of road.
29 - 38
30 2015 2016 2017
1 2 8
Schriber Way
Sierra College Blvd
Lakepointe Dr
Bass Pro
!"$
!"$
COM
COM
COM
RES
RES
1237
143
183

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 1 1
41 0
40 1 1 1 3
39 1 1
38 1 1 1 1 1 1 6
37 1 1 1 1 1 5
36 1 1 1 1 1 5
35 1 1 1 3
34 1 1 1 1 1 1 1 1 1 1 10
33 1 1 1 1 1 1 1 7
32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
31 1 1 1 3
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 1 8
28 1 1
27 1 1 1 3
26 1 1 2
25 1 1 1 3
24 1 1 1 3
23 1 1 1 1 4
22 1 1 1 1 1 5
21 0
20 0
19 1 1
18 1 1
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Green Acres Sidelot
Segment: Sierra College Blvd. - Lakepointe
Weather: Sunny Observer:

Street: Schriber Location:

Length: 0.34 mi Direction: both
Date:
06/26/2018
Day: Tuesday Time:
12:56-2:10pm
Nick/Ali

SPEED DATA
85th %: 37 MPH
Posted: MPH
Average: 31 MPH
Pace: 29-38 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 1
INJURY 0 0 1
FATAL 0 0 0
TOTAL 1 2 8
Resolution # Adopted:

ROADWAY CONDITIONS
0One lane in each direction,
Bike lanes, Center turn lane
with no recovery area or street
parking, 42 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 35
144
184
SI

ERRA COLLEGE BOULEVARD
Town of Loomis to Placer County
D

ESCRIPTION/LOCATION
Sie
rra College Boulevard is a two-lane, undivided major arterial with no more than one through lane of travel in each direction with a painted center median. There ar e no bike lanes on both sides; however this segment is frequently used by bicyclists. T his portion serves traffic volumes traveling to and from the Rocklin, Loomis, and Lincoln areas.

There are portions of steep hillsides with metal beam guard rail. There is no recovery area and no curb and gutter on either side.

OLLISSIONS
Ac
cident records indicate that there were zero collisions on Sierra College Blvd. from 2015 to 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Sierra College Blvd. is 64 MPH. It is recommended t hat the speed limit remains 55 MPH in accordance with section 22349 of the California Vehicle Code. The recommended speed limit continues the 55 MPH speed limit in Placer County to the north, and the adjacent speed limit to the south in the Town of Loomis is 50 MPH on Sierra College Boulevard.
145
185
Road Name:

Sierra College Blvd
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Loomis to Placer County
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Painted
55 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123=
X
X
X
11,789
X
64 Class II bikeway on both sides of road.
54 - 63
55 2015 2016 2017
0 0 0
Sierra College Blvd
Placer County
Loomis Border
Rocklin Border
Rocklin Border
123=
146
186

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 1 1 1 1 1 1 1 1 1 1 1 1 1 13
1 1 1 3
1 1 2
1 1 1 1 1 1 1 7
1 1 1 1 1 1 6
60 1 1 1 1 1 1 1 1 1 9
59 1 1 1 1 1 1 1 1 8
58 1 1 1 1 1 1 1 1 1 1 10
57 1 1 1 1 1 1 6
56 1 1 1 1 1 1 6
55 1 1 1 1 1 1 1 1 1 1 1 1 12
54 1 1 1 1 1 1 1 1 8
53 1 1 2
52 1 1
51 1 1 1 1 1 5
50 1 1 1 3
49 0
48 0
47 1 1
46 0
45 0
44 1 1
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 0
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 lanes, no Bike lane, no
recovery area, painted center
median, 43 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 0 0 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 58 MPH
Pace: 54 - 63 MPH
85th %: 64 MPH
Posted: 55 MPH
Wednesday Time:
11am - 11:10am
Long/Nick

SPEED DATA
turn out
Segment: Loomis - Placer County
Weather: Sunny Observer:

Street: Sierra College Blvd Location:

Length: 1 Mile Direction: both
Date:
06/13/2018
Day:
9/26/18
1106 11/23/18
55 147
187
SI

ERRA COLLEGE BOULEVARD
Granite Drive to Dominguez Road/Bass Pro
D

ESCRIPTION/LOCATION
Sie
rra College Boulevard is a 5 lane major arterial road with a painted center median and from Granite Drive to Commons Drive there is a raised center median. Th ere are 3 lanes traveling north bound and 2 lanes traveling southbound with bike lanes and no parking on both sides. This portion serves as a ccess road for Highway 80, and a major shopping center.

T
here is no recovery area and the road is bound by curb and gutter on both sides.

OLLISIONS
Ac
cident records indicate that there were seventy-two collisions on Sierra College Blvd. from 2015 to 2017. There were twenty-five accidents in 2015, twenty-three in 2016, and twenty-four in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed on Sierra College Blvd. is 47 MPH. It is recommended that the speed limit remains 40 MPH in accordanc e with section 21400(b) of the California Vehicle Code. The 5 MPH reduction below the 85 th percentile is supported by this roadway’s heavy traffic volume, and a Pace Speed of 37 -46 MPH and the number of collisions.
148
188
Road Name:

Sierra College Blvd
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Granite Dr. to Dominguez Rd (Bass Pro)
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
66'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123: X
X
X
11,789
X
47 Class II bikeway on both sides of road.
36 - 45
40 2015 2016 2017
25 23 24
Sierra Collge Blvd
Bass Pro
Granite Dr
COM
COM
COM

CHURCH COM COM
§¨¦80
§¨¦80
123: 123:123:

Dominguez Rd
Schriber Way
149
189

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
1 1
0 0
0 60 1 1
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1 2
50 1 1
49 1 1 1 1 1 1 6
48 1 1 1 3
47 1 1 1 1 1 1 1 7
46 1 1 2
45 1 1 1 1 1 1 6
44 1 1 1 1 4
43 1 1 2
42 1 1 1 1 1 1 1 1 8
41 1 1 1 1 4
40 1 1 1 1 1 1 1 1 1 1 1 11
39 1 1 1 1 4
38 1 1 1 1 1 1 1 1 8
37 1 1 1 1 1 1 1 1 1 9
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 6
34 1 1 1 1 1 5
33 1 1
32 1 1 1 3
31 0
30 1 1 2
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Commons Dr/ SCB intersection
Segment: Granite- BassPro
Weather: Sunny Observer:

Street: Sierra College Blvd Location:

Length: 0.48 mi Direction: both
Date:
06/21/2018
Day: Thursday Time:
2:05PM- 2:18 PM
Nick/Ali

SPEED DATA
85th %: 47 MPH
Posted: 40 MPH
Average: 41 MPH
Pace: 36-45 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 4 3 2
INJURY 2 2 3
FATAL 0 0 0
TOTAL 25 23 24
Resolution # Adopted:

ROADWAY CONDITIONS
5 travel lanes bike lanes on
both sides no recovery area,
painted center median, 73 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 150
190
SIE

RRA COLLEGE BOULEVARD
Dominguez Road/Bass Pro to Rocklin Road
DE

SCRIPTION/LOCATION
Sierra C
ollege Boulevard is a major arterial roadway that varies from 4 to 6 lanes. It carries local and interregional traffic including commercial vehicles. Sierra College Boulevard also provides access to Sierra Commu nity C ollege and Interstate 80. This street varies in width from 45 feet to 130 feet. Sierra College Boulevard has a raised median from Rocklin R oad to the entrance of Sierra College. There is no median between the entrance of Sierra College and Interstate 80.

Be
tween Rocklin R oad and Interstate 80 , this segment has straight vertical curves . It varies between 4 and 5 lanes with 3 lane s in the southbound direction. Retail commercial and mixed use parcels are adjacent to this segment as well. On the north side of Interstate 80, Sierra College Boulevard serves a commercial area that is currently being developed into a major commercial hub. Beyond this , the road serves as a connection to the City of Lincoln and the Town of Loomis.

LLISIONS
Acc
ident records indicate that there were twenty-five collisions on Sierra College Blvd. from 2015 to 2017. There were eight accidents in 2015, eight in 2016, and nine in 2017.

SURVE
Y RESULTS/RECOMMENDATION CONTINUED ON NEXT PAGE.

The
85th percentile speed on Sierra College Blvd. is 54 MPH. It is recommended that the speed limit remain at 50 MPH in accordance with section 21400(b) of the California Vehicle Code.
151
191
Road Name:

Sierra College Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Rocklin Rd. to Bass Pro
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
60'
5 Painted
50 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123<
X
X
X
X
22,603
X
54 Class II bikeway on both sides of road.

Access to Sierra College.
46 - 55
50 2015 2016 2017
25 23 24
Sierra Collge Blvd
Rocklin Rd
Schriber Way

SIERRA COLLEGE SIERRA COLLEGE OPEN

SPACE CHURCH
OPEN
SPACE
RURAL

RESIDENTIAL
RURAL

RESIDENTIAL
OPEN
SPACE
X
X
123<
123<
Bass Pro Dominguez Rd
152
192

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 1 1
0 1 1
1 1
0 60 0
59 1 1 2
58 1 1
57 1 1
56 1 1 1 3
55 1 1 1 3
54 1 1 1 3
53 1 1 1 3
52 1 1 1 1 1 1 1 7
51 1 1 1 1 1 1 6
50 1 1 1 1 1 1 6
49 1 1 1 1 1 1 6
48 1 1 1 1 4
47 1 1 1 1 1 1 1 1 1 9
46 1 1 1 1 1 1 1 1 1 9
45 1 1
44 1 1 1 3
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 8
41 1 1 1 3
40 1 1
39 1 1 1 3
38 1 1 1 1 1 1 6
37 1 1
36 1 1 2
35 1 1
34 1 1
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
5 lane road, Bike lane on each
side, No recovery area, Painted
Center Median, 85 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 8 8 9
PDO 0 4 1
INJURY 0 0 3

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 47 MPH
Pace: 46 - 55 MPH
85th %: 54 MPH
Posted: 50 MPH
Wednesday Time:
11:43am - 11:53am
Long/Nick

SPEED DATA
Sierra College football stadium
Segment: Bass Pro - Rocklin Rd
Weather: Sunny Observer:

Street: Sierra College Blvd Location:

Length: .66 Miles Direction: both
Date:
06/13/2018
Day:
9/26/18
1106 11/23/18
50 153
193

SIERRA COLLEGE BOULEVARD
Rocklin Road to Roseville City Limit

DESCRIPTION/LOCATION
Sierra College Boulevard is a 5 lane arterial roadway from Rocklin Road to El Don with a concrete landscape median. There are 2 lanes travelling northbound and 3 lanes travelling southbound with bike lanes and no parking on both sides. The southbound #3 lane becomes a right turn only onto El Don Drive. From El Don Drive to Nightwatch Drive, there are 2 lanes travelling northbound, and 2 lanes travelling southbound with bike lanes and no parking on both sides, with a painted center median. From Nightwatch Drive to Scarborough Drive, there are 3 lanes travelling southbound, and 2 lanes travelling northbound, with a concrete landscape median. Sierra College Boulevard north of Nightwatch Drive has a steep grade with a horizontal curve and no raised center divider.

COLLISIONS
Accident records indicate that there were 39 collisions on Sierra College B lvd. from 2015 to 2017. There were 13 accidents in 2015, 14 in 2016, and 12 in 2017.

SURVEY RESULTS/RECOMMENDATION
The 85 th percentile speed on Sierra College Blvd. is 56 MPH. It is recommended that the speed limit remain at 50 MPH in accordance with section 21400(b) of the California Ve
hicle Code.
154
194
Road Name:

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sierra College Blvd.

Rocklin Rd. to Roseville City Limit
q
School
Residence
Business
Park
Open Space
Bikeway14
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
50 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123<
X
X
X
X
X
21,845
X
56 Class II bikeway on both sides of road.
45 - 54
50 2015 2016 2017
13 12
Rocklin Border
Sierra Collge
Blvd
Loomis Border
Rocklin Border
Roseville Border
Scarborough
Dr
NightwatchDr Southside
Ranch Rd
El Don Dr
Brookfield
Cir
RES
RES

RES RES
RES
RES Rocklin Rd
123<
123<123<123<
COM
RES
RES
OPEN
SPACE
OPEN
SPACE
RES
RES
RES
RES
155
195

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 1 5 20 25 30
Total
Volume
65 or higher 0
0 1 1
0 1 1
60 1 1 2
59 1 1 1 1 4
58 1 1 1 1 4
57 1 1 1 1 1 1 1 1 1 1 1 11
56 1 1 1 1 1 1 1 1 1 1 1 1 12
55 1 1 1 1 1 1 1 7
54 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22
53 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 23
52 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
51 1
1 1 1 1 1 1 1 1 1 1 1 12
50 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18
49 1
1 1 1 1 1 1 1 1 1 1 1 12
48 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18
47 1
1 1 1 1 1 1 1 1 1 1 11
46 1
1 1 1 1 1 1 1 1 1 1 11
45 1
1 1 1 1 1 1 1 1 1 1 1 1 1 14
44 1
1 1 1 1 1 6
43 1 1 2
42 1 1 1 1 1 1 1 7
41 0
40 1 1
39 0
38 0
37 0
36 0
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
213
DATE
City Engineer
Resolution # 1106 Adopted: 11/23/2018

ROADWAY CONDITIONS
5 travel lanes, bike lanes on
both sides, no recovery area,
painted center median, 67 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: 50 MPH
09/26/2018
FA
TAL 0 0 0
TOTAL 13 14 12
PDO 4 4 0
INJURY 1 0 2

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 51 MPH
Pace: 45 - 54 MPH
Jordan

SPEED DATA
85th %: 56 MPH
Posted: 50 MPH
Length: 1.8 Miles Direction: Both
Date:
11/20/2018
Day: Tuesday Time: 2:25 pm - 3:04 pm
Weather: Clear Observer:

Street: Sierra College Boulevard Location: Sunrise Senior Living Center Segment: Rocklin Rd - Roseville City Limit
156
196

SIERRA MEADOWS DRIVE
Pacific Street to Granite Drive

DESCRIPTION/LOCATION

Sierra Meadows Drive is a two-lane major collector that runs north-south and is 46 feet wide. It has a painted centerline as well as class II bikeways and parking lanes on both sides. Sierra Meadows Drive is a link between Granite Drive and Pacific St reet and the street is signalized at these intersections . Sight d istance is limited by several horizontal curves o n the roadway. There is a p edestrian-actuated warning system for an uncontrolled crosswalk to the park.

Along Sierra Meadows Drive there is a church, daycare center, and neighborhood park as well as residential, commercial and industrial zones. There is also a regional UPS hub that produces a large amount of commercial traffic, including tractor/trailer combinations. Much of the traffic for the entire length of the roadway must enter from a parking lot or merge from the shoulder.

COLLISIONS

There have been eleven collisions on Sierra Meadows Dr. from 20 15 to 201 7. There were two in 2015, three in 2016, and five in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on Sierra Meadows Dr. is 38 MPH. It is recommended that the speed limit remain at 35 MPH in accordance w ith section 21400(b) of the California Vehicle Code.

157
197
Road Name:

Sierra Meadows Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Granite Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
6506
X
38 Class II bikeway on both sides of road.
30 - 39
35 2015 2016 2017
2 3 6
RES

RES RES
COM

COMCHURCHPARKRES
COM
IND
IND
COM
COMCOM
1239
12391239 1239
Sierra Meadows Dr.

M
anzanita Dr.

Lupine Ct.Tamarack Dr.

Chaparral Ct.

Corporation
Yard Rd. Granite Dr.

Pacific St.
158
198

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 1 1
41 1 1 2
40 1 1 1 1 1 5
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 1 1 7
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
32 1 1 1 1 1 1 1 1 8
31 1 1 1 1 1 1 1 1 1 1 1 11
30 1 1 1 1 1 1 1 7
29 1 1 1 3
28 1 1 1 3
27 1 1 2
26 0
25 0
24 0
23 0
22 1 1
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
117
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, bike lane on
both side, 48' wide,
retroreflector and non-
retroreflector divider, street
parking
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 3 6
PDO 0 0 1
INJURY 0 0 1

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 34 MPH
Pace: 30 - 39 MPH
85th %: 38 MPH
Posted: 35 MPH
Thurs Time:
12:45 P.M. 1:50pm
Ali D.

SPEED DATA
Tuttle Dr
Segment: Pacific - Granite
Weather: Sunny Observer:

Street: Sierra Meadows Location:

Length: 0.67 mi Direction: both
Date:
04/19/2018
Day:
9/26/18
1106 11/23/18
35 159
199

SOUTH GROVE STREET
Rocklin Road to Kannasto Street

DESCRIPTION/LOCATION
South Grove Street is a residential collector that runs North-South from Rocklin Road to Kannasto Street. From Rocklin Road to Winding Lane, there are class 2 bike lanes on both sides of the street and the roadway is divided by a painted double yellow roadway stripe. This segment of South Grove Street provides access to the Rocklin Police Department and the Rocklin DMV. From Winding Lane to Kannasto Way, the road widens to accommodate for street parking on both sides. This segment of the roadway provides access to medium and high-density housing.

There is no recovery area on South Grove Street. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

South Grove Street is part of the California Road System approved by FHWA and must be surveyed in order to be compliant with that program.

COLLISIONS
Accident records show that there was one collision on South Grove Street from 2020 to 2022.

This collision occurred in 2022.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on South Grove Street is 30 MPH. It is recommended that the speed limit remain at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.

160
200
Road Name:

South Grove St.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Rocklin Rd to Kannasto St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
34'
2 None
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
Residential
Industrial
Commercial
RES
IND
COM X
X
1723
X
30 22-31
25 2020 2021 2022
0 0 1
!"$
S Grove St
Winding Ln Jan CtRocklin Rd
RES
RES

RES RES
COM
RES
Class 2 bikeway on both sides of the road.

RES RES
Kannasto St
Paige Ct
X
RES
COM
X
161
201

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 0
37 0
36 1 1
35 1 1
34 0
33 0
32 1 1 1 1 4
31 1 1 2
30 1 1 1 1 1 1 1 1 1 1 10
29 1 1 1 1 1 1 1 1 8
28 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
27 1 1 1 1 1 1 1 1 1 1 1 11
26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
25 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
24 1 1 1 1 1 1 1 1 1 1 1 1 12
23 1 1 1 1 4
22 1 1 1 1 1 5
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
Resolution # Adopted:

TOTAL 0 0 1

ROADWAY CONDITIONS
2 travel lanes, painted double
yellow centerline, bike lane on
both sides, no recovery area,
34 feet wide. Road widens to
46 feet south of Kokila Ct to
accommodate street parking on
both sides
INJURY 0 0 0
FATAL 0 0 0

ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 1
Average: 27 MPH
Pace: 22-31 MPH

SPEED DATA
Posted: 25 MPH
85th %: 30 MPH
Street: South Grove Street Location: Street Light C11175 Segment:

Weather: Sunny Observer: Jose
Date:

Rocklin Road - Kannasto Street
Length: 0.42 Miles Direction: Both
Time:11/21/2022 Day: Monday 9:10am - 10:15am
8/30/23
162
202

SOUTH WHITNEY BOULEVARD
Sunset Boulevard to Five Star Boulevard

DESCRIPTION/LOCATION

South Whitney Boulevard is a two -lane major residential collector with a parking lane and a class II bikeway on both sides, with a 25 foot wide landscaped median. It serves primarily medium and high -medium density housing. This street has residential driveways at approximately 50 ft. intervals.

There is no recovery area on South Whitney Boulevard . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

South Whitney Boulevard connects Five Star Boulevard to Sunset Boulevard/ Whitney Boulevard. This road is heavily traveled due to the shopping centers located off of Five Star Boulevard and its proximity to Hwy 65.

COLLISIONS

Collision records show that there were eighteen collisions on South Whitney Blvd. from 2015 to 2017. There were two collisions in 2015, nine in 2016, and seven in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed on South Whitney Blvd. is 36 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

163
203
Road Name:

South Whitney Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Five Star Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
82'
2 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
X
5488
X
36 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
2 9 7
Five Star Blvd
Lincoln Ave
Springview Dr
Rainier Ave
Bryce Wy Chalmette Ct
Sunset Blvd
!"$
!"$
!"$ !"$

RES RES
RES
RES
RES
RES
OPEN
SPACE
OPEN
SPACE
COM
COM
COM
COM
South Whitney Blvd
1238
1238
1238 1238
164
204

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 1 1
42 1 1
41 0
40 1 1 2
39 1 1
38 1 1 1 3
37 1 1 1 3
36 1 1 1 1 1 1 1 1 8
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 1 1 1 11
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 1 1 1 1 1 1 1 1 13
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 7
28 1 1 1 3
27 1 1 1 1 1 1 6
26 0
25 1 1
24 1 1 2
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
2505 S. Whitney Blvd & 2510 S. Whitney Blvd
Segment: Sunset - Five Star
Weather: Sunny Observer:

Street: South Whitney Location:

Length: .59 Miles Direction: Both
Date:
04/20/2018
Day: Friday Time:
2:20pm - 3:40pm
Nick

SPEED DATA
85th %: 36 MPH
Posted: 30 MPH
Average: 32 MPH
Pace: 27 - 36 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 1
INJURY 0 0 1
FATAL 0 0 0
TOTAL 2 9 7
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, street parking
bike lane on each side, raised
divider, 82 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 165
205

SPRING CREEK DRIVE
Whitney Ranch Parkway to Ranch View Drive

DESCRIPTION/LOCATION

Spring Creek Drive is a two-lane collector that runs north-south. It has a class II bikeway on both sides and a striped center median. This street is bordered by open space and several residential neighborhoods.

Spring Creek Drive is stop -controlled at its intersection with Ranch View Dr ive and signalized at Whitney Ranch P arkway. This street experiences moderate traffic due to the adjoining residences and its close proximity to Whitney High School.

There is no r ecovery area on Spring Creek Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been three collisions on Spring Creek Dr. from 2015 to 2017. There were two collisions in 2015, one in 2016, and zero in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Spring Creek Dr. is 41 MPH. It is recommended that the speed limit remains at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.

166
206
Road Name:

Spring Creek Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Ranch Pkwy. to Ranch View Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
5481
41 Class II bikeway on both sides of road.
33 - 42
35 2015 2016 2017
2 1 0
Ranch View Dr W
ild Plains Circle
Broken Rail Ln
Whitney Ranch Pkwy!"$ RES
RES
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE

RES RES
OPEN
SPACE
OPEN
SPACE
Spring Creek Dr
1239
1239
1239
1239
167
207

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 0
49 0
48 0
47 0
46 0
45 1 1
44 1 1 2
43 1 1 2
42 1 1 1 3
41 1 1 1 1 1 1 1 7
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 1 1 13
36 1 1 1 1 1 1 6
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 1 1 1 1 13
33 1 1 1 1 1 1 6
32 0
31 1 1 1 3
30 1 1 1 3
29 0
28 1 1
27 0
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Broken Rail Ln c11034
Segment: Whitney Ranch - Ranch View
Weather: Sunny Observer:

Street: Spring Creek Location:

Length: .4 Miles Direction: Both
Date:
04/26/2018
Day: Thursday Time:
3:16pm - 4:06pm
Long

SPEED DATA
85th %: 41 MPH
Posted: 35 MPH
Average: 37 MPH
Pace: 33 - 42 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 2 1 0
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides, no
recovery area, 36 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 168
208

SPRINGVIEW DRIVE
Springview Meadows Drive to Sunset Boulevard

DESCRIPTION/LOCATION

Springview Drive is a two -lane curvilinear major collector. It has a painted center line, an 8 foot parking lane , and a class II bike way on both sides . Springview Drive serves several resident ial subdivisions and S outh Placer Municipal Utility District (SPMUD office.

There is no recovery area on Springview Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been twenty -two collisions on Springview Dr. from 20 15 to 2017 . There were four collisions in 2015, eleven in 2016, and seven in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Springview Dr. is 40 MPH. It is recommende d that the speed limit remains at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
169
209
Road Name:

Springview Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Springview Meadows Dr. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
46'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
5857
X
40 Class II bikeway on both sides of road.
31 - 40
35 2015 2016 2017
4 11 7
Hearthstone Dr
Sunset Blvd
Shannon Bay Dr
Allen DrAllen Ct
Willowynd DrWillowynd Ct
West
Sunwood
CtEast
Sunwood
Ct
Woodbridge
Ct
Woodbridge
Wy
West Driftwood Ct
East
Driftwood
Ct
Willowynd Dr
Mapleridge
Ct
Springview
Meadow Dr
Twin Creeks Ln
!"$
RES
RES
COM
COM

COM RES
RES

RES RES RES
RES
CHURCH
RES
COM
Springview Dr
1239
1239
170
210

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1
51 0
50 0
49 0
48 1 1
47 1 1
46 0
45 0
44 1 1
43 0
42 1 1 1 1 4
41 1 1 1 3
40 1 1 1 1 1 1 1 1 8
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 5
37 1 1 1 1 1 1 1 1 1 9
36 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 1 1 1 1 1 1 1 1 13
33 1 1 1 1 4
32 1 1 1 1 4
31 1 1 1 1 1 1 6
30 1 1 1 1 1 1 6
29 1 1
28 0
27 1 1
26 1 1 2
25 0
24 0
23 0
22 0
21 1 1
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
E. Sunwood
Segment: Springview Meadows - Sunset
Weather: Sunny Observer:

Street: Springview Dr Location:

Length: .55 Miles Direction: both
Date:
06/05/2018
Day: Tuesday Time:
11:33am - 12:14pm
Long/Nick

SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 36 MPH
Pace: 31 - 40 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 4 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 11 7
Resolution # Adopted:

ROADWAY CONDITIONS
46' wide, 2 lanes, bike lane on
both sides, street parking, no
recovery area, retroreflectors
and non-retroreflectore divider
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 171
211
S

PRINGVIEW DRIVE
South Whitney Boulevard to Springview Meadows Drive
D

ESCRIPTION/LOCATION
Sp
ringview Drive is a two -lane curvilinear major collector. It has a painted center line, an 8 foot parking lane, and a class II bike way on both sides . Springview Drive serves several residential subdivisions, a few apartment complexes, and an elementary school near Christopher Court. It has a high volume of pedestrians due to the school and high density residences.

T
here is no recovery area on Springview Drive . It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
T
here have been eight collisions on Springview Dr. from 20 15 to 2017. There were two collisions in 2015, three in 2016, and three in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Springview Dr. is 34 MPH. It is recommended that the speed limit remains at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
172
212
Road Name:

Springview Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

South Whitney Blvd. to Springview Meadows Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
3868
X
34 Class II bikeway on both sides of road.
26 - 35
30 2015 2016 2017
2 3 3
Hearthstone Dr
Placer
West
Dr
Brookside Cir Christopher Ct
Casa Del
Oro W
y
Saguaro W
y
South W
hitney Blvd
Piton W
y
RES
RES
RES
RES
SCHOOL
RES
RES
RES
RES
RES
RES
!"$
!"$
!"$
Springview Meadows Dr
1238
1237
ËÌ
1237
ËÌ
1238
X
X
173
213

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 1 1
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1 2
38 1 1
37 1 1 1 3
36 1 1 1 1 1 5
35 1 1 2
34 1 1 1 1 1 1 1 1 1 1 1 11
33 1 1 1 1 1 1 6
32 1 1 1 1 1 1 1 1 1 1 1 1 12
31 1 1 1 1 1 5
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 1 1 1 1 1 1 1 11
28 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16
27 1 1 1 1 4
26 1 1 1 1 1 1 1 7
25 1 1 1 1 4
24 0
23 1 1
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Saguaro
Segment: South Whitney - Springview Meadows
Weather: Sunny Observer:

Street: Springview Dr Location:

Length: .67 Miles Direction: both
Date:
06/05/2018
Day: Tuesday Time:
12:17pm - 12:50pm
Nick/Long

SPEED DATA
85th %: 34 MPH
Posted: 30 MPH
Average: 31 MPH
Pace: 26 - 35 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 1
INJURY 0 0 1
FATAL 0 0 0
TOTAL 2 3 3
Resolution # Adopted:

ROADWAY CONDITIONS
2 lanes, Bike lane on each
side, street parking, 46' wide,
no recovery area, retroreflector
and non-retroreflector divider
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 174
214
ST

ANFORD RANCH ROAD
City of Roseville Limit to Park Drive
D

ESCRIPTION/LOCATION
St
anford Ranch Road is a four lane divided minor arterial with a raised landscaped median, curb, gutter and sidewalk with 15 feet of landscaping on both sides of the roadway. This roadway serves many residential and commercial developments, connects with many other arterial and collector roadways and provid es access to St ate Route 65 via Roseville. Along this segment are many housing divisions and an elementary school that can only be accessed through Stanford Ranch Road. The abutting speed limit in the City of Roseville is 40 MPH.

A
t the intersection of Stanford Ranch R oad and Sunset Boulevard, substantial traffic volumes are produced due to adjacent commercial centers. This intersection has one of the highest continuous traffic volumes in the City o f Rocklin. Rocklin High School also has direct access to Stanford Ranch Road. In addition to the high school, Stanford Ranch Road serves a fire station and senior living apartments . The area between Crest Dr ive and Park Drive is heavily traveled by pedestrians, bicyclists, and vehicles as a result of the school, especially during the morning and afternoon hours.

St
anford Ranch has no recovery area and is bound by curb, gutter and sidewalk.

OLLISIONS
There have been 95 collisions on Stanford Ranch Rd. from 2015 to 2017. There were twenty-nine collisions in 2015, thirty-six in 2016, and thirty in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Stanford Ranch Rd. is 47 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
175
215
Road Name:

Stanford Ranch Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Roseville Border to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
84'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
17,414
X
47 Class II bikeway on both sides of road.

Heavy pedestrian volume due to High School
39 - 48
40 2015 2016 2017
29 36 30
Sunset Blvd
Crest Dr
Park Dr
COM
HIGH
SCHOOL
COM
RES
RES
RES
RES
RES
RES
!"$123:

X
123: 123:
123:
1237
ËÌ
123:
123:

Stanford Ranch Rd
X
123:
123:
1237
ËÌ
176
216

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 1 0 1 52 02 53 0
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 11 2
54 0
53 1 1
52 0
51 0
50 0
49 1111 4
48 111 3
47 111111 6
46 111111111 9
45 111111111 1 111 1 3
44 111111 6
43 111111111 9
42 111111111 9
41 11111 5
40 111111111 1 1 11
39 111111 6
38 1111 4
37 111 3
36 11 2
35 1111 4
34 111 3
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Cobblestone
Segment: Roseville Border - Park
Weather: Cloudy Observer:

Street: Stanford Ranch Location:

Length: 1.84 Miles Direction: both
Date:
05/15/2018
Day: Tuesday Time: 9:20am - 10:15pm
Ali

SPEED DATA
85th %: 47 MPH
Posted: 40 MPH
Average: 43 MPH
Pace: 39 - 48 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 10 7 6
INJURY 000
FATAL 000
TOTAL 29 36 30
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes with landscape
median, bike lanes on both
sides, no recovery area. 84 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 177
217
ST

ANFORD RANCH ROAD
Park Drive to West Oaks Boulevard
D

ESCRIPTION/LOCATION
Stanford Ranch Road is a four lane divided minor arterial with a raised landscaped median, curb, gutter and sidewalk with 15 feet of landscaping on both sides of the roadway. This roadway serves medium density housing and borders open space. There is a signalized intersection along this segment at Darby Road.

St
anford Ranch Road is bound by curb, gutter, sidewalk, and signalized intersections.

OLLISIONS
T
here have been twenty-two collisions on Stanford Ranch Rd. from 20 15 to 2017. There were eight collisions in 2015, seven in 2016, and seven in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Stanford Ranch Rd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
178
218
Road Name:

Stanford Ranch Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Park Dr. to West Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
80'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
15,228
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
8 7 7
West Oaks Blvd
Harvest Rd
Darby Rd
New Vista
Dr
Delta Dr
Breen Dr
Park Dr
COM
OPEN
SPACE
RES
RESRES
OPEN
SPACE
RES
OPEN
SPACE
RES
RES
RES
RES

RES OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
123;
Stanford Ranch Rd 123;
123;
123;123;
179
219

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
1 1
0 0
0 60 0
59 0
58 0
57 1 1 1 1 4
56 1 1
55 1 1 1 1 1 5
54 1 1 2
53 1 1 1 3
52 1 1 1 1 1 5
51 1 1 1 1 1 1 1 1 1 1 1 11
50 1 1 1 1 1 1 1 1 1 1 10
49 1 1 1 1 1 1 6
48 1 1 1 1 1 1 1 7
47 1 1 1 1 1 5
46 1 1 1 1 1 1 1 1 1 1 10
45 1 1 1 1 1 1 1 7
44 1 1 1 1 1 1 1 1 8
43 1 1 1 1 1 5
42 1 1 1 3
41 1 1 1 1 1 1 6
40 1 1 1 1 1 1 6
39 1 1
38 1 1
37 1 1
36 0
35 1 1
34 0
33 1 1
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
110
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, Lanscape
median, bike lane on both
sides, no recovery area, 80 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 8 7 7
PDO 3 0 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 47 MPH
Pace: 42 - 51 MPH
85th %: 52 MPH
Posted: 45 MPH
Wednesday Time:
1:50pm -2:07 pm
long

SPEED DATA
Park - Darby
Segment: Park - West Oaks
Weather: sunny Observer:

Street: Stanford Ranch Location:

Length: .92 Miles Direction: Both
Date:
05/02/2018
Day:
9/26/18
1106 11/23/18
45 180
220

SUNSET BOULEVARD
Highway 65 to Blue Oaks Boulevard

DESCRIPTION/LOCATION

Sunset Boulevard is a major arterial roadway which has the consistently high traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its leng th. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.

This segment is curvilinear with three lanes in each direction . It connects Lincoln and Roseville to Rocklin via State Route 65. It serves a largely commercial and retail zoned area with a large apartment complex at the intersection of Blue Oaks and Sunset Boulevard.

There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been forty -six collisions on Sunse t Blvd. from 20 15 to 2017. There were twenty collisions in 2015, twenty in 2016, and six in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Sunset Blvd. is 47 MPH. It is recommended that the speed limit remains at 4 5 MPH in accordance with section 21400(b) of the California Vehicle Code.

181
221
Road Name:

Sunset Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Highway 65 to Blue Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
108'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
23,176
X
47 Class II bikeway on both sides of road.
40 - 49
45 2015 2016 2017
20 20 6
Hwy 65
Interchange
Sunset Blvd
Blue Oaks Blvd
W
est Oaks Blvd
Lonetree Blvd
Atherton Rd
IND
IND

WILLIAM JESSUP

UNIVERSITY IND
COM
COM
IND
IND
COM
RES
RES
COM
OPEN
SPACE
OPEN

SPACEOPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
X
123;
123;
123;
OPEN
SPACE
COM
X
182
222

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 1 1
60 0
59 0
58 1 1
57 0
56 1 1
55 1 1
54 0
53 1 1
52 1 1
51 1 1 2
50 1 1 2
49 1 1 1 3
48 1 1 1 1 4
47 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
46 1 1 1 1 1 1 1 1 8
45 1 1 1 1 1 1 6
44 1 1 1 1 1 1 1 1 1 1 1 1 1 13
43 1 1 1 1 1 1 6
42 1 1 1 1 1 1 1 7
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 10
39 1 1 1 3
38 1 1 2
37 1 1 1 3
36 1 1 2
35 1 1
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both side,
no recover area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 20 20 6
PDO 0 1 0
INJURY 0 2 1

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 44 MPH
Pace: 40-49 MPH
85th %: 47 MPH
Posted: 45 MPH
Monday Time:
10:36 -11:07 AM
Nick

SPEED DATA
Sutter Medical Foundation
Segment: Highway 65 - Blue Oaks
Weather: Sunny Observer:

Street: Sunset Location:

Length: 1.16 mi Direction: both
Date:
06/25/2018
Day:
9/26/18
1106 11/23/18
45 183
223

SUNSET BOULEVARD
Blue Oaks Boulevard to Park Drive

DESCRIPTION/LOCATION

Sunset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.

This segment of Sunset Boulevard is linear with three lanes in each direction. It serves medium and high density housing on both sides of the road with a commercial retail center at the intersection of Park Drive.

There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been thirty-four collisions on Sunset Blvd. from 20 15 to 2017. There were thirteen collisions in 2015, seven in 2016, and fourteen in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Sunset Blvd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the Califor nia Vehicle Code.
184
224
Road Name:

Sunset Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Blue Oaks Blvd. to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
102'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
23,176
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
13 7 14
Blue Oaks Blvd
Park Dr
Sunset Blvd
COM
COMRES
RES
RES
RES

RES RES
COM
COM
123;
123;
185
225

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 1 1
59 1 1 2
58 1 1
57 0
56 1 1 2
55 1 1 2
54 1 1 2
53 1 1 1 1 4
52 1 1 1 1 1 5
51 1 1 1 1 4
50 1 1 1 1 1 1 1 1 1 9
49 1 1 1 1 4
48 1 1 1 1 1 1 1 1 8
47 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
46 1 1 1 3
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 1 1 1 8
43 1 1 1 1 1 5
42 1 1 1 1 1 1 1 1 8
41 1 1 2
40 1 1 1 1 1 5
39 1 1
38 1 1 2
37 0
36 1 1
35 0
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both side,
no recover area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 13 7 14
PDO 7 1 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 47 MPH
Pace: 42 - 51 MPH
85th %: 52 MPH
Posted: 45 MPH
Wed Time:
10:10 A.M. - 10:42 A.M.

Long Nguyen

SPEED DATA
Meridan / Sunset Summit
Segment: Blue Oaks - Park
Weather: Cloudy Observer:

Street: Sunset Location:

Length: 0.46 mi Direction: both
Date:
04/18/2018
Day:
9/26/18
1106 11/23/18
45 186
226
SUN

SET BOULEVARD
Park Drive to Stanford Ranch Road
D

ESCRIPTION/LOCATION
S
unset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.

T
his segment of Sunset Boul evard is linear with three lanes each direction . It serves medium and high density housing with commercial retail centers at the intersection of Stanford Ranch Road and Park Drive.

T
here is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
T
here have been twenty-seven collisions on Sunset Blvd. from 2015 to 2017. There were ten collisions in 2015, ten in 2016, and seven in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Sunset Blvd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
187
227
Road Name:

Sunset Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Park Dr. to Stanford Ranch Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
102'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
21,100
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
10 10 7
Park Dr
Little Rock Rd
Copper Ct
Pebble Creek Dr
Stanford Ranch Rd

COM RES RES RES
RES
COM
COM
COM

COM OPEN

SPACE RES RES
OPEN
SPACE
Sunset Blvd
123; 123;
123;
188
228

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 1 1 2
58 1 1
57 1 1 2
56 1 1 2
55 1 1
54 1 1
53 1 1 1 3
52 1 1 1 1 4
51 1 1 1 3
50 1 1 1 1 1 1 1 1 8
49 1 1 1 1 1 5
48 1 1 1 3
47 1 1 1 1 1 1 1 1 1 9
46 1 1 1 1 1 1 1 1 1 1 10
45 1 1 1 1 1 1 1 7
44 1 1 1 1 1 1 1 1 1 1 10
43 1 1 1 1 1 1 1 1 1 1 10
42 1 1 1 1 1 1 1 1 8
41 1 1 1 3
40 1 1 1 3
39 1 1 2
38 1 1
37 1 1
36 1 1 2
35 0
34 0
33 0
32 1 1
31 1 1
30 1 1
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both side,
no recover area
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 10 10 7
PDO 5 1 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 46 MPH
Pace: 42 - 51 MPH
85th %: 52 MPH
Posted: 45 MPH
Tues Time:
3:10 P.M. - 4:00 P.M.

Long Nguyen

SPEED DATA
Bank of America
Segment: Park - Stanford Ranch
Weather: Sunny Observer:

Street: Sunset Location:

Length: 0.71 mi Direction: both
Date:
04/17/2018
Day:
9/26/18
1106 11/23/18
45 189
229

SUNSET BOULEVARD
Stanford Ranch Road to Whitney Boulevard

DESCRIPTION/LOCATION
Sunset Boulevard is a major arterial roadway and has the highest consistent traffic volumes within the City of Rocklin. It ranges from 4 to 6 lanes and has a raised landscaped median with turn pockets and a class II bike lane for most of its length. It connects with many other arterial and collector roadways and serves a large variety of residential, commercial, and industrial areas.

This segment of Sunset Boulevard is curvilinear with two lanes in each direction. It serves a high and medium density housing, with access to an elementary school and a n event center.

There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been seventy-seven collisions on Sunset Blvd. from 20 15 to 2017. There were seventeen collisions in 2015, thirty-five in 2016, and twenty-five in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Sunset Blvd. is 44 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
190
230
Road Name:

Sunset Blvd
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Stanford Ranch Rd. to Whitney Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
84'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
20,080
X
44 Class II bikeway on both sides of road.
34 - 43
40 2015 2016 2017
17 35 25
Stanford Ranch Rd Fairway Dr Coronado Wy
Topaz Ave
Whitney Blvd
S. Whitney Blvd
COM

RES RES

COM COM CHURCH
GOLF
COURSE
RES

RES RES

RES RES RES
OPEN
SPACE
RES
COM
COM
RES
Sunset Blvd
123:
123: 123:123:
191
231

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 1 1
54 0
53 0
52 1 1
51 1 1
50 0
49 1 1
48 1 1 2
47 1 1 2
46 0
45 1 1 1 1 1 5
44 1 1 2
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 1 7
41 1 1 1 1 4
40 1 1 1 1 1 1 1 7
39 1 1 1 1 1 1 1 1 1 1 1 11
38 1 1 1 1 1 1 1 1 1 1 1 11
37 1 1 1 1 1 1 1 1 1 1 1 1 12
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 6
34 1 1 1 1 1 1 1 1 8
33 1 1 2
32 1 1 2
31 1 1
30 0
29 0
28 0
27 1 1
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Coronado
Segment: Stanford Ranch - Whitney
Weather: Sunny Observer:

Street: Sunset Location:

Length: 0.93 mi Direction: both
Date:
05/23/2018
Day: Wednesday Time:
1:58-2:16 /2:22-2:34
PM
Nick

SPEED DATA
85th %: 44 MPH
Posted: 40 MPH
Average: 39 MPH
Pace: 34-43 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 3 10 7
INJURY 1 1 3
FATAL 0 0 0
TOTAL 17 35 25
Resolution # Adopted:

ROADWAY CONDITIONS
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
4 travel lanes, raised median
with bike lanes on both sides.

No recovery area, 82 ft wide
9/26/18
1106 11/23/18
40 192
232

SUNSET BOULEVARD
Whitney Boulevard to Pacific Street

DESCRIPTION/LOCATION

This segment of Sunset Boulevard serves commercial retail, high and medium density housing, and professional office parcels. There are two lanes in each direction and during peak traffic hours this segment becomes congested. This portion of Sunset Boulevard crossed over the Union Pacific Railroad near Pacific Street

There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been eighty-four collisions on Sunset Blvd. from 201 5 to 2017. There were eighteen collisions in 2015, thirty-five in 2016, and thirty-one in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Sunset Blvd. is 47 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
193
233
Road Name:

Sunset Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Blvd. to Pacific St.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
110'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
X
33,166
X
47 Class II bikeway on both sides of road.
38 - 47
40 2015 2016 2017
18 35 31
W
hitney Blvd
S. W
hitney Blvd
3rd StSpringview Dr
Pacific St
123:

Sunset Blvd
COM

RES RES COM
COM
COMCOM
OPEN
SPACE
COM
COM
123:
123:123:

Union Pacific Railroad
COM
IND
Union Pacific Railroad
OPEN
SPACE
Bridge
Bridge
194
234

SPEED SURVEY
Number of Vehicles
Speed (mph) 51 01 52 02 53 0
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 1 1
57 0
56 0
55 0
54 11 2
53 1 1
52 11 2
51 11 2
50 11111 5
49 11 2
48 111111111 9
47 111111 6
46 111111111 9
45 111111111 1 1 11
44 111111111 1 1111 1 1 5
43 111111111 1 111 1 3
42 111111111 1 1111 1 1111 1 9
41 111111111 1 1111 1 1111 1 111 2 3
40 111111111 1 1111 1 1111 1 1111 2 4
39 111111111 1 1111 1 1 1 6
38 111111111 1 111 1 3
37 11111111 8
36 111111111 1 10
35 11 2
34 1111 4
33 11 2
32 11 2
31 11 2
30 0
29 0
28 1 1
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
204
DATE
City Engineer
Southern Pacific Pipe Line driveway and
Red light at Sunset-3rd St.

Segment: Pacific - Whitney
Weather: Cloudy Observer:

Street: Sunset Blvd. Location:

Length: 0.37 mi Direction: Both
Date:
04/11/2018
Day: Wed Time:
12:15 P.M. - 1:00 P.M.
1:05 P.M. - 1:31 P.M.

Long Nguyen

SPEED DATA
85th %: 47 MPH
Posted: 40 MPH
Average: 42 MPH
Pace: 38 - 47 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 31 16
INJURY 313
FATAL 000
TOTAL 18 35 31
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
each side, no recovery area,
landscape center median, 112
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 195
235

SUNSET BOULEVARD
Pacific Street to Woodside Drive

This segment of Sunset Boulevard is linear and serves a commercial retail centers , and medium-high density housing.

There is no recovery area on Sunset Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been twenty -two collisions on Sunset Blvd. from 20 15 to 2017. There were five collisions in 2015, seven in 2016, and ten in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Sunset Blvd. is 37 MPH. It is recommended that the speed limit remains at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.

196
236
Road Name:

Sunset Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Woodside Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
84'
4 Raised Landscape
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
X
2917
X
37 Class II bikeway on both sides of road.
27 - 38
30 2015 2016 2017
5 7 10

COM COM

COM RES RES
RES
RES
RES
!"$
Sunset Blvd
1238
Pacific St
Lindsay Ct
Woodside Dr
COM
197
237

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 1 1 1 3
40 1 1 2
39 1 1
38 1 1 1 1 1 1 1 7
37 1 1 1 3
36 1 1 1 1 4
35 1 1 1 1 1 1 1 7
34 1 1 1 1 1 5
33 1 1 1 1 4
32 1 1 1 1 1 1 6
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 1 10
29 1 1 1 1 1 1 1 1 1 9
28 1 1 1 1 1 1 6
27 1 1 1 1 1 5
26 1 1 1 1 4
25 1 1 1 1 1 5
24 1 1 1 3
23 1 1 1 3
22 1 1 2
21 0
20 1 1
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Hurley Company LLC's Driveway
Segment: Pacific - Woodside
Weather: Cloudy Observer:

Street: Sunset Blvd. Location:

Length: 0.18 mi Direction: Both
Date:
04/11/2018
Day: Wed Time:
1:40 P.M. - 2:51 P.M.

Long Nguyen

SPEED DATA
85th %: 37 MPH
Posted: 30 MPH
Average: 31 MPH
Pace: 27 - 38 MPH

ACCIDENT HISTORY
YEAR 2013 2014 2015
PDO 1 2 2
INJURY 0 0 1
FATAL 0 0 0
TOTAL 5 7 10
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, bike lanes on
both sides, no recovery area,
painted 2 way left turn center
median, 89 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 198
238
T

OPAZ AVENUE
Sunset Boulevard to Whitney Boulevard
D

ESCRIPTION/LOCATION
T
opaz Avenue is a residential collector that connects Whitney Boulevard (Major Collector) to Sunset Boulevard (Principle arterial). It serves residential homes on both sides and provide s access to Parker Whitney Elementary school. There are three school crosswalks, one at Ruby Court, one at 5130 Topaz Avenue, and one between 5165 Topaz Avenue and Parker Whitney Elementary School. There is parking on both sides of the street and no bike lanes on either side. In front of the school there are fire lanes marked by red curbs and loading and unloading zones between marked by white curbs and signs from 8 AM to 4 PM. There is no raised center median.

T
here is no recovery area on Topaz Ave nue It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
T
here have been nine collisions on Topaz Ave. from 20 15 to 2017. There were three collisions in 2015, three in 2016, and three in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Sunset Blvd. is 32 MPH. It is recommended that the speed limit remains at 25 MPH in accordance with section 21400(b) of the California Vehicle Code.
199
239
Road Name:

Topaz Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd to Whitney Ave
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
40'
2 Non-Retroreflective yellow markers
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237 X
X
X
2625
X
32 Class II bikeway on both sides of road.
25 - 34
25 2015 2016 2017
3 3 3
Topaz Ave
Sunset Blvd
Whitney Blvd
!"$ 1237
1237
1237
X
X
RES
RES
RES
RES
200
240

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 0
38 1 1 2
37 1 1
36 0
35 1 1
34 1 1 1 1 4
33 1 1 1 1 1 5
32 1 1 1 1 1 1 1 1 1 9
31 1 1 1 1 1 1 1 1 1 1 10
30 1 1 1 1 1 1 1 1 1 9
29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
28 1 1 1 1 1 1 1 1 8
27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
26 1 1 1 1 1 1 1 1 8
25 1 1 1 3
24 1 1 1 3
23 1 1 2
22 1 1 1 1 4
21 1 1 2
20 1 1 2
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, no bike lanes,
no recovery area, non
retroreflective yellow marker
median, 39 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 3 3 3
PDO 2 2 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 29 MPH
Pace: 25 - 34 MPH
85th %: 32 MPH
Posted: 25 MPH
Wednesday Time:
11:37am - 12:42pm
Nick

SPEED DATA
5220 Topaz
Segment: Sunset - Whitney
Weather: Sunny Observer:

Street: Topaz Location:

Length: 0.68 Miles Direction: both
Date:
06/20/2018
Day:
9/26/18
1106 11/23/18
25 201
241

UNIVERSITY AVENUE
Sunset Boulevard to Whitney Ranch Parkway

DESCRIPTION/LOCATION
University Avenue is a curvilinear minor arterial that runs north-south between Sunset Boulevard and Whitney Ranch Parkway. From Sunset Boulevard to Larkspur Drive, University Avenue is a two-lane road with a painted center median and a bike lane on the east side of the northbound lane. This portion of University Avenue provides access to William Jessup University.

From Larkspur Drive to Whitney Ranch Parkway, University Avenue is a four-lane road with a raised center median and a bike lane on both sides.

There is no recovery area along University Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
Accident records show that there were twelve collisions on University Avenue from 2020 to 2022. Two collisions occurred in 2020, two collisions occurred in 2021, and eight collisions occurred in 2022.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on University Avenue is 44. It is recommended that the speed limit remain at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.

202
242
Road Name:

University Ave.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to Whitney Ranch Pkwy.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
72'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
1242
X
44 Class II bikeway on both sides of road.
35-44
40 2020 2021 2022
2 2 8
University Ave
W
hitney Ranch Pkwy
Sunset BlvdRES
123:123:
123:
123:
123:

X
!"$
RES
RES
SCHOOL
123:
123:
123:123:
203
243

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 1 1
49 0
48 1 1
47 1 1 2
46 1 1 1 1 4
45 1 1 1 3
44 1 1 1 1 1 1 6
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 1 1 1 1 1 10
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 1 8
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 4
35 1 1 1 1 1 1 6
34 1 1 2
33 1 1 1 3
32 1 1
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Street: University Avenue Location: Street Light C12175 Segment: Sunset Boulevard - Whitney Ranch Parkway
Length: 1.07 Miles Direction: Both
Weather: Sunny Observer: Jose
Date: 11/17/2022 Day: Thursday

SPEED DATA
Posted: 40 MPH
Time: 9:30am - 10:45am
85th %: 44 MPH
Average: 40 MPH
YEAR 2020 2021 2022
Pace: 35-44 MPH

ACCIDENT HISTORY
INJURY 0 0 3
PDO 2 2 5
TOTAL 2 2 8
FATAL 0 0 0
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes in each direction,
painted and raised medians,
bike lanes on both sides, no
recovery area, 72 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
8/30/23
204 244

UNIVERSITY AVENUE
Whitney Ranch Parkway to Ranch View Drive

DESCRIPTION/LOCATION
University Avenue is a minor arterial that runs north-south between Whitney Ranch Parkway and Ranch View Drive. There are two travel lanes divided by a painted double yellow roadway stripe and a bike lane on the east side of the northbound lane.

There is no recovery area on University Avenue. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
Accident records show that there were three collisions on University Avenue from 2020 to 2022.

Those collisions occurred in 2022.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on University Avenue is 42 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.

205
245
Road Name:

University Ave
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Ranch Pkwy. to Ranch View Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
30 4
Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X

X
X
X
3286
X
42 Class II bikeway on east side of road.
33-42
35 2020 2021 2022
0 0 3
University Ave
W
hitney Ranch PkwyRES
1239

!"$
RES
RES
!"$
RES
OPEN
SPACE
OPEN
SPACE
1239
Ranch View Dr
206
246

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 0
51 1 1
50 0
49 0
48 0
47 1 1
46 1 1 2
45 1 1 2
44 1 1 1 3
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 1 1 1 1 12
41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
40 1 1 1 1 1 1 1 1 1 1 1 1 12
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 8
36 1 1 1 1 1 1 1 1 8
35 1 1 1 3
34 1 1 1 3
33 1 1 1 1 1 5
32 1 1 2
31 1 1
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
Resolution # Adopted:

TOTAL 0 0 3

ROADWAY CONDITIONS
2 travel lanes, painted double
yellow centerline, bike lane on
one side, no recovery area, 30
feet wide
INJURY 0 0 0
FATAL 0 0 1

ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 0 2
Average: 39 MPH
Pace: 33-42 MPH

SPEED DATA
Posted: 35 MPH
85th %: 42 MPH
Weather: Sunny Observer: Jose
Date: 11/17/2022 Day: Thursday
Length: 0.44 Miles Direction: Both
Time: 2:30pm - 3:00pm
Street: University Avenue Location: Street Light #11470 Segment: Whitney Ranch Parkway - Ranch View Drive
8/30/23
207
247
WE

ST OAKS BOULEVARD
Lonetree Boulevard to Sunset Boulevard
D

ESCRIPTION/LOCATION
W
est Oaks Boulevard is an minor arterial roadway that provides access to a park, high density housing and multiple retailers . It has a combination of a raised median and a two-way left turn lane along with a class II bike lane on both sides of the roadway for its entire length. This segment serves a park, high density housing and multiple retailers.

T
here is no recovery area on West Oaks Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
T
here have been twelve collisions on West Oaks Blvd. from 20 15 to 2017. There were four collisions in 2015, six in 2016, and two in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on Sunset Blvd. is 48 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of th e California Vehicle Code.
208
248
Road Name:

West Oaks Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Lonetree Blvd. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
44'
2 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123; X
X
X
X
X
3678
X
48 Class II bikeway on both sides of road.
36 - 45
45 2015 2016 2017
4 6 2
Lonetree Blvd
West Oaks Blvd Sunset Blvd
COM
COM
OPEN

SPACEOPEN

SPACEPARKPARK
CHURCH
OPEN
SPACE
123; 123;
COMCOM
209
249

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 1 1 2
54 1 1
53 1 1
52 1 1
51 1 1
50 1 1 1 1 4
49 1 1 1 1 4
48 1 1 2
47 1 1 1 1 1 5
46 1 1
45 1 1 1 1 1 1 1 1 1 9
44 1 1 1 1 1 1 1 7
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 6
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 6
37 1 1 1 1 1 1 6
36 1 1 1 1 1 5
35 1 1 1 3
34 1 1
33 0
32 1 1 1 3
31 1 1
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Segment: Lone Tree - Sunset
Weather: Sunny Observer:

Street: West Oaks Location:

Length: .5 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
1:37pm - 2:09pm
Jordan

SPEED DATA
85th %: 48 MPH
Posted: 45 MPH
Average: 42 MPH
Pace: 36 - 45 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 3 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 6 2
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median
(2 way left turn), bike lanes on
both sides, no recovery area,
44 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 Lonetree Park
210
250

WEST OAKS BOULEVARD
Sunset Boulevard to West Stanford Ranch Road

DESCRIPTION/LOCATION

West Oaks Boulevard is a minor arterial roadway that provides access to a mix of residential and commercial areas in the northwest part of the city. It has a combination of a raised median and a two-way left turn lane in addition to a class II bike lane on both sides of the roadway for its entire length. At the intersection West Oak Boulevard and Sunset Boulevard the road provides access to a major STAA. There is consistent tractor/trailer and other commercial vehicle traffic entering and exiting the facility at low speeds.

There is no recovery area on West Oaks Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

There have been fourteen collisions on West Oaks Blvd. from 20 15 to 2017. There were five collisions in 2015, six in 2016, and three in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile of speed on Sunset Blvd. is 52 MPH. It is recommended that the speed limit remains at 45 MPH in accordance with section 21400(b) of the California Vehicle Code.
211
251
Road Name:

West Oaks Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to West Stanford Ranch Rd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
74'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
6951
X
52 Class II bikeway on both sides of road.
42 - 51
45 2015 2016 2017
5 6 3
Sunset Blvd
West Stanford
Ranch Rd
Stanford Ranch Rd
Jersey Dr
Harvest Rd
West Oaks Blvd
123;
IND
COM
COM
OPEN

SPACE OPEN
SPACE
OPEN
OPEN
RES
RES
RES
123;
123;
123;
123;123;
X
212
252

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
1 1
0 60 0
59 0
58 1 1
57 1 1
56 1 1 2
55 1 1 2
54 1 1 2
53 1 1 1 1 1 5
52 1 1 1 1 1 1 1 1 8
51 1 1 1 1 1 1 6
50 1 1 1 1 1 1 1 7
49 1 1 1 1 4
48 1 1 1 1 1 1 1 1 1 9
47 1 1 1 1 1 1 1 1 8
46 1 1 1 1 1 1 1 1 8
45 1 1 1 1 1 1 1 1 1 1 1 11
44 1 1 1 1 1 5
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 6
41 1 1 2
40 1 1 2
39 1 1 1 3
38 1 1
37 1 1
36 0
35 1 1
34 0
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Streetlight #1274
Segment: Sunset - West Stanford Ranch
Weather: Sunny Observer:

Street: West Oaks Location:

Length: .78 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
2:12pm - 2:34pm
Jordan

SPEED DATA
85th %: 52 MPH
Posted: 45 MPH
Average: 47 MPH
Pace: 42 - 51 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 3 1 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 5 6 3
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lanes on both
sides, no recovery area, 77 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 213
253
W

EST OAKS BOULEVARD
Stanford Ranch Road to Hunter Drive
D

ESCRIPTION/LOCATION
W
est Oaks Boulevard is a minor arterial roadway which provides access to medium density residences. It has a combination of a raised median and a two-way left turn lane in addition to a class II bike lane on both sides of the roadway for its entire length.

Between Ridge Gate Court and Talon Drive, the northbound segment merges into a single lane.

T
here is no recovery area on West Oaks Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
T
here have been two collisions on West Oaks Blvd. from 20 15 to 2017. There was one collision in 2015, one in 2016, and zero in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on West Oaks Blvd. is 44 MPH. It is recommended that the speed limit remains at 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
214
254
Road Name:

West Oaks Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Stanford Ranch Rd. to Hunter Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
76'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123:

X
X
X
X
3649
44 Class II bikeway on both sides of road.
37 - 46
40 2015 2016 2017
1 1 0
West Stanford
Ranch Rd
Stanford Ranch Rd
Ridge Gate Ct Poppy Dr
Talon Rd
Hunter Ct
Hunter Dr
Kendall Dr
Holly Dr
West Oaks Blvd
123:

OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
RES
RES
RESRES
RES
RES
RES
RES
123:
123:
215
255

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 1 1
52 0
51 1 1
50 0
49 1 1
48 1 1 2
47 1 1
46 1 1 1 1 1 1 1 1 8
45 1 1 2
44 1 1 1 1 1 5
43 1 1 1 1 1 5
42 1 1 1 1 1 1 1 7
41 1 1 1 1 1 1 1 1 8
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15
37 1 1 1 1 1 1 1 7
36 1 1 1 1 4
35 1 1 1 1 1 5
34 1 1 2
33 1 1 1 1 4
32 1 1 1 3
31 1 1
30 1 1
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
107
DATE
City Engineer
Streetlight #2718
Segment: Stanford Ranch - Hunter
Weather: Sunny Observer:

Street: West Oaks Location:

Length: .31 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
2:44pm - 3:12pm
Jordan

SPEED DATA
85th %: 44 MPH
Posted: 40 MPH
Average: 40 MPH
Pace: 37 - 46 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 1 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 1 1 0
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lanes on both
sides, no recovery area, 77 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
40 216
256
W

EST OAKS BOULEVARD
Hunter Drive to Painted Pony Lane
D

ESCRIPTION/LOCATION
W
est Oaks Boulevard is a minor arterial roadway that has one lane in each direction and provides access to medium density housing and school. This segm ent has a vertical curve and a combination of a raised median and a two-way left turn lane.

W
est Oaks Boulevard is bound by curb, gutter and sidewalk on the east side but not on the west side.

OLLISIONS
T
here have been three collisions on West Oaks Blvd. from 20 15 to 2017. There was one collision in 2015, two in 2016, and zero in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile of speed on West Oaks Blvd. is 42 MPH. It is recommended that the speed limit remains at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
217
257
Hunter Dr
Painted Pony Ln
Stanford Ranch Rd
Whitney Ranch Pkwy
Road Name:

West Oaks Blvd
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Hunter Dr. to Painted Pony Ln
q
School
Residence
Business
Park
Open Space
Bikeway2
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
34'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
3649
X
42 Class II bikeway on both sides of road.
31 - 40
35 2015 2016 2017
1 0
West Oaks BlvdRES
RES
RES
RES
RES
!"$
218
258

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 1 1
57 0
56 0
55 0
54 0
53 1 1
52 0
51 0
50 1 1
49 0
48 0
47 1 1
46 1 1
45 1 1 1 3
44 1 1 1 3
43 1 1 1 3
42 1 1 2
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 1 1 1 10
39 1 1 1 3
38 1 1 1 1 4
37 1 1 1 1 1 1 1 1 1 1 1 1 1 13
36 1 1 1 1 1 1 1 1 1 1 1 11
35 1 1 1 1 1 1 1 1 1 9
34 1 1 1 1 1 5
33 1 1 1 1 1 1 6
32 1 1 1 1 1 5
31 1 1 1 1 4
30 1 1 1 3
29 1 1
28 1 1
27 1 1 2
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes landscape
median, no bike lanes, no
parking, no recovery area, 62
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 2 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 31 - 40 MPH
85th %: 42 MPH
Posted: 35 MPH
Thursday Time:
9:35am - 10:35am
Ali/Long

SPEED DATA
Trailhead before Whitney Ranch
Segment: Hunter - Painted Pony
Weather: Sunny Observer:

Street: West Oaks Location:

Length: 0.56 Miles Direction: both
Date:
06/28/2018
Day:
9/26/18
1106 11/23/18
35 219
259
W

EST RANCH VIEW DRIVE
Wildcat Boulevard to End
D

ESCRIPTION/LOCATION
W
est Ranch View Drive is a 46 foot wide local road that collects traffic from the nearby City of Lincoln, Whitney High School, offices, and various classes of residential housing.

Land use a djacent to this road segment includes Professional Office, High Density Residential, and Mixed Use. It is approximately 0.35 miles long, with a single 3 -way stop controlled intersection at University Avenue. On both sides of this road, there are 5 foot bike lanes, and parking is not permitted.

OLLISIONS
There have been two collisions on West Ranch View Drive from 2015 to 2017. There was two collisions in 2015, zero in 2016, and zero in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile of speed on West Ranch View Drive is 41 MPH. It is recommended that the speed limit be increased from 25 MPH to 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
220
260
Road Name:

West Ranchview Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Wildcat Blvd. to End
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
58'
2 Painted
25 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1237
X
X
X
X
X
2247
X
41 Class II bikeway on both sides of road.
33-42
35 2015 2016 2017
2 0 0
!"$
1237
West Ranchview Dr
University Ave
Wilcat Blvd
RES
COM
221
261

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1 2
50 1 1
49 0
48 0
47 1 1
46 1 1 2
45 1 1
44 1 1
43 1 1 1 1 4
42 1 1 1 3
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 1 7
39 1 1 2
38 1 1 1 1 1 1 6
37 1 1 1 1 4
36 1 1 1 1 1 1 1 1 1 1 1 1 12
35 1 1 1 1 1 1 1 7
34 1 1 1 1 4
33 1 1 1 1 1 1 1 1 1 9
32 1 1 1 1 1 1 1 7
31 1 1 1 1 1 5
30 1 1 1 3
29 1 1 1 3
28 1 1 1 1 4
27 1 1 1 3
26 1 1 2
25 1 1
24 1 1
23 0
22 1 1
21 0
20 1 1 2
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
107
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 lane road, bike path on both
sides, curb and gutter on both
sides, 46 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 2 0 0
PDO 0 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 36 MPH
Pace: 33 - 42 MPH
85th %: 41 MPH
Posted: 25 MPH
Tuesday/Wednesda
y Time:
1:38pm - 2:30pm /
9:40am - 10:10am
Nick

SPEED DATA
streetlight #C11404
Segment: Wildcat - End
Weather: Sunny Observer:

Street: West Ranch View Location:

Length: 0.35 Miles Direction: both
Date:
8/14/2018 &
8/15/2018 Day:
9/26/18
1106 11/23/18
35 222
262
WE

ST STANFORD RANCH ROAD
Sunset Boulevard to West Oaks Boulevard
D

ESCRIPTION/LOCATION
W
est Stanford Ranch Road is a six lane minor arterial that is 100 ft. wide with a raised landscaped median and has a class II bike lane on both sides road. Parking is restricted on both sides of the roadway. West Stanford Ranch Road serves res idential and commercial areas. West Stanford Ranch Road experiences high vehicle volumes during school hours due to its close proximity to Whitney High School . It also connects Rocklin to the City of Lincoln via Wildcat Boulevard.

T
here is no recovery ar ea on West Stanford Ranch Road. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
A
ccident records show that there were sixteen collisions on West Stanford Ranch Rd. from 2015 to 2017. There were ten collisions in 2015, three in 2016, and three in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile speed is 49 MPH. It is recommended that the speed limit remain at 45 MPH in accordance with section 21400(b) of the California Vehicle Code. 223
263
Road Name:

West Stanford Ranch Rd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Sunset Blvd. to West Oaks Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
100'
6 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
16,692
X
49 Class II bikeway on both sides of road.
41 - 50
45 2015 2016 2017
10 3 3
Sunset Blvd
West Stanford Ranch Rd
West Oaks Blvd
Treasure Dr
Wildcat Blvd
COM
OPEN
SPACE
OPEN
SPACE
FIRE

STATION
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
OPEN
SPACE
IND
IND
RES
RES
RES
123;
123;123;
123;
123; 123;
224
264

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 1 1
57 0
56 0
55 1 1
54 1 1
53 1 1
52 1 1 2
51 1 1
50 1 1 1 1 1 5
49 1 1 1 1 1 5
48 1 1 2
47 1 1 1 1 1 1 1 7
46 1 1 1 1 1 1 1 1 1 1 10
45 1 1 1 1 1 1 1 1 8
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 4
42 1 1 1 1 1 1 1 1 1 9
41 1 1 1 1 1 1 1 1 1 1 1 1 1 13
40 1 1 2
39 1 1 1 1 1 5
38 1 1 1 1 1 1 6
37 1 1
36 1 1 2
35 1 1
34 1 1
33 1 1
32 1 1 2
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
100
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lanes on both
sides, no recovery area, 100
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 10 3 3
PDO 1 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 44 MPH
Pace: 41 - 50 MPH
85th %: 49 MPH
Posted: 45 MPH
Thursday Time:
1:40pm - 2:20pm
Nick

SPEED DATA
Strikes
Segment: Sunset - West Oaks
Weather: Sunny Observer:

Street: West Stanford Ranch Location:

Length: .8 Miles Direction: Both
Date:
04/26/2018
Day:
9/26/18
1106 11/23/18
45 225
265
W

HITNEY BOULEVARD
Crest Drive to Midas Avenue
D

ESCRIPTION/LOCATION
W
hitney Boulevard is a two lane divided residential collector with a raised landscaped median. There is a class II bikeway with no parking lane b etween Midas Ave nue and Crest Drive. Traffic and pedestrian (school and recreational) volumes are moderate and are usually constant throughout the day. Whitney Boulevard is completely residential with driveway access from homes. There is also a golf cours e in the area where golf carts use the shoulder at times.

T
here is no recovery area on Whitney Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
Accident recor ds show that there were six collisions on Whitney Blvd. from 20 15 to 2017. There was one collision in 2015, three in 2016, and two in 2017.

SURV

EY RESULTS/RECOMMENDATION
The 85th percentile speed for both surveyed segments of Whitney Blvd. is 36 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
226
266
Road Name:

Whitney Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Crest Dr. to Midas Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
36'
2 Painted
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
11,106
X
36 Class II bikeway on both sides of road.
29 - 38
35 2015 2016 2017
1 3 2
Cres Dr
Midas Ave
Sand St
Bonanza St
!"$

RES RES
RES
RES
RES
RES
RES
RES
RES RES!"$ 1239 Whitney Blvd
12391239
FIRE

STATION
227
267

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 1 1
39 1 1
38 1 1 1 1 1 5
37 1 1 1 1 4
36 1 1 1 1 1 1 1 1 1 1 1 11
35 1 1 1 1 1 1 1 1 8
34 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17
33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
32 1 1 1 1 1 1 1 1 1 1 10
31 1 1 1 1 1 1 1 1 1 1 1 1 1 13
30 1 1 1 1 1 1 1 1 1 1 1 1 12
29 1 1 1 1 4
28 1 1
27 0
26 1 1
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides, no
recovery area, 37 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 3 2
PDO 1 0 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 33 MPH
Pace: MPH
85th %: 36 MPH
Posted: 35 MPH
Wednesday Time:
2:39pm - 2:55pm
Long

SPEED DATA
Sand st.

Segment: Crest - Midas
Weather: sunny Observer:

Street: Whitney Location:

Length: .47 Miles Direction: Both
Date:
05/02/2018
Day:
9/26/18
1106 11/23/18
35 29-38
228
268
W

HITNEY BOULEVARD
Midas Avenue to Sunset Boulevard
D

ESCRIPTION/LOCATION
W
hitney Boulevard is a two lane divided residential colle ctor with a raised landscaped median. There is an 8 foot parking lane and class II bikew ay on both sides of the roadway between Sunset Boulevard and Midas Ave nue. Traffic and pedestrian (school and recreational) volumes are moderate and are usually consta nt throughout the day.

Whitney Boulevard is completely residential with driveway access from homes. There is also a golf course in the area where golf carts use the shoulder at times.

T
here is no recovery area on Whitney Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
Accident records show that there were twenty -one collisions on Whitney Blvd. from 2015 to 2017. There was one collision in 2015, thirteen in 2016, and seven in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile speed for both surveyed segments of Whitney Blvd. is 41 MPH. It is recommended that the speed limit remains 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
229
269
Road Name:

Whitney Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Midas Ave. to Sunset Blvd.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
90'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
9247
X
41 Class II bikeway on both sides of road.
32 - 41
35 2015 2016 2017
1 13 7
Midas Ave
!"$
Topaz Ave
Argonaut Ave
!"$ Paragon St
Farron St
Comstock St
Paragon St
Paragon St
COM
COM
RES
RES
GOLF
COURSE
GOLF
COURSE
RES
RES
RES

RES RES
RES
RES
RES
RES
RES
RES
RES
1239
Whitney Blvd
Sunset Blvd
1239 1239 1239
1239
123912391239
230
270

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 1 1
45 1 1 2
44 1 1 1 1 4
43 1 1 1 1 4
42 1 1 2
41 1 1 1 1 1 1 6
40 1 1 1 1 1 1 1 1 1 1 10
39 1 1 1 1 1 1 1 1 1 1 10
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 10
36 1 1 1 1 1 1 1 1 1 1 10
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 5
33 1 1 1 1 1 1 1 1 1 1 10
32 1 1 1 3
31 1 1 2
30 1 1 1 3
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, landscape
median, bike lane on both
sides, recovery area, 84 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 13 7
PDO 1 3 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 37 MPH
Pace: 32 - 41 MPH
85th %: 41 MPH
Posted: 35 MPH
Wednesday Time:
3:03pm - 3:42pm
Long

SPEED DATA
Paragon North - South
Segment: Midas - Sunset
Weather: Sunny Observer:

Street: Whitney Location:

Length: 1 Mile Direction: Both
Date:
05/02/2018
Day:
9/26/18
1106 11/23/18
35 231
271

WHITNEY OAKS DRIVE
Whitney Ranch Parkway to Park Drive

DESCRIPTION/LOCATION

Whitney Oaks Drive is a two lane collector that provides access to low/medium density residential housing . There are class II bikeways on both sides of the roadway . This roadway serves residential areas as well as the Whitney Oaks Golf Club, which generates moderate traffic volumes. There are significant elevation changes and curves that present sight distance challenges along this roadway.

There is no recovery area on W hitney Oaks Drive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

Accident records show that there were eight collisions on Whitney Oaks Dr. from 20 15 to 2017. There were four collisions in 2015, two in 2016, and two in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed for Whitney Oaks Dr. is 41 MPH. It is recommended that the speed limit be raised to 35 MPH from 30 MPH in accordance with section 21400(b) o f the California Vehicle Code.

232
272
Road Name:

Whitney Oaks Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Whitney Ranch Pkwy. to Park Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
32'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
348
41 Class II bikeway on both sides of road.
33 - 42
35 2015 2016 2017
4 2 2
Whitney Ranch Pkwy
Sterling Dr
!"$
Pleasant Creek Dr
Abby Rd
Pebble
Beach
Rd ShadyTrailLn
Pyramid
Ct
Clubhouse Dr. West
!"$
Legend Dr
Clubhouse Dr
!"$
Park Dr
1239
Whitney Oaks Dr

RES PARK
OPEN
SPACE
OPEN
SPACE
RES
RES
RES
RES
RES
RES
GOLF
COURSE
RESRES
OPEN
OPEN
RES
RES RES1239
12391239
1239
1239
1239
233
273

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 1 1
48 0
47 0
46 0
45 1 1 2
44 0
43 1 1 1 1 4
42 1 1 1 1 1 1 6
41 1 1 1 1 1 1 1 1 1 1 1 1 12
40 1 1 1 1 1 1 1 1 1 1 1 1 1 13
39 1 1 1 1 1 1 1 1 1 1 1 1 1 13
38 1 1 1 1 1 1 1 1 1 1 1 11
37 1 1 1 1 1 1 1 1 8
36 1 1 1 1 1 1 1 1 1 1 1 1 12
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 1 1 7
33 1 1 1 1 4
32 1 1
31 1 1 1 3
30 0
29 0
28 0
27 1 1
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
109
DATE
City Engineer
Trail from Clubhouse - Clubhouse
Segment: Whitney Ranch - Park
Weather: Sunny Observer:

Street: Whitney Oaks Location:

Length: 1.4 Miles Direction: Both
Date:
04/30/2018
Day: Monday Time:
10:40am - 11:20pm
Long

SPEED DATA
85th %: 41 MPH
Posted: 35 MPH
Average: 38 MPH
Pace: 33 - 42 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 0 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 2 2
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, painted median,
bike lanes on both sides, no
recovery area, 33 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 234
274
WH

ITNEY RANCH PARKWAY
Highway 65 to Wildcat Boulevard
D

ESCRIPTION/LOCATION
W
hitney Ranch Parkway from Highway 65 to Wildcat Blvd. is a 6 lane road that runs east, west. There is a raised center median with bike lanes and limited parking on the westbound side . This road provides access to Highway 65, medium and high density residential areas, and Whitney Community Park.

T
here is no recovery area on both sides and the road is bound by curb and gutter.

OLLISIONS
Accident records show that there were nine collisions on Whitney Ranch Pkwy. F rom 2015 to 2017 there was one collision in 2015, three in 2016, and five in 2017.

SURV

EY RESULTS/RECOMMENDATION
T
he 85th percentile speed for Whitney Ranch Pkwy is 48 MPH. It is recommended that the speed limit be raised to 45 MPH from 40 MPH in accordance with section 21400(b) of the California Vehicle Code.
235
275
Road Name:

Whitney Ranch Pkwy
Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Hwy 65 to Wildcat Blvd
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
110'
6 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
3232
X
48 Class II bikeway on both sides of road.
38 - 47
45 2015 2016 2017
1 3 5
Whitney Ranch Pkwy
W
ildcat Blvd
University Ave
Caviata Way
!"$
RES
236
276

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 1 1
57 0
56 1 1
55 0
54 0
53 1 1 2
52 1 1 1 1 4
51 1 1 2
50 1 1
49 1 1 1 3
48 1 1 1 1 1 5
47 1 1 2
46 1 1 1 1 1 1 6
45 1 1 1 1 1 1 1 7
44 1 1 1 1 1 1 1 1 1 1 10
43 1 1 1 1 1 1 1 7
42 1 1 1 1 1 1 1 1 1 9
41 1 1 1 1 1 1 1 1 1 9
40 1 1 1 1 1 1 6
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1
36 1 1 2
35 1 1 2
34 1 1 2
33 1 1
32 1 1
31 0
30 1 1
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
6 travel lanes, landscape
median, bike lane on both
sides, no recovery area, 107
feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 1 3 5
PDO 1 0 1
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 43 MPH
Pace: 38 - 47 MPH
85th %: 48 MPH
Posted: 40 MPH
Wednesday Time:
10:50am - 11:08am
Jordan

SPEED DATA
N. University Ave (1st no parking sign)
Segment: HWY 65 - Wildcat
Weather: Sunny Observer:

Street: Whitney Ranch Parkway Location:

Length: .41 Miles Direction: Both
Date:
05/02/2018
Day:
9/26/18
1106 11/23/18
45 237
277
WH

ITNEY RANCH PARKWAY
Wildcat Boulevard to Painted Pony Lane
D

ESCRIPTION/LOCATION
W
hitney Ranch Parkway is a four lane major collector that provides access to a community park and several medium density neighborhoods. T here is no residential driveway access directly from the street. It has a raised landscaped center median and landscaped shoulders with meandering sidewalks. Currently the road has four signalized intersections.

T
here is no recovery are a on Whitney Ranch Parkway. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
Accident records show that there were twelve collisions on Whitney Ranch Pkwy. from 2015 to 2017. There were four collisions in 2015, two in 2016, and six in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85th percentile speed for Whitney Ranch Pkwy. is 52 MPH. It is recommended that the speed limit be raised to 45 MPH from 40 MPH in accordance with s ection 21400(b) of the California Vehicle Code.
238
278
Road Name:

Whitney Ranch Pkwy.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Wildcat Blvd. to Painted Pony Ln.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
62'
4 Raised Landscape
40 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
3232
X
52 Class II bikeway on both sides of road.
43 - 52
45 2015 2016 2017
4 2 6
Wildcat Blvd
Spring Creek Dr
Bridlewood Dr
Baronial Ln
Old Ranch
House RdPainted
Pony Ln
PARK
OPEN
SPACE
OPEN
SPACE

RES RES
RES
RES
RES
RES
RES
Whitney Ranch Pkwy
123;
123;
123;
123;123;
123;
239
279

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 1 1 1 1 4
58 0
57 1 1 1 3
56 0
55 0
54 1 1 2
53 1 1 1 1 1 5
52 1 1 1 1 1 1 6
51 1 1 1 1 1 1 6
50 1 1 1 1 1 1 6
49 1 1 1 3
48 1 1 1 1 4
47 1 1
46 1 1 1 1 1 1 6
45 1 1 1 1 1 1 1 1 1 1 10
44 1 1 1 1 1 1 1 1 1 1 10
43 1 1 1 1 1 1 1 1 8
42 1 1 1 1 1 5
41 1 1 1 3
40 1 1 1 1 1 1 6
39 1 1 1 1 1 1 1 1 8
38 1 1 2
37 1 1
36 1 1 2
35 1 1 2
34 1 1
33 0
32 0
31 0
30 0
29 0
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
104
DATE
City Engineer
Segment: Wildcat - Painted Pony
Weather: Sunny Observer:

Street: Whitney Ranch Location:

Length: .9 Miles Direction: Both
Date:
05/01/2018
Day: Tuesday Time:
3:20pm - 4:49pm
Jordan

SPEED DATA
85th %: 52 MPH
Posted: 40 MPH
Average: 46 MPH
Pace: 43 - 52 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 2 0 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 4 2 6
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, no bike lanes, no
recovery area, 62 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
45 240
280

WHITNEY RANCH PARKWAY
Painted Pony Lane to Ranch View Drive

DESCRIPTION/LOCATION
Whitney Ranch Parkway is a two-lane major collector that runs East-West from Painted Pony Lane to Ranch View Drive. There are class 2 bike lanes on both sides of the road and a raised center median. This road provides access to various neighborhoods throughout the Whitney Ranch Development.

There is no recovery area on Old Ranch House Road. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
Accident records show that there was one collision on Whitney Ranch Parkway from 2020 to 2022. The collision occurred in 2020.

SURVEY RESULTS/RECOMMENDATION
The 85th percentile speed on Whitney Ranch Parkway is 41 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.

241
281
Road Name:

Whitney Ranch Pkwy.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Painted Pony Ln. to Ranch View Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
54'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
Residential
Industrial
Commercial
RES
IND
COM X

X
X
X
2192
X
41 Class II bikeway on both sides of road.
31-40
35 2020 2021 2022
0 1 0
Painted Pony Ln. W
est Oaks Blvd.

Ranch View Dr.

OPEN
SPACE
RES
RES
RES
RES
RES
RES
Whitney Ranch Pkwy
1239
!"$
1239
1239
1239
1239
!"$
Songbird Wy.
1239
1239
242
282

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 1 1 2
47 0
46 1 1
45 1 1 2
44 1 1 2
43 1 1
42 1 1 1 1 4
41 1 1 1 3
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 7
37 1 1 1 1 1 1 1 1 1 1 10
36 1 1 1 1 1 1 1 7
35 1 1 1 1 1 1 1 1 1 1 1 11
34 1 1 1 1 1 1 1 1 8
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 6
31 1 1 1 1 4
30 1 1 1 1 1 1 1 7
29 1 1 2
28 1 1
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
Resolution # Adopted:

TOTAL 0 1 0

ROADWAY CONDITIONS
2 travel lanes, raised
landscaped median, bike lane
on both sides, no parking, no
recovery area, 54 feet wide
INJURY 0 0 0
FATAL 0 0 0

ACCIDENT HISTORY
YEAR 2020 2021 2022
PDO 0 1 0
Average: 36 MPH
Pace: 31-40 MPH

SPEED DATA
Posted: 35 MPH
85th %: 41 MPH
Weather: Sunny Observer: Jose Rivas
Date: 10/28/2022 Day: Friday
Length: 0.78 Miles Direction: Both
Time: 9:30am - 10:45am
Street: Whitney Ranch Parkway Location: Jamboree Drive
Segment: Painted Pony Lane to Ranch View Drive
8/30/23
243
283

WHITNEY RANCH PARKWAY
Ranch View Drive to Whitney Oaks Drive

DESCRIPTION/LOCATION
Whitney Ranch Parkway is a two-lane major collector that runs East-West from Ranch View Drive to Whitney Oaks Drive. There are class 2 bike lanes on both sides of the road and a raised center median. This road provides access to various neighborhoods throughout the Whitney Ranch Development.

There is no recovery area on Whitney Ranch Parkway. It is bound by landscaping, and fixed objects, such as traffic control signs and street lights, on both sides.

COLLISIONS
Accident records show that there were two collisions on Whitney Ranch Parkway from 2020 to 2022. One collision occurred in 2020 and the second collision occurred in 2022.

244
284
Road Name:

Whitney Ranch Pkwy.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Ranch View Dr. to Whitney Oaks Dr.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
54'
2 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X

X
X
X
1453
X
41 Class II bikeway on both sides of road.
32-41
35 2020 2021 2022
1 0 1
Ranch View Dr.

Bear Creek Dr
Whitney Oaks Dr.

OPEN
SPACE

RES RES
RES
RES

RES RES
Whitney Ranch Pkwy
1239
OPEN
SPACE
!"$
!"$
1239
12391239
1239 1239
245
285

VEHICLE SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 1 1
51 0
50 1 1
49 1 1 2
48 1 1
47 1 1
46 0
45 1 1
44 1 1 1 3
43 1 1 2
42 1 1 2
41 1 1 1 1 1 5
40 1 1 1 1 1 1 6
39 1 1 1 1 1 1 1 7
38 1 1 1 1 1 1 1 7
37 1 1 1 1 1 5
36 1 1 1 1 1 5
35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14
34 1 1 1 1 1 1 1 1 1 9
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 1 7
31 1 1 1 3
30 1 1 1 1 4
29 1 1
28 1 1 1 3
27 0
26 1 1
25 1 1
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
101
DATE
City Engineer
Street: Whitney Ranch Parkway Location: Street Light C12512 Segment: Ranch View Drive - Whitney Oaks Drive
Length: 0.72 Miles Direction: Both
Weather: Sunny Observer: Jose
Date: 10/28/2022 Day: Friday

SPEED DATA
Posted: 35 MPH
Time: 12:15pm - 1:25pm
85th %: 41 MPH
Average: 36 MPH
YEAR 2020 2021 2022
Pace: 32-41 MPH

ACCIDENT HISTORY
INJURY 1 0 1
PDO 0 0 0
TOTAL 1 0 1
FATAL 0 0 0
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, raised
landscaped median, bike lane
on both sides, no parking, no
recovery area, 54 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
8/30/23
246 286

WILDCAT BOULEVARD
West Stanford Ranch Road to City of Lincoln Limit

DESCRIPTION/LOCATION

Wildcat Boulevard is a four-lane arterial that runs north-south and serves as a major connection between Rocklin and the city of Lincoln. It has a raised landscaped median and landscaped shoulders with meandering sidewalks. There are seven traffic signal controlled intersections on Wildcat Boulevard. A class I bikeway exists on the east side of the roadway between the city of Lincoln and Bridlewood Drive. This class I bikeway is for both northbound and southbound bicycle and pedestrian traffic. There is a class II bikeway between Bridlewood Drive. and West Stanford Ranch Road on both sides of the roadway.

Whitney High School is located on the east side of Wildcat Boulevard to the north and a fire station is located on Wildcat Boulevard close to the West Stanford Ranch Road. intersection. Wildcat Boulevard also serves several residential and collector streets as well as two community parks.

There is no recovery area on Wildcat Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

Accident records show that there were forty-seven collisions on Wildcat Blvd. from 2015 to 2017. There were nineteen collisions in 2015, sixteen in 2016, and twelve in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed for Wildcat Blvd. is 47 MPH. It is recommended that the speed limit remain 45 MPH in accordance with section 21400(b) of the California Vehicle Code.

247
287
Road Name:

Wildcat Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

West Stanford Ranch Rd. to Lincoln Border
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
62'
4 Raised Landscape
45 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 123;
X
X
X
X
X
10,206
X
47 Class II bikeway on both sides of road.
38 - 47
45 2015 2016 2017
19 16 12
W
est Stanford Ranch Rd
Iroquois Rd
Peninsula Dr
Bridlewood Dr
W
hitney Ranch Pkwy
Ranch View Dr
W
est Ranch
View Dr
HIGH
SCHOOL
PARK
OPEN
SPACE

RES RES
OPEN
SPACE
OPEN
SPACE

RES RES

RES OPEN
SPACE
OPEN
SPACE
FIRE

STATION
OPEN
SPACE
X
X
Wildcat Blvd
123;
123;1237
ËÌ
123;
123; 1237
ËÌ
123;OPEN
SPACE
PARK
Lincoln Border Rocklin Border
248
288

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 1 1
58 0
57 1 1
56 0
55 0
54 1 1
53 1 1
52 1 1 2
51 0
50 1 1 2
49 1 1 2
48 1 1 1 1 4
47 1 1 1 1 1 1 6
46 1 1 1 1 4
45 1 1 1 1 1 1 1 7
44 1 1 1 1 1 1 1 1 1 9
43 1 1 1 1 1 1 1 1 1 1 1 11
42 1 1 1 1 1 1 6
41 1 1 1 1 1 1 1 7
40 1 1 1 1 1 1 1 1 1 9
39 1 1 1 1 1 1 1 1 1 9
38 1 1 1 1 1 5
37 1 1 1 3
36 1 1 1 1 4
35 1 1 1 3
34 1 1 1 3
33 0
32 0
31 1 1
30 0
29 1 1
28 0
27 0
26 0
25 0
24 0
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
102
DATE
City Engineer
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, no bike lane, no
recovery area, 62 feet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
FATAL 0 0 0
TOTAL 19 16 12
PDO 9 1 0
INJURY 0 0 0

ACCIDENT HISTORY
YEAR 2015 2016 2017
Average: 42 MPH
Pace: 38 - 47 MPH
85th %: 47 MPH
Posted: 45 MPH
Thursday Time:
2:36pm - 3:20pm
Nick

SPEED DATA
Arroyo Sierra
Segment: West Stanford Ranch - City Limit
Weather: Sunny Observer:

Street: Wildcat Location:

Length: 1.55 Miles Direction: Both
Date:
04/26/2018
Day:
9/26/18
1106 11/23/18
45 249
289

WOODSIDE DRIVE
Pacific Street to Lost Avenue

DESCRIPTION/LOCATION

Woodside Drive is a curvilinear residential collector that intersects both Pacific Street and Sunset Boulevard . It has a painted cente r line, class II bike lanes , and dedicated parking lanes on both sides for its entire length. Woodside Dr ive serves several low density residential street s as well as one moderately sized apartment complex on the east end.

There is no r ecovery area on Woodside Dr ive. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

COLLISIONS

Accident records show that there were seven collisions on Woodside Dr . from 2015 to 2017. There were three collisions in 2015, zero in 2016, and four in 2017.

SURVEY RESULTS/RECOMMENDATION

The 85
th percentile speed for Wildcat Blvd. is 35 MPH. It is recommended that the speed limit remain at 30 MPH in accordance with section 21400(b) of the California Vehicle Code.
250
290
Road Name:

Woodside Dr.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Pacific St. to Lost Ave.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
50'
2 Painted
30 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1238
X
X
X
1669
35 Class II bikeway on both sides of road.
27 - 36
30 2015 2016 2017
3 0 4
Lost Ave
Woodside Dr
Sunset Blvd
Kingwood
Cir
Sequoia Ct
Merrywood Dr
Kingwood CirWoodglade Ct
WestwoodDr
!"$
!"$
RES
RES
RES
RES
RES
RES
RES

RES RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
1238
1238
251
291

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 0
50 0
49 0
48 0
47 0
46 0
45 0
44 0
43 0
42 0
41 0
40 0
39 1 1 1 3
38 1 1
37 1 1
36 1 1 1 1 1 1 1 1 8
35 1 1 1 1 4
34 1 1 1 1 1 1 1 7
33 1 1 1 1 1 1 1 1 8
32 1 1 1 1 1 1 6
31 1 1 1 1 1 1 1 1 1 1 1 1 12
30 1 1 1 1 1 1 1 7
29 1 1 1 1 1 5
28 1 1 1 1 1 5
27 1 1 1 1 1 1 1 1 1 1 10
26 1 1 1 1 1 1 1 7
25 1 1 1 1 1 5
24 1 1 1 3
23 1 1 1 1 1 5
22 1 1 2
21 1 1 1 3
20 0
19 1 1
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
103
DATE
City Engineer
Merrywood
Segment: Pacific - Lost
Weather: Sunny Observer:

Street: Woodside Location:

Length: 0.61 Miles Direction: both
Date:
05/17/2018 &
05/24/2018 Day: Thursday Time:
9am-11:50am / 8:50am
- 10:20am
Ali

SPEED DATA
85th %: 35 MPH
Posted: 30 MPH
Average: 30 MPH
Pace: 27 - 36 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 1
INJURY 0 0 0
FATAL 0 0 0
TOTAL 3 0 4
Resolution # Adopted:

ROADWAY CONDITIONS
2 travel lanes, bike lanes on
both sides, painted center
median, on street parking, 50
deet wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
30 252
292
W

YCKFORD BOULEVARD
Park Drive to Stratton Court
D

ESCRIPTION/LOCATION
W
yckford Boulevard is a four lane major collector that has a raised landscaped median as well as a parking lane on both sides. There is no residential frontage on this section of Wyckford Boulevard, but a junior high s chool is located on the northwest corner of Wyckford Boulevard and Park Drive . Traffic v olumes are moderate and pedestrian volumes are high due to the school.

T
here is no recovery area on Wyckford Boulevard. It is bound by curb, gutter, sidewalk and fixed objects, such as traffic control signs and street lights on both sides.

OLLISIONS
A
ccident records show that there were three collisions on Wyckford Blvd . from 2015 to 2017. There were zero collisions in 2016, one in 2016, and two in 2017.

SURV

EY RESULTS/RECOMMENDATION
Th
e 85 th percentile speed on Wyckford Blvd. is 40 MPH. It is recommended that the speed limit remain at 35 MPH in accordance with section 21400(b) of the California Vehicle Code.
253
293
Road Name:

Wyckford Blvd.

Strip Map

NOT TO SCALE
Legend:

Collision History:

Comments:

Roadside Conditions:

Park Dr. to Stratton Ct.
q
School
Residence
Business
Park
Open Space
Bikeway
Some Recovery Area
School Site Access
Moderate Traffic Volume
Heavy Traffic Volume
No Recovery Area
82'
4 Raised Landscape
35 Roadway Width
Number of Lanes
ADT
Divider Type
Critical Speed
Pace Speed
Existing Speed
Recommended Speed
Traffic Engineering and Speed Map
Speed Zone Survey
!"$Stop Sign
Residential
Industrial
Traffic Signal
Commercial
RES
IND
COM
Speed Limit Sign 1239
X
X
X
X
X
5626
X
40 Class II bikeway on both sides of road.
29 - 38
35 2015 2016 2017
0 1 2
Park Dr
Wyckford Blvd
Concord Rd
Stuart St
Charter Rd
Charter Rd
Stratton Ct
SCHOOL
RES
RES
RES
RES
RES
RES

RES RES RESOPEN
SPACE
OPEN
SPACE
!"$!"$
X
1239
1237
ËÌ
1239
1239
254
294

SPEED SURVEY
Number of Vehicles
Speed (mph) 5 10 15 20 25 30
Total
Volume
65 or higher 0
0 0
0 0
60 0
59 0
58 0
57 0
56 0
55 0
54 0
53 0
52 0
51 1 1
50 1 1 2
49 0
48 0
47 0
46 0
45 1 1
44 1 1
43 1 1
42 1 1 1 3
41 1 1 2
40 1 1 1 1 1 1 6
39 1 1 2
38 1 1 1 1 1 1 1 1 1 1 10
37 1 1 1 1 1 1 1 1 1 1 1 11
36 1 1 1 1 1 5
35 1 1 1 1 1 1 1 1 1 1 1 1 1 13
34 1 1 1 1 1 1 1 1 1 1 1 1 1 13
33 1 1 1 1 1 1 1 1 1 9
32 1 1 1 1 1 1 1 7
31 1 1
30 1 1 1 1 1 1 1 7
29 1 1 1 3
28 1 1 1 3
27 1 1 2
26 0
25 1 1
24 1 1
23 0
22 0
21 0
20 0
19 0
18 0
17 0
16 0
15 0
14 0
13 0
12 0
11 0
10 or lower 0
105
DATE
City Engineer
median @granite Oaks Bus Turnout
Segment: Park - Stratton
Weather: Sunny Observer:

Street: Wyckford Location:

Length: .44 Miles Direction: Both
Date:
04/30/2018
Day: Monday Time:
10:03am - 10:34am
Long

SPEED DATA
85th %: 40 MPH
Posted: 35 MPH
Average: 35 MPH
Pace: 29 - 38 MPH

ACCIDENT HISTORY
YEAR 2015 2016 2017
PDO 0 0 0
INJURY 0 0 0
FATAL 0 0 0
TOTAL 0 1 2
Resolution # Adopted:

ROADWAY CONDITIONS
4 travel lanes, landscape
median, bike lanes on both
sides, recovery area, 82 feet
wide
Total Number of Vehicles:

DECLARED SPEED LIMIT: MPH
9/26/18
1106 11/23/18
35 255
295
City Council
Staff Report

Subject:

Agreement with Roseville Housing Authority for Housing Choice Voucher Program Administration
Date:

December 12, 2023
Submitted By:

Elizabeth Sorg, Management Analyst
Department:

City Manager's Office
Recommendation:

Background:

On September 6, 1983, the City of Rocklin consented to having the City of Roseville Housing Authority operate within the city limits. Since then, the Roseville House Authority has acted as one of two housing authorities that operate in the city. Because the City of Rocklin does not have a housing authority, the Placer County Housing Authority also covers the city. The agreement with Roseville entered into in 1983 allows the City of Roseville Housing Authority (RHA) to administer the Section 8 Program. This program provides vouchers for low-income individuals to assist with rental payments for a location of their choosing.

The Section 8 program, since renamed to the Housing Choice Voucher (HCV) Program, has been operated by the RHA since the first contract was executed in 1983, and the RHA receives a fee from the City of Rocklin for providing this service. There are approximately 130 Rocklin households actively enrolled in the program.

Most recently, the contract was revised on May 6, 2009 and replaced with the current Reimbursement Agreement. Per the current Reimbursement Agreement, the City of Rocklin pays an annual fee with a minimum of $17,600 and a maximum of $27,500 for the administration of this program. RHA also receives funding from the federal Department of Housing and Urban Development, with RHA paying the difference between the HUD funding provided and the actual costs to administer the program; fees charged to Rocklin each year represent the cost proportionate to the number of Rocklin vs. Roseville households being served.

Over time, as administrative costs have increased, the fee associated with program administration has not changed. In 2023, the RHA contacted the City of Rocklin to request an Item Number 3D.

296
update of the Reimbursement Agreement. The updated agreement (Attachment 2) would increase the minimum annual fee to $20,000 and the maximum fee to $40,000. The maximum fee proposed is based on a projected five year forecast that indicated City of Rocklin costs could be as much as $38,000. The exact amount of this fee will vary every year because it is calculated based on the total administrative expenses for the program year which will change based on the number of Housing Vouchers provided. The revised agreement also places a limit on the number of Project Based Vouchers (PBV) that can be issued by the RHA in Rocklin. The proposed limit is 20%.

Historically, the RHA issues about 20% of its annual HCVs to people who live in Rocklin. The RHA does not control where the recipients of these programs live; the voucher recipients select their housing, and this amount has remained at about 20%. Project Based Vouchers, in contrast, are attached to the property and not the individual. The RHA will buy-down the cost of the identified units in a development, and income-qualified residents will pay the remainder of the cost. In keeping with the historic levels of usage for the HCVs, the RHA proposes limiting the total number of PBV for Rocklin to 20% to be consistent with historical levels of usage.

Fiscal Impact:

The fee for this program is budgeted in the Fiscal Year 2023/24 Operating Budget in the housing budget (General Fund department 603). The increase in this fee has been accounted for in the current fiscal year budget and will be added to future budgets.

ATTACHMENTS:

1. Resolution

2. Resolution Exhibit A - Reimbursement Agreement
297
RESOLUTION NO. 2023-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROCKLIN APPROVING

AND AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT

AMENDMENT WITH THE CITY OF ROSEVILLE HOUSING ATHORITY TO

ADMINISTER THE HOUSING CHOICE VOUCHER PROGRAM AND PROJECT

BASED VOUCHER PROGRAM
WHEREAS, the US Department of Housing and Urban Development makes available the Housing Choice Voucher rental assistance program, formerly known as the Section 8 Program, (PROGRAM) to communities having an active housing authority; and
WHEREAS, section 34208 of the Health and Safety Code of the State of California provides that a city housing authority may operate within the city and the area within five (5) miles of its territorial boundaries, including an area within the territorial boundary of another city if such city so consents; and WHEREAS, CITY is within five (5) miles of AUTHORITY, operation of AUTHORITY within CITY would enable CITY to have the benefits of the PROGRAM, and the CITY has adopted a resolution consenting to operation of the AUTHORITY within CITY; and
WHEREAS, CITY and AUTHORITY entered into an agreement dated September 29, 1983 relating to administration of the PROGRAM and reimbursement for such PROGRAM administration; and WHEREAS, CITY and AUTHORITY replaced said agreement with a Reimbursement Agreement dated May 6, 2009; and
WHEREAS, CITY and AUTHORITY desire to amend said agreement with this First Amended and Restated Reimbursement Agreement.

NOW, THEREFORE, the City Council of the City of Rocklin does resolve as follows:

Section 1. The City Council of the City of Rocklin approves and authorizes the City Manager to execute an amendment to the Reimbursement Agreement in the form attached hereto as Exhibit “A.”.

Section 2. The City Manager is hereby authorized to execute any contract amendments up to $50,000.
298
Section 3. The City Manager, or the City Manager’s designee, is hereby authorized to approve all financial transactions, budgets, and appropriations needed to carry out this grant program in connection with the Contract in accordance with the law and City policy.

PASSED AND ADOPTED this 12th day of December, 2023 by the following v ote:

AYES: Councilmembers:

NOES: Councilmembers:

ABSENT: Councilmembers:

ABSTAIN: Councilmembers:

Mayor
ATTEST:

Haley Reid, Acting City Clerk
299

Page 2 ends

Rocklin City CouncilDecember 12, 2023

Rocklin City Council
December 12, 2023