Cities Index.
Agenda

Hemet City Council
January 10, 2023

Document
Agenda
Meeting
January 10, 2023
Body
Hemet City Council
Pages
3,712
Original file
273.5 MB
Text extracted from the city's file for reading and search. Open the original on hemetca.civicweb.net. That file is the official record.

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City of Needles
2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 84 MINAGAR & ASSOCIATES, INC.

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City of Needles
2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 85 MINAGAR & ASSOCIATES, INC.

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2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 86 MINAGAR & ASSOCIATES, INC.

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2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 87 MINAGAR & ASSOCIATES, INC.

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2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 88 MINAGAR & ASSOCIATES, INC.

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2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 89 MINAGAR & ASSOCIATES, INC.

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2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 103 MINAGAR & ASSOCIATES, INC.

Appendix E
Speed Gun Calibration Certification

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City of Needles
2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 104 MINAGAR & ASSOCIATES, INC.

Appendix F
Proposed Speed Limits Map

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City of Needles
2022 Citywide Engineering and Traffic Survey (E&TS) Report ____________________________________________________________________________________ ____________________________________________________________________________________ 105 MINAGAR & ASSOCIATES, INC.
25 MPH
30 MPH
35 MPH
40 MPH
45 MPH
50 MPH
Proposed Posted Speed Limit
Lillyhill Dr
San Clemente
Cibola St
Coronado St
Bailey Ave
J St
North K St
Needles Hwy
Needles Hwy
Arizona
California
San Bernardino
County
Mohave County
30 30 40
25 25
25 50
30 30
35 35
Lillyhill Dr

MINAGAR & ASSOCIATES, INC
City of Needles
2022 Citywide
Engineering and
Traffic Survey (E&TS)
August 3, 2022
N.T.S.

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REQUEST FOR PROPOSAL to provide

CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS)

CITY OF HEMET, CA

APPENDIX B
Required Forms

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REQUEST FOR PROPOSAL to provide

CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS)

CITY OF HEMET, CA

Minagar & Associates, Inc.
23282 Mill Creek Drive, Suite 120, Laguna Hills, CA 92653 (949) 707-1199, Extension 2#
Fred Minagar
Principal 11/22/2022

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REQUEST FOR PROPOSAL to provide

CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS)

CITY OF HEMET, CA

Fred Minagar, MS, PE
Minagar & Associates, Inc.
23282 Mill Creek Drive, Suite 120
[email protected]
(949) 707-1199
Irvine, CA 92653
11/22/2022

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REQUEST FOR PROPOSAL to provide

CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS)

CITY OF HEMET, CA

Fred Minagar, Principal

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REQUEST FOR PROPOSAL to provide

CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS)

CITY OF HEMET, CA

APPENDIX C
Key Personnel Resumes

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0,1$*$5 $662&,$7(6,1&
7UDIILF(QJLQHHULQJ7UDQVSRUWDWLRQ3ODQQLQJ,76&RQVXOWDQWV FRED MINAGAR, M.S., R.C.E., P.E.

EDUCATION
x Harvard University, John F. Kennedy School of Government, Cambridge, MA, Executive Education Leadership Program
x The George Washington University, Washington, D.C. ITS Program Diploma x Pepperdine University School of Law, Malibu, California, Negotiation Skills and Advocacy x St. John’s University, New York, New York, Management Diploma x New York University, New York, New York, Management Practice x University of Cincinnati, Cincinnati, Ohio, M.S. Transportation Engineering x Thesis and Research work with computer analysis at Transportation Research Center of Ohio x University of Louisiana, Lafayette, Louisiana, B.S.C.E. Civil Engineering

REGISTRATION
x NATIONAL:
ƒ National Council of Examiners for Engineering & Surveying, No. 9112 x STATE:
ƒ California: Registered Civil Engineering. No. C053466 ƒ New Jersey: Registered Professional Engineer. No. GE33090

EXPERIENCE
x 37 Years of Professional Public & Private Consulting Experience x Engineered, Managed & Administered Over 100 ITS and 800 Traffic Engineering & Transportation Planning Projects in Over 17 States

EXPERTISE
x Traffic Engineering & Traffic Signal Design
x Intelligent Transportation System (ITS); ATMS, ATIS, System Communications x Transportation Planning, EIR & EIS, TDM, TMP & TSM Special Studies

AWARDS/HONORS
x Re-Elected to City Council, City of Laguna Niguel, California, 2014-2022, Mayor, MPT x Recipient of the Best Traffic Congestion Mitigation Award in Los County, 2005 x Recipient of the PTI’s Best Transportation Technology Solutions for Synchronizing 121 Caltrans, County & City Traffic Signals Award in the U. S., 2003
x Awarded the United States Congressional Order of Merit, 2003 x Recipient of the 2002 National Leadership Award
x Recipient of the CAATS’ 2002 Award of Excellence for Best California Return on Investment Project
x Re-elected to Traffic and Transportation Commission Chairman, City of Laguna Niguel, California, 2002 & 2003
x Recipient of the Los Angeles County MTA’s Teamwork Award for the Countywide Signal Systems Training Program, 2000
x Re-appointed to Traffic & Transportation Commissioner by the Mayor & Council of the City of Laguna Niguel, California for 1997-1999, 1999-2001, 2001-2003 x Publicity/Public Relations Chairman, 1st Annual Meeting of California Alliance for Advanced Transportation System (CAATS), Newport Beach, 1995
x Appointee by ITE International President to Serve on PR Committee for 1993 & 1994 x Publicity/Public Relations Chair, 44th Annual Meeting of ITE D-6, Anaheim, CA, 1991 x Certificates of Appreciation, Western ITE Newsletter Technical Editor, 1990-1994 x Recipient of 1990 ITE International Award, Orlando, Florida, USA x Recipient of 1989 ITE International Award, San Diego California, USA x Recipient of 1988 ITE International Award, Vancouver, Canada x Certificate of Appreciation, ITE Metropolitan Section of NY & NJ, 1987 and 1989 x Founded and Organized ITE Student Chapter at University of Cincinnati, 1984 x The Southwestern Award of Merit, 1981
x Outstanding Young Man of America for 1982

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Traffic Engineering - Transportation Planning - ITS Consultants )5('0,1$*$5065&(3(),7(

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SYNOPSIS of PROFESSIONAL EXPERIENCE:
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x City of Beaumont’s 2018 Citywide Engineering & Traffic Survey including Surveys of 48 Segments x City of Santa Fe Springs’ 2016 Citywide Engineering & Traffic Survey including Surveys of 115 Segments x City of South Pasadena’s’ 2014/2015 Citywide Engineering & Traffic Survey including Surveys of 60 Segments
x City of Santa Fe Springs’ 2014 Citywide Engineering & Traffic Survey including Surveys of 115 Segments x City of Colton’s’ 2013-2014 Citywide Engineering & Traffic Survey including Surveys of 44 Segments x City of Culver City’s 2014 Citywide Engineering & Traffic Survey for 70 Segments x City of Lawndale’s 2013 Citywide Engineering & Traffic Survey including Radar Surveys for 22 Segments x City of South Pasadena’s 2012 City’s Sub-area Engineering & Traffic Survey x City of San Marino’s 2011/2010 Citywide Engineering & Traffic Survey including Radar Surveys and ADTs for 50 Segments
x City of Manhattan Beach’s 2010 Citywide Engineering & Traffic Survey including Radar Surveys and ADTs for 51 Segments
x City of Santa Fe Spring’s 2010 Citywide Engineering & Traffic Survey including Radar Surveys and ADTs for 115 Segments
x City of Baldwin Park’s 2009 Citywide Radar Speed Survey and Preparing Engineering & Traffic Survey Report for 54 Major Arterial Segments
x City of Baldwin Park’s 2004 Citywide Speed Survey and Preparing Engineering & Traffic Survey Report for 54 Major Arterial Segments
x City of Laguna Niguel’s Palmilla Community Speed Limit Assessment and Signing & Striping Plans x City of Rancho Santa Margarita’s Citywide Speed Survey II x City of Rancho Santa Margarita’s Speed Limit Sign & Inventory of the Entire City x City of Rancho Santa Margarita’s Engineering & Traffic Survey of Los Flores Sub Region x City of Redondo Beach’s Engineering & Traffic Survey of 12 Major Corridors x City of Rancho Santa Margarita’s Engineering & Traffic Survey including 9 Radar along 3 Corridors x City of Sacramento’s Arden/Arcade Local Area Transportation Study TSM & Traffic Operations Studies, Sacramento, California
x Governor’s Island Ferry Stacking TSM Project for the U.S. Coast Guard, Manhattan, New York

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TONY MINAGAR

EDUCATION
x University of California Berkeley, Safety & Traffic Control Plans for Work Zones Certificate, 2006
x Tehran Institute of Technology, HVAC Associate Degree, 1978 x Nafisi Technical Institute, Mechanical Systems Diploma, 1975

EXPERIENCE
x 16 Years of Professional Public & Private Consulting Experience x Managed & Administered Over 700 Traffic Signal Data Programs, Travel Time & Delay, Geometry Collection in 84 cities in California, New Jersey, New York & Virginia

EXPERTISE
x Traffic/Civil/Electrical Engineering & Transportation Planning Construction Management, Inspection & Field Data Collection

SYNOPSIS OF PROFESSIONAL EXPERIENCE
x Managed 7 Intersection Signal, Counts & Geometries for the City of Santa Fe Springs, CA
x Managed Metro Gold Line’s Field Train Data Collection in South Pasadena & Los Angeles, CA
x Managed Metrolink/SCRRA’s Field Data Collection for the Cities of Palmdale & Baldwin Park
x Managed 145 Intersection Traffic Signal, TMC Counts & Geometry Data Collection for the City of Modesto & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Modesto, CA
x Managed 121 Intersection Traffic Signal, TMC Counts & Geometry Data Collection for the City of Modesto & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Modesto, CA
x Managed 93 Intersection TMC Counts & Geometry Data Collection for the City of Santa Clarita Traffic Signal Synchronization Project, Santa Clarita, CA x Managed 38 Intersection TMC Counts & Geometries for the City of Santa Clarita, CA x Managed 20 intersection Counts & Geometries for the City of Ceres & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Ceres, CA x Managed 42 Intersection TMC Counts for the City of Baldwin Park Citywide Traffic Signal Synchronization, Baldwin Park, CA
x Managed 72 Intersection TMC Counts & Geometries Data Collection for the City of Modesto Downtown Traffic Signal Synchronization Project, Modesto, CA x Managed 25 Intersection Counts for the City of Ceres & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Ceres, CA
x Managed 98 intersection TMC Counts & Geometries Data Collection for the City of Modesto & Caltrans D10 for Citywide Traffic Signal Synchronization Project , Modesto, CA x Field Investigated the Safe Routes to School (SR2S)Locations in the City of Coachella x Managed 54 Field Data Collections for the Speed Surveys, Baldwin Park, CA x Managed 36 Field Data Collection for the Speed Surveys, Redondo Beach, CA x Managed 21 Intersection Signal, Counts & Geometries for a New Holiday Inn Hotel, Irvine, CA
x Managed 22 Intersection Signal, Counts for the City of Palmdale & Caltrans D-7, Palmdale, CA
x Managed 18 Intersection Signal, Counts for the City of Baldwin Park, Baldwin Park CA x Managed 8 Intersection Signal, Counts for the City of Palmdale & Caltrans D-7, Palmdale, CA
x Managed 20 Intersection Signal, Counts for the City of Calabasas & Caltrans D-7, Calabasas, CA
x Managed 7 Intersection Counts for the Cities of Long Beach & Lakewood, CA x Managed 14 Intersection Signal, Counts for the City of Baldwin Park, Baldwin Park, CA x Managed 3 Intersection Signal, Counts & Geometries for the City of Long Beach, Long Beach, CA

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SYNOPSIS of PROFESSIONAL EXPERIENCE:
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x Managed 18 Intersection Signal, Counts & Geometries for Caltrans D-7, La Verne, Pomona & Claremont, CA
x Managed 20 Isolated Intersection Signal, Counts & Geometries for the City of Colton, Colton, CA
x Managed 3 Intersection Signal, Counts & Geometries for the City of Ridgecrest, CA x Managed 7 Intersection Signal, Counts & Geometries for the City of Burbank, Burbank, CA
x Managed 21 Intersection Counts & Geometries for a New Holiday Inn Hotel, Irvine, CA x Managed 3 Intersection Signal, Counts & Geometries for the City of Riverside, CA x Managed 4 Intersection Signal , Counts & Geometries for the City of Glendora, CA x Managed 6 Intersection Signal, Counts & Geometries for the City of Santa Fe Springs, CA x Managed 7 Intersection Signal, Counts & Geometries for the City of Los Angeles, CA x Managed 5 Intersection Signal, Counts & Geometries for the County of Los Angeles, CA x Managed 4 Intersection Signal, Counts & Geometries for the City of Chino Hills, CA x Managed 7 Intersection Signal, Counts & Geometries for the City of Lancaster, CA x Managed 8 Intersection Signal, Counts & Geometries for the City of Palmdale, CA x Managed 12 Intersection Signal, Counts & Geometries for the City of Diamond Bar, CA x Managed 7 Intersection Signal, Counts & Geometries for the City of San Diego, CA x Managed 11 Intersection Signal, Counts & Geometries for the City of Redlands, CA x Managed 6 Counts & Geometries for the City of San Clemente, San Clemente, CA

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MINAGAR & ASSOCIATES, INC.

Traffic Engineering - Transportation Planning - ITS Consultants

TRI PHAM

EDUCATION
• Mount San Antonio College, Walnut, Associate Science, Electrical Engineering, 1979

EXPERIENCE
• 28 Years Professional ACAD & Drafting Experience

EXPERTISE
• ACAD
• MicroStation
• Versacad
• MS Programming
• Pascal
• Visual Basic

SYNOPSIS OF PROFESSIONAL EXPERIENCE
• Conducted Numerous Traffic Surveys and Speed Projects for the Cities of Rancho Santa Margarita, Redondo Beach, Baldwin Park, Colton and etc. • Numerous TCP, Signal, Signing & Striping, Interconnect & Systems Communications plans preparation
• Recommendations and implementation of Traffic Signal Upgrades, Installation of 170 Controllers, Field signal timing uploading and downloading, BI-TRANS SA firmware 170 controller setting, testing of SA firmware and conversion to 170 controller format • Familiar with C8 and LACO formats
• Provided ACAD and drafting services for 15 years
• Created all the Base Maps and 121Geometries Diagrams for the City of Modesto & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Modesto, CA • Created all the Base Maps for 93 Intersection Geometries for the City of Santa Clarita Traffic Signal Synchronization Project, Santa Clarita, CA • Created 38 Intersection Geometries for the City of Santa Clarita, CA • Created 20 Intersection Geometries for the City of Ceres & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Ceres, CA
• Created 42 Intersection Plans for the City of Baldwin Park Citywide Traffic Signal Synchronization, Baldwin Park, CA
• Created 72 Intersection Geometries Data Collection for the City of Modesto Downtown Traffic Signal Synchronization Project, Modesto, CA
• Created 25 Intersection Plans for the City of Ceres & Caltrans D-10 Citywide Traffic Signal Synchronization Project, Ceres, CA
• Created 98 Intersection Geometries for the City of Modesto & Caltrans D10 for Citywide Traffic Signal Synchronization Project , Modesto, CA • Created 22 Intersection Plans for the City of Palmdale & Caltrans D-7, Palmdale, CA • Created 18 Intersection Plans for the City of Baldwin Park, Baldwin Park CA • Created 8 Intersection Geometries for the City of Palmdale/Caltrans D-7, Palmdale,CA • Created 20 Intersection Geometries for the City of Calabasas & Caltrans D-7, Calabasas, CA
• Designed 7 Intersection Plans for the Cities of Long Beach & Lakewood, CA • Designed 14 Intersection Plans for the City of Baldwin Park, Baldwin Park, CA • Designed 3 Intersection Plans for the City of Long Beach, Long Beach, CA • Designed 6 Intersection Plans for the City of San Clemente, San Clemente, CA • Designed 18 Intersection Plans for Caltrans D-7, La Verne, Pomona & Claremont, CA • Designed 7 Intersection Plans for the City of Burbank, Burbank, CA • Designed 7 Intersection Plans for the City of Los Angeles, CA

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MINAGAR & ASSOCIATES, INC.

Traffic Engineering - Transportation Planning - ITS Consultants

JENNY TU TRAN

EXPERIENCE
• 1 Year Professional Experience

EDUCTAION
• University of California, Irvine, BSC&E Civil & Environmental Engineering

EXPERTISE
• Traffic & Transportation Engineering
• Parking Studies
•
• Transportation Planning
• Traffic Signal Timing
• Highway Capacity
• Safety Assessment

RELATED SKILLS
• Use of various Traffic Engineering and Transportation Planning software:

HCS, SYNCHRO, SimTraffic
• AUTOCAD & MicroStation
• Advanced Surveying
• Highway Design (InRoads, CaiCe)
• ArcGIS
• MATLAB 2018, SketchUp, SolidWorks 2018, Stella, Spartan SYNOPSIS of PROFESSIONAL EXPERIENCE
• Engineering Assistant for the Preparation of Engineering & Traffic Surveys, Safety and Traffic Collision Analysis, Traffic Signal Modification, Interconnect Plans and Fiber Optic Systems for the City of Chino. Performed field investigations followed up by utilizing ACAD 2020 computer software for the base Engineering Plans • Prepared a Left Turn Traffic Signal Warrant Assessment by Utilizing CA MUTCD Standards for the Intersection of Schaefer at Roswell for the City of Chino • Prepared a Traffic Signal Warrant Assessment by Utilizing CA MUTCD Standards for the Intersection of 7th Street at Valley Blvd. for the City of Colton • Engineering Assistant for the Evacuation Plan Improvement Traffic Study utilizing Synchro 10.0 Micro-computer Modeling and Sim Traffic Micro-computer Simulation for 5 Wildfire and 1 Tsunami Evacuation Plans via Pacific Coast Highway City of Malibu • Prepared a Traffic Signal Warrant Assessment by Utilizing CA MUTCD Standards for the Intersection of San Bernardino Ave. at Sycamore Street for the City of Colton • Prepared a Traffic Signal and Stop Sign Warrant Assessment by Utilizing CA MUTCD Standards for the Intersection of “C” Street at Meridian for the City of Colton • Prepared a Traffic Signal Warrant Assessment by Utilizing CA MUTCD Standards for the Intersection of Olive Street at Meridian for the City of Colton • Prepared a Technical Memo for Federal/State and City ADA Compliance at the Existing Handicap Ramps at the Two Signalized Intersections of Roswell at Schaefer and Pipeline at Schaefer in the City of Chino
• Prepared a Technical Memo for the Establishment of Policies and Procedures for RedCurb Zones within the Residential and Commercial Areas for the City of Gardena • Prepared a Traffic Impact Study for the Proposed Retail/Commercial Center at 81933 Indio Blvd for the City of Indio. Analyzed the Potential Impacts of the Proposed Project on the Existing and Future Capacity and Operations of the 6 Existing Signalized Intersections.
• Prepared a Traffic Impact Study for the Proposed Retail/Commercial Center at Jefferson Ave at Varner for the City of Indio. Analyzed the Potential Impacts of the Proposed Project on the Existing and Future Capacity and Operations of the 6 Existing Signalized Intersections.
• Prepared a Traffic Impact Study for the Proposed Bloomington Truck Stop within the Bloomington Unincorporated area of San Bernardino County for the County of San Bernardino. Analyzed the Potential Impacts of the Proposed Project on the Existing and Future Capacity and Operations of the 15 Existing Signalized Intersections as well as 4 Future Intersections. Analyzed the Capacity and Operations of the 17 intersections utilizing Synchro 10.0 & HCS 2000+ software.
• Prepared a Technical Memo for the Development and Establishment of VMT ( Vehicle Miles Travelled) for the Transportation Impact Analysis of the CEQA Requirement based upon the Senate Bill (SB) 743 for the City of Colton

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MINAGAR & ASSOCIATES, INC.

Civil Engineering-Traffic Engineering-Transportation Planning Consultants

FIROZ VOHRA, MS, TE

EDUCATION
• University of Cincinnati, Cincinnati, Ohio, MSCR in Transportation Engineering • Maharaja Sayajirao University of Baroda, Baroda, India, BSCE in Highway Engineering

PROFESSIONAL CAPABILITIES/SUMMARY
Firoz Vohra is an experienced traffic engineer with over 34 years of experience. He began his career in the private sector where responsibilities included planning and designing highway alignments, developing traffic demand projections and preparing and analyzing traffic studies. He then moved to the public sector as a City Traffic Engineer for the City of Modesto where he served in that position for 15 years and then served the City as Deputy Director of Public Works for 7 years. The experience and knowledge gained throughout my career presents an invaluable asset to my clients.

He is a proven team player with a focus on utilizing his public-service experience to achieve the goals of the clients he serves.

PROFESSIONAL EXPERIENCE
Senior Traffic Engineer for Minagar & Associates, Inc.

Jul 2018 – Present
Senior Engineer for the Public Works Transportation Division of Stockton, CA 2010 – 2018
Responsibilities include administering & managing the recently combined Transportation Engineering Division within the Public Works Department. The purpose is to bring Transportation projects to the County by leveraging Federal & State grant funds with Local transportation dollars; improve traffic flow, enhance safety & reduce congestion by prioritizing projects based on roadway capacity & safety.

Manager III for the Public Works Engineering Support Division of Modesto, CA 2009 – 2010
Responsible for the Development Services, Community Service Districts, Landscape and Lighting Districts, Encroachment and Transportation Permits, County Surveys, Mapping Services and Traffic Engineering Units. Responsibilities include managing and implementing the workload, people and resources of these units. Provide supervision, attend public meetings, develop projects and perform traffic analysis. Duties also include development and maintenance of Development Design Standards and Master Plan Standards. Produce and process annual engineer reports for Community Service Districts, Landscaping and Lighting Districts. Act as County Project Manager on major projects.

Deputy Director for the Public Works Department of Modesto, CA 2002 – 2009
Headed the Streets and Traffic Services Division of the Public Works Department. Reported to Department Director and City Manager. Assumed Acting Director of Public Works role during the Director’s absence. Supervised Streets Engineering, Traffic Engineering/Operation and Street Maintenance staff (52 FTEs). Permanent substitute for the City Manager at the StanCOG Technical Advisory Committee. Regularly briefed the Mayor and Council Members on policy issues prior to all StanCOG policy board meetings and offered recommendations. Chaired the City of Modesto’s Fees Task Force committee. Developed and monitored division budgets (Operating & CIP) and workflow. Secured CMAQ, STP, SR2S grants for capital projects.

Developed the ARRA-2009 (Stimulus Package) projects proposal. Developed county-wide

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MINAGAR & ASSOCIATES, INC.

Civil Engineering-Traffic Engineering-Transportation Planning Consultants

FIROZ VOHRA, TE
PROFESSIONAL EXPERIENCE CONTINUED:

Pavement Management System and roadway repair priorities. Developed the SR 99/Pelandale Interchange project concept and led it to PA&ED state through CalTrans District 10. Served on the regional North County Corridor (25 miles long new expressway) project as the Technical Advisory Committee member to the Joint Powers Authority.

City Traffic Engineer for the City of Modesto, CA
1987 – 2002
Reported to Department Director and Deputy Director. Supervised the research, analysis and planning of development projects and other transportation studies which ensure safe and efficient traffic flow and mobility while enabling economic development. Have conducted and overseen research and analysis on development projects; planned and organized transportation planning studies; neighborhood traffic planning and analysis; traffic impact reports for development projects; plans, and environmental review. Developed strategies to build –livable communities by creating new streetscapes that provide maximum safety for pedestrians, bicycles and motorists, while keeping travel speeds low and providing optimum access. Developed traffic management strategies and systems to manage the growing traffic demands by employing state-of-the-art technologies. Prepared and presented a variety of reports; developed division’s operating as well as capital improvement budgets.

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REQUEST FOR PROPOSAL to provide

CITYWIDE ENGINEERING AND TRAFFIC SURVEY (E&TS)

CITY OF HEMET, CA

APPENDIX D
Speed Gun Calibration Certificates

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MINAGAR & ASSOCIATES, INC.
23282 Mill Creek Drive, Suite 120
Laguna Hills, CA 92653
Tel: (949)707-1199
Web: www.minagarinc.com
2019 Winner of the Orange County Engineering Council’s Outstanding Service Award 2016 Winner of the ASCE’s Outstanding Civil Engineer in the Private Sector Award in the State of California 2016 Winner of the ASCE Los Angeles Section’s Outstanding Civil Engineer in the Private Sector Award 2016 Winner of the ASCE Orange County Chapter’s Outstanding Civil Engineer in the Private Sector Award 2016 Certificate of Recognition for Dedication to Support the ELTP Program by Los Angeles County MTA/Metro 2016 Winner of the Orange County Engineering Council’s Outstanding Engineering Service Award 2015 Orange County Business Journal’s 2015 Excellence in Entrepreneurship Award Nominee 2014 Orange County Business Journal’s 2014 Excellence in Entrepreneurship Award Nominee 2012 Winner of Cal-EPA/California Air Resources Board’s Cool California Climate Leader
2011 Award of Excellence in Service by Los Angeles County MTA/Metro in the County of Los Angeles
2011 Award of Excellence in Service by Los Angeles County MTA/Metro in the County of Los Angeles
2010 Award of Excellence in Service by Los Angeles County MTA/Metro in the County of Los Angeles
2009 Winner of the ASCE’s Outstanding Private Sector Civil Engineering Project in Metropolitan Los Angeles
2009 Winner of the Caltrans’ 2009 Excellence in Transportation Award in the State of California
2007 Winner of the ASCE’s Outstanding Public/Private Sector Civil Engineering Project in Metropolitan Los Angeles
2005 Winner of the APWA’s Best Traffic Congestion Mitigation Project of the Year in Southern California
2004 Top Nominee of Transportation Foundation’s Highway Management Program in the State of California
2003 Winner of the PTI’s Best Transportation Technology Solutions Award in the United States
2002 Winner of the ITS-CA’s Best Return on Investment Project Award in the State of California
2000 Award of Excellence in Service by Los Angeles County MTA/Metro in the County of Los Angeles
Celebrating 29 Years ofPlanning & EngineeringExcellence • Traffic Engineering
• Transportation Planning
• ITS (Intelligent Transportation Systems)
• Civil/Electrical Engineering
• Homeland Security
• Construction Engineering Management

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Engineering & Traffic Survey

PROPOSAL FOR
NOVEMBER 22, 2022

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November 22, 2022
Noah Rau, PE
Public Works Director/City Engineer
City of Hemet, Engineering Department
445 E. Florida Avenue
Hemet, CA 95243
Subject: Proposal for Engineering and Traffic Survey
Dear Mr. Rau:

TJKM Transportation Consultants (TJKM) is pleased to submit our Proposal for Engineering and Traffic Survey (ETS) for the City of Hemet. TJKM is a transportation planning firm located in California, Florida, and Texas. For over 48 years, TJKM has been involved with all aspects of transportation planning and traffic engineering to improve the quality of life for many communities within California.

As a premier transportation-consulting firm recognized for our transportation planning, traffic operations, traffic engineering design and intelligent transportation system capabilities, our skills and depth of resources have been proven by successfully completing hundreds of transportation projects for local and state agencies.

Understanding
We understand your needs and with the unique combination of our understanding of your goals and our expertise, we can form a great partnership now and for the future. The TJKM Team is committed to providing speed zone updae services to the satisfaction of the City of Hemet. We look forward to hearing from you regarding further steps in the consultant selection process.

Your Project Manager
TJKM commits to the City a dedicated staff of seasoned, experienced experts who have demonstrated capabilities to meet the technical, managerial and schedule challenges to be encountered on this contract. To meet the specific needs of the City of Hemet, we are pleased to propose Mr. Chris Kinzel, PE, TE, as Project Manager. He has 62 years of experience in the areas of traffic impact studies, citywide speed studies, municipal traffic engineering, freeway operations, arterial system planning, circulation studies, general/specific plans, parking studies, corridor studies, expert witness testimony, transportation planning, geometric design, and safety studies. He will also be supported by a group of talented and experienced professionals. The TJKM Team brings current knowledge and experience to the City and is ready to “hit the ground running”.

CALIFORNIA | FLORIDA | TEXAS
Corporate Office 4305 Hacienda Drive, Suite 550, Pleasanton, CA 94588 925.463.0611 www.TJKM.com

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Mr. Rau
November 22,, 2022
Required Statements
Contact: The primary contact for this is Mr. Chris Kinzel, PE, TE, Vice President, located at 4305 Hacienda Drive, Suite 550, Pleasanton, CA 94588. He can be reached by phone at (925) 264-5006, by fax at (925) 463-3690, or via email at [email protected].

Duration: TJKM affirms that the proposal shall remain in effect for 90 days following the due date.

Conflict of Interest: TJKM does not have any interest, direct or indirect, which could conflict in any manner or degree with the performance of services required.

Standard Agreement: TJKM accepts the terms and conditions of the standard professional services agreement included as Attachment A.

Addendums: TJKM is not in receipt of any addendums, but we have received the two sets of questions/answers posted.

As President of the firm, I am authorized to bind TJKM to a contract and you have my personal assurance that all the resources necessary to address the City’s needs will be made available and ready to perform when the opportunity arises. Please feel free to contact Mr. Kinzel at (925) 264-5006 or via email at [email protected]. Mailed correspondence can be sent to TJKM at 4305 Hacienda Drive, Suite 550, Pleasanton, CA 94588.

Sincerely,
TJKM Transportation Consultants
Nayan Amin, TE, President

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Engineering and Traffic Survey | 1

TABLE OF CONTENTS
Corporate Profile ....................................................................................................................................................................... 2 Firm Description ................................................................................................................................................................. 2 Department of Industrial Relations ............................................................................................................................ 2 Company Size ..................................................................................................................................................................... 2 Company Hierarchy .......................................................................................................................................................... 3 Office Location ................................................................................................................................................................... 3 Controlling or Financial Interests ................................................................................................................................ 3 Data Collection Vendor ................................................................................................................................................... 3 Statement of Qualifications ................................................................................................................................................... 4 Relevant Experience ................................................................................................................................................................. 5 References .................................................................................................................................................................................... 6 Project Team ............................................................................................................................................................................... 8 Organization Chart ............................................................................................................................................................ 8 Project Manager................................................................................................................................................................. 9 Team Qualifications .......................................................................................................................................................... 9 Description of services ......................................................................................................................................................... 16 Project Understanding .................................................................................................................................................. 16 Scope of Work ................................................................................................................................................................. 17 Project Reporting............................................................................................................................................................ 21 Time of Work .................................................................................................................................................................... 21 Project Policies/Management Plan .......................................................................................................................... 22 Technical Capabilities .................................................................................................................................................... 22 Quality Control ........................................................................................................................................................................ 23 Availability ................................................................................................................................................................................. 24 Cost Proposal ........................................................................................................................................................................... 25 Appendices
Appendix A Forms
Appendix B Sample ETS Report

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Corporate Profile

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Engineering and Traffic Survey | 2
TJKM Transportation Consultants (TJKM) is pleased to submit our proposal for the Engineering and Traffic Survey (ETS) for the City of Hemet.

CORPORATE PROFILE
Firm Description
TJKM Transportation Consultants (T J K M legal name) is a C Corporation founded in 1974 that provides professional transportation planning, traffic engineering, and traffic operations services throughout California, Texas, and Florida. For over 48 years, more than 3,500 satisfied clients have entrusted TJKM with their critical work. We serve a full-range of clients, including municipalities, congestion management agencies, metropolitan planning organizations, transportation agencies, private developers, other consulting firms, and attorneys. TJKM has been involved in more than 8,000 transportation projects throughout California, and averages about 240 new projects each year. TJKM’s primary service categories include transportation planning, traffic safety, speed zone studies, traffic engineering design (including Plans, Specifications, and Estimates), traffic operations, corridor studies, Intelligent Transportation Systems (ITS), and multimodal studies. Our motivation comes from satisfying clients’ objectives and improving communities. TJKM has a strong roster of both public and private sector clients and continually builds upon this base.

Our planners and engineers have worked on the public side of the desk for years as municipal engineers, developing superior skills in collaborating with the public and city councils and, more importantly, crafting excellent relationships.

Our project managers, engineers, and planners have “hands on” experience and understand the latest requirements, technologies, trends, and standards. Our experience with local agency processes keeps projects moving faster; and know-how from thousands of engagements helps us complete projects on time and within budget.

TJKM is a Disadvantaged Business Enterprise (DBE) #40772 and Small Business Enterprise (SBE) #38780.

Department of Industrial Relations
TJKM is registered with the Department of Industrial Relations (#1000030564).

Company Size
TJKM currently has a staff of 40 employees with offices in Pleasanton, San Jose, Inglewood, Sacramento, Fresno, and Santa Rosa, CA; Austin, TX; and Tampa, FL. We have included six of our experienced staff to work on the Hemet project.

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Company Hierarchy
Mr. Nayan Amin is the President of TJKM and Ms. Ruta Jariwala is the Secretary/Principal. Below is our company organizational chart. We have included copy of this in the Appendix so it is legible.

Office Location
All work will be conducted out of our corporate office located at 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588.

Controlling or Financial Interests
TJKM does not hold controlling or financial interests in any other organization and is not owned or controlled by any other person or organization.

Data Collection Vendor
TJKM has included NDS on our team as a vendor for Data Collection.

Founded in 1989, National Data and Surveying Services (NDS) was established to deliver accurate and cost-effective solutions to its client’s traffic, transit, and GIS/GPS data collection. In 2007, NDS merged with All Traffic Data creating the largest and most experienced data collection company on the west coast. NDS has 20 plus years of successful corporate operations have established it as the foremost, full service, traffic, and transit data collection company on the west coast. TJKM has worked with NDS on the vast majority of its speed zone studies and on many of its other data collection needs.

NDS has an outstanding team of 70 professional full time employees that will ensure the successful coordination and completion of Hemet’s project. With local field crews in ten major cities, NDS can respond quickly to the City of Hemet’s project needs. NDS can leverage its professional experience and technical expertise to deliver accurate and timely data.

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Statement of Qualifications

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Engineering and Traffic Survey | 4

STATEMENT OF QUALIFICATIONS
TJKM uses pre-existing software templates and tools to perform technical analysis, which are proven effective on similar projects. We also use a checklist to ensure all procedures and tasks are followed satisfactorily. This practice eliminates repetitive work and increases the efficiency of our personnel.

We usually have a speed zone study in progress. At the time of this writing, we are completing a citywide study for the City of Martinez and were just selected to undertake the citywide update in Union City. We have enclosed in the Appendix a recent study which demonstrates our processes and gives an example of our final report.

ENGINEERING & TRAFFIC SURVEYS
TJKM has conducted numerous Engineering and Traffic Surveys (ETS) for municipal agencies in over 50 jurisdictions throughout the State of California. Each study segment in all of these projects was carefully reviewed to meet the requirements of California state laws for speed zones and radar enforcement. Past study
recommendations have been adopted by our municipal clients keeping them in compliance with state law and improving traffic safety in their communities.

FAMILIARITY WITH CITY, STATE, & FEDERAL PROCEDURES & PROCESSES To better conform to the standards established in the Federal Highway Administration’s Manual On Uniform Traffic Control Devices (MUTCD), and to address some of the widespread disregard of the five mile per hour (mph) special downward speed zoning provision, the California MUTCD revised the speed zoning section to require rounding the 85th percentile to the nearest five mph increment rather than the lower five mph increment. (This provision was recently changed by the California Legislature.) This specific guideline revision had resulted in raising certain street speed limits and became a challenge for the State and local jurisdictions.

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Relevant Experience

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Engineering and Traffic Survey | 5

RELEVANT EXPERIENCE
TJKM, as the prime consultant, has conducted ETS in the jurisdictions listed below. The estimated total number of segments included in our studies is 2,300 segments.

Project Roadway Segments
 2022 ETS, Martinez* 50
 2022 ETS, Moraga 20
 2021 ETS, Oakley 30
 2021 ETS, E. Palo Alto* 12
 2020 ETS, Palm Desert 83
 2020 ETS, Millbrae 25
 2019 ETS, Folsom 87
 2019 ETS, Gilroy 120
 2019 ETS, Pleasant Hill 39
 2018 ETS, Marina 40
 2017 ETS, Hollister 60
 2017 ETS, Rio Vista 7
 2015 ETS, San Bruno 20
 2014 ETS, Newark 51
 2014 ETS, Danville 35
 2014 ETS, Antioch 68
Note: * In progress
Earlier ETS that were conducted with TJKM as the prime consultant include the:
 City of Alameda
 City of Antioch (2)
 City of Belmont
 City of Colfax
 City of Dublin
 City of El Cerrito
 City of Fremont
 City of Lafayette
 City of Lakeport
 City of Livermore
 City of Livingston
 City of Los Altos Hills
 City of Los Altos
 City of Marysville
 City of Mill Valley
 City of Morgan Hill
 City of Mountain House
 City of Newark (2)
 City of Palo Alto
 City of Pleasanton
 City of Pittsburg
 City of Richmond
 City of Roseville
 City of San Leandro
 City of San Mateo
 City of San Ramon
 City of South San Francisco
 City of Tiburon
 City of Tracy
 City of Turlock
 City of Yuba City
 Contra Costa County
 El Dorado County
 Town of Paradise
 Town of Windsor

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References

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REFERENCES
Nearly 85 percent of our clients are repeat clients. Prompt service, attention to details, strict adherence to schedule requirements, and commitment to our clients’ goals are among the reasons for this steady client base. Our objective on every assignment is to provide the most cost-effective product that meets the specific needs and criteria of each client within the planned schedule and budget. We encourage the City of Hemet to contact our references to learn about our performance. We are confident that you will be pleased with what our clients have to say about us.

CITYWIDE TRAFFIC SPEED SURVEY UPDATE, PLEASANT HILL
Reference: Eric Hu | Principal Transportation Engineer | City of Fremont (Formerly City of Pleasant Hill) | (510) 494-4700 | [email protected]
Project Duration: 2019-2020
Current Status: This project was completed on time and within schedule.

TJKM conducted ETS for 39 street segments in Pleasant Hill.

TJKM complied with the California MUTCD guidelines and
recommended an increase in speed limit for three locations.

TJKM attended the Transportation Commission meeting and responded to questions raised by the Commissioner. The
Commission accepted TJKM’s recommendations and they were adopted by the City Council. This was one of TJKM’s many repeat clients; we conducted this study and updated it five years later.

ENGINEERING & TRAFFIC SURVEYS FOR SPEED ZONES, PALM DESERT Reference: Randy Bowman | Deputy Director of Public Works | City of Palm Desert | (760) 776-6493 |
[email protected]
Project Duration: 2019-2020
Current Status: This project was completed on time and within schedule.

TJKM conducted an ETS for the City of Palm Desert for
recommending potential speed limit update on City streets, in accordance with the State of California regulations and guidelines. The project included 79 roadway segments for a speed limit update evaluation. The project included collecting prevailing speeds and average daily traffic. Mr. Kinzel attended the Council meeting at which the recommendations were
adopted.

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CITYWIDE TRAFFIC SPEED SURVEY UPDATE, GILROY
Reference: Nirorn Than | City Engineer | City of Los Banos (Formerly City of Gilroy) | (209) 827-7056 |
[email protected]
Project Duration: 2019
Current Status: This project was completed on time and
within schedule.

TJKM conducted a comprehensive update of the speed
limits in the City of Gilroy. TJKM conducted radar speed surveys, 24 hour counts, collision analysis, and extensive field reviews at 120 locations. The final recommended
speed limits were approved by the City Council.

ENGINEERING & TRAFFIC SURVEYS, FOLSOM
Reference: Zach Bosch | Senior Civil Engineer | City of Folsom | (916) 461-6710 | [email protected]
Project Duration: 2018-2019
Current Status: This project was completed on time and
within schedule.

TJKM conducted an ETS for the City of Folsom and
recommended speed limit updates on City streets in
accordance with the State of California regulations and guidelines. The project included 87 roadway segments.

The project recommendations were adopted by the City
Council.
2018 ENGINEERING & TRAFFIC SURVEYS, MARINA
Reference: Edrie De Los Santos | Senior Engineer | City of Marina | (831) 884-1212 | [email protected]
Project Duration: 2018
Current Status: This project was completed on time and
within schedule.

TJKM completed an evaluation of the posted speed limits for 40 segments in the City of Marina to recommend
updates and changes for speed limits, in accordance with the State of California regulations and guidelines. The project included two streets designated as expressway, 15 streets designated as arterials, and 23 streets designated as collectors. California Vehicle Code Section 40802
requires that ETS for speed limits should be conducted
once every five, seven, or 10 years by governing municipalities in order to use radar or any other electronic device as a means of speed limit enforcement. The guidelines from the 2014 California Manual for Setting Speed Limits published by Caltrans (May 9, 2014) were used in this Study.

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Project Team

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Engineering and Traffic Survey | 8

PROJECT TEAM
The proposed key individuals for the TJKM Team are the most qualified professionals in their respective areas of specialization. We can confidently state that our key staff will be fully available for this project from beginning to end. In addition, we have a vast base of highly qualified technical members who will be made fully available to the project as required based on the project needs. The TJKM Team has been carefully crafted to provide the City of Hemet with the full range of expertise. We form an integrated team that can enhance the City’s resources, work in close cooperation with its staff, and deliver a successful ETS project. Our proposed team members will be made available to the City as needed for the duration of the project and will not be substituted without approval from the City.

Organization Chart
Our Team Organization Chart illustrates our proven “chain of command” for performance on similar projects. Work performed will be conducted under the direct supervision and direction of the Project Manager, Mr. Chris Kinzel, PE, TE. Mr. Kinzel will be responsible for overall coordination on this contract, maintaining the effectiveness and efficiency of the work, schedule, and ensuring the work products are to the satisfaction of the City and its stakeholders.

We anticipate working closely with City staff to ensure understanding of project objectives from start to project completion. Mr. Kinzel will be responsible for day-to-day coordination and activities. He will be available to City staff and stakeholders at a short notice. All of the staff listed on the organization chart will be available to the City and will not be substituted without approval from the City first.

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Project Manager

PROJECT MANAGER, CHRIS KINZEL, PE, TE (VICE PRESIDENT)
Mr. Chris Kinzel, PE, TE is the proposed Project Manager of the TJKM Team. You can be rest assured that ultimate responsibility for successfully delivering the project to the City of Hemet’s satisfaction will be in the hands of a proactive and seasoned Project Manager that knows how to successfully work with multiple stakeholders, including with and alongside City staff. Mr. Kinzel can be contacted via phone at (925) 264-5006 or via email at [email protected]. Mr. Kinzel will be the primary contact for the City during the contract period. He has over 62 years of traffic engineering experience, and has managed the majority of TJKM’s previous speed studies.

Team Qualifications
TJKM Has also included Nayan Amin, the company president as Principal in Charge and Sayed Fakhry our quality Assurance /Quality Control Manager as the quality Assurance /Quality Control reviewer for your project.

As specialists in traffic surveying, traffic safety, transportation planning, traffic operations, traffic engineering, ITS, public outreach, and transit, the TJKM Team offers the diverse experience needed to complete the ETS project for the City of Hemet. Our Team’s skills and depth of resources have been proven by the successful completion of hundreds of similar projects for local and regional agencies, cities, counties, and Caltrans.

Listed below are the advantages the TJKM Team will bring to the City of Hemet:
 An ideally suited Project Manager
 Successfully completed more than 50 similar ETS/speed zone update projects throughout the State of California
 A team that is available and committed to the successful completion of the project  A strong reputation for competence and quality
All key team members’ resumes are included on the following pages with details of their relevant and recent experience and expertise.

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Planning  Engineering  ITS  Parking  Operations  Complete Streets California | Florida | Texas







1B
32 Nayan Amin, TE

PRESIDENT
Project Role: Principal-In-Charge

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2

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Planning  Engineering  ITS  Parking  Operations  Complete Streets California | Florida | Texas












1B
62 Chris Kinzel, PE, TE

VICE PRESIDENT
Project Role: Project Manager

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Planning  Engineering  ITS  Parking  Operations  Complete Streets California | Florida | Texas








1B
35 2B
Sayed Fakhry, PE, TE

QUALITY ASSURANCE & QUALITY CONTROL MANAGER
Project Role: QA/QC

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Description of Services

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DESCRIPTION OF SERVICES
Project Understanding
The main objective for this project is to analyze approximately 94 existing roadway segments throughout the City of Hemet and recommend appropriate speed limits consistent with the laws and practices of the State of California. For the City of Hemet, TJKM will:
 Conduct an Engineering and Traffic Survey in each speed zone that conforms to Section 627 of the California Vehicle Code and meets the intent of Section 2B.13 of the California MUTCD  Compile collision data relevant to speed zoning
 Identify roadway and traffic conditions that may affect speed zones  Prepare a speed survey map
 Recommend the speed limit for adoption by the City Council Speed limits are established primarily for protecting the public from the behavior of reckless, unreliable, or dangerous drivers. Speed limits are generally established at or near the 85th percentile speed. The 85th percentile speed, also referred to as the critical speed, is defined as the speed at or below which 85 percent of traffic is moving in free flow conditions.

Speed limits established on this basis conform to the consensus of those who drive on the roadways as to what speed is reasonable and safe under normal driving conditions. Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered as a whole because it is not practical to consider each individually. The design and physical characteristics of the roadway place limitations on the safe operating speed of vehicles.

These characteristics include:
 Roadway geometrics, shoulder condition, grade, alignment, and sight distance
 Roadside development, zoning, and environment
 Parking practices, bicycle, and pedestrian activity
 Driveway density
 Signalized or stop-controlled intersections
 Rural, residential, or developed areas
ASSEMBLY BILLS 43 & 1938
An overriding issue on this project is the impact that Assembly Bill (AB) 43 will have on the conduct of ETS in California including the City of Hemet. AB 43 introduces significant changes to the speed zoning process in California that, because it was just enacted into law in late 2021, has not been fully translated into standardized practices. AB 43 makes changes to the California Vehicle Code that could immediately be introduced into portions of the speed zoning process, but also requires modifications to the CA MUTCD, which are developed by the California Traffic Control Devices Committee (CTCDC) and Caltrans. The CTCDC meets quarterly and first discussed the newly enacted AB 43 in its November 2021 meeting and appointed a subcommittee to guide the group through the complexities. During this time, the Legislature enacted AB 1938, which clarified the intended provisions of AB 43. A number of committee and subcommittee meetings were held, and at its November 3, 2022 meeting the CTCDC enacted language and procedures to update speed limits in California.

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TJKM concludes that AB 43 will have major changes to the upcoming Hemet speed limits adjustments.

One change that could be significant is adjusting how field-measured 85th percentile speeds may be rounded. Prior to AB 43, they must be rounded to the nearest 5 miles per hour (mph) increment; as a result of the new law, they may be rounded to the next lower 5 mph increment. This seems like a minor change, but TJKM’s experience is that this is a major change. Other changes allow continuation of previous speed limits under certain circumstances, and the potential for speed limits to able to be extended to 14 years instead of seven. It appears the net effect of AB 43 could be to allow for lower speed limits and/or to have a longer life before additional engineering studies are required.

Many of these newly changed procedures caused by the implementation will likely to be vetted in the near future while the Hemet speed zone update is in progress. TJKM is prepared to work with the City of Hemet in implementing the local procedures. We are confident that with these changes, we have more flexibility in maintaining existing speed limits, where desired. Most cities will appreciate the ability to select more appropriate speed limits.

Scope of Work
TASK 1: PROJECT MANAGEMENT & COORDINATION
TJKM will schedule and attend a Kick-Off Meeting with City staff to allow for a complete understanding of the project goals and the City’s expectations. We will prepare and circulate an agenda in advance of the meeting as well as prepare a list of data needs to be discussed at the meeting. At the meeting, we will discuss contact arrangements, scheduling details, along with communicating and invoicing protocols. TJKM will promptly prepare and circulate the minutes of the meeting. In addition, we have budgeted two additional meetings with City staff. We can attend additional meetings to present findings, justifications, and recommendations presented in the final report, if requested. Also, if needed TJKM can attend a City Council meeting to present our findings and recommendations.  Task 1 Deliverables: Kick-off agenda, meeting, and minutes; telephone check in with City Project Manager at two week intervals; and attendance at two additional meetings with staff.

TASK 2: DATA COLLECTION
Selecting Locations
A crucial component of a speed zone survey is the selection of locations for data collection. The prevailing speed at the data collection point should be representative of the entire speed zone segment and not too close to any traffic control device. Our experience in other jurisdictions suggests the following:
 Locations should be situated beyond the influence of stops, dips, curves, parked vehicles, and any other condition that may affect the normal rate of travel  The site should allow for the collection of data to occur without drawing the attention of drivers  Short speed zone sections and locations near curves should be avoided TJKM will present a map of all proposed survey locations to the City staff for review. Speed surveys will be performed with a calibrated handheld radar gun. Data will be collected from an unmarked vehicle parked in an inconspicuous location on the roadside. The calibrated radar gun will be checked periodically with a tuning fork. Only free-flowing vehicles in the traffic stream will be included in the survey to establish normal speed conditions. Radar data collected in the field will be used to calculate the 50th (the median speed) and 85th (Critical speed) percentile speeds, the 10 mph pace speed (10 mph increment range), the 15th percentile speed (at or below 15 percent vehicle travel), and the percent of vehicles observed within the 10 mph pace speed, and the range of speeds observed.

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Speed Data Analysis
The TJKM Team proposes to use the following measures to collect reliable data:
 A representative number of speeds will be obtained by radar and recorded at each of the 94 locations. Speed for a minimum of 100 vehicles per direction at each location, will be recorded in up to two hours during non-peak hours. In no case will the data samples be less than 50 vehicles per approach. Free-flowing vehicle speeds will be recorded. If several vehicles are in a platoon, only the speed of the first vehicle will be recorded.
 TJKM will coordinate with City staff regarding location and prevailing conditions prior to beginning of the data collection activities.
 The speed survey will not be conducted in a construction area, with or without traffic control devices, or in an area with abnormal topography, visibility concerns, or hazards and inclement weather.
 Other field data will include reference of cross streets, weather conditions, survey time periods, etc.

Special events, or conditions that could influence speeds, will be noted.

Collision History Review & Accident Rate Calculations
Collision history is very important in speed limit establishment and it is vital to become fully aware of collision details, problems, and distributions. TJKM will review collision history for each roadway segment for the last two years, as specified by the CTCDC. The required collision information can be obtained from the collision logs of the California Statewide Integrated Traffic Records System (SWITRS) or directly from the City. TJKM has access to the SWITRS data for the past 10 years and will be able to use data for this study efficiently. This will ensure that the collision analysis is comprehensive, effective, and cost effective. This accident data will be used to prepare a collision rate per million vehicle miles travelled based on Average Daily Traffic (ADT).

Mid-block accident rates will be calculated based on the two-year mid-block collision experience and the ADT volume for each segment. The calculated rates will be compared to average expected collision rates for similar roadway segments as summarized in the California Department of Transportation Accident Data on California State Highways.
 Task 2 Deliverables: Results of speed surveys and 24 hour volumes at all locations and collision history and calculated collision rates for all survey locations.

TASK 3: DEVELOP SPEED LIMIT RECOMMENDATIONS
Detailed Field Audit
A field check will involve a professional traffic engineer driving each street while "floating" with prevailing traffic to determine the speed of traffic from the driver's viewpoint. The engineer will evaluate the appropriateness of the 85th percentile and will add the perspective of human judgment to set the appropriate speed limit. The final recommended limit will be determined by such factors as prevailing speeds and volumes, roadside development, the number and location of driveways, parked vehicles, emergency shoulder areas, schools and playgrounds, areas frequented by pedestrians, horizontal and vertical alignment of the roadway, super elevation, intersection spacing, visibility and control, landscaping, and collision history.

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Engineering and Traffic Survey | 19
Preliminary Findings Memorandum
TJKM will compile all data including speed and volume information, collision information, and the results of the field observations into a Draft Technical Memorandum and submit to City staff for review.

The Technical Memorandum will include 85th percentile speeds, pace speed, mean speed, ADT, speed related collisions, and non-apparent conditions, etc. and will also provide recommendations, justifications, regulations, and requirements that will form the basis of the revised ordinance for speed limits within the City of Hemet. Recommendation on posted speed limits for each roadway segments will be based on the statistical results of the speed surveys, accident analysis, and the field review of roadside conditions and characteristics.

Upon receipt of comments from City staff, a Final Technical Memorandum will be developed incorporating the comments received. The Final Technical Memorandum will be submitted to the City for review and approval.
 Task 3 Deliverables: Data collection results for speeds and volumes, summary of collision data analysis results; citywide 24-hour volume summary map; map showing all locations of radar observations; and preliminary and final technical memorandum on speed recommendations.

TASK 4: DRAFT & FINAL REPORT
TJKM will create a Report presenting the complete results of the speed zone survey, including:
 A description of current law as it relates to speed zone establishment and enforcement  A discussion of the procedures used in the study, including data collection methodology, definitions of key terminology, and general philosophy in establishing speed limit recommendations
 A written statement for each roadway segment explaining the reasons to establish a speed limit  Speed data and subsequent analysis of the 85th percentile speeds will be included in a report Appendix
 All other material discussed in this proposal, including all requirements specified in the Request for Proposal
TJKM will submit a Draft Report to the City, including all of our findings and recommendations. We will obtain comments from the City and will incorporate them into our final document.

TJKM will provide a reproducible version of the Final Report, one bound copy, an editable Word version, as well as a PDF copy. The reports will be signed and certified by Project Manager Mr. Kinzel.

If requested, TJKM will present the Final Report and recommendations at a City Council meeting and respond to all questions and comments. We have included a copy of another Study we have completed as a sample of the quality and details of our Final Reports.  Task 4 Deliverables: Draft Report of Engineering and Speed Study Report; Illustrations of traffic volumes, speed survey locations and final recommended speeds; and a final report and associated documents as described above.

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Engineering and Traffic Survey | 20
Segments are listed in Appendix C.

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Engineering and Traffic Survey | 21
Project Reporting
Our cost accounting system is an active database that the firm can access anytime to determine the status of your project at any moment. The cost control for TJKM’s Project Manager will be applied throughout the invoicing process. Progress reports will also be included to relay information on project progress and critical issues. TJKM will comply with 48 Code of Federal Regulations.

TJKM provides monthly detailed invoices delivered within approximately one working week after the beginning of the month. The invoices contain the hours worked by individual, the billing rates, and cost extension. The invoices also includes the costs to date for the subject project, along with the remaining funds available.

Time of Work
Our proposed team is an experienced team with specific strengths in each of the areas required to deliver this project on schedule and within budget to the satisfaction of the City of Hemet. Our proposed team has a proven track record of successful similar projects and is dedicated to providing high-quality products. With our available resources and experience, TJKM is equipped to provide the level of responsiveness required by the City, all while providing professional and quality services. We have developed an individualized approach for each task that, combined with an active project management and team-oriented approach, will ensure the delivery of timely, high-quality services.

The personnel listed in our organization chart are available to work on the project for the entire duration of the project. Our proposed staff has the availability to accept and complete this key project on schedule and within budget.

TJKM will complete this project in accordance with the schedule shown below. This schedule is intended to ensure that the new speed limits are identified so the recommendations can be adopted by the City Council in May or June of 2023.

Task
2022 2023 Months
Dec. January February March April May June

1. 1. Kickoff & Management

2. 2. Data Collection

3. 3. Recommendations

4. 4. Draft/Final Report

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Project Policies/Management Plan
The TJKM Project Management Plan that will be used on these projects is based on proven management, lessons learned and administrative systems developed to enhance communication among the City of Hemet, the TJKM Project Manager and team members, and other affected agencies.

This management approach has been used successfully on numerous projects throughout California.

The TJKM Project Management Plan has the following elements:

WORK PLAN
TJKM’s policy is to prepare a Work Plan for all projects, large and small. Upon receipt of a Notice-toProceed, we will prepare, in consultation with the City and other local jurisdictions, an overall project work plan that includes detailed work elements for each team specialty. A TJKM Work Plan typically includes: definition of the project purpose; task objectives; scope of services; staffing; coordination requirements; deliverables; budget; schedule; and monitoring and reporting procedures.

COORDINATION & COMMUNICATION
Frequent and effective communication between the City, other local jurisdictions, and the TJKM Team is needed to maintain the project schedule and to ensure a quality product. The key to our success is an integrated team approach. Our goal is "no surprises" and a partnership that has common understanding and expectations every step of the way. Mr. Kinzel will maintain close communication with the City’s Project Manager by personal contact, telephone, written communications, and meetings. Our Project Manager strongly believes in the necessity and benefit of scheduled monthly progress meetings. Mr. Kinzel, as well as other key team members, will meet with the City’s Project Manager monthly to discuss project issues, status, schedule, budget, and invoicing items. This will ensure that our "no surprises" goal is maintained and the City is thoroughly aware of all aspects of the project.

COST CONTROL
Control of project costs will be accomplished by monitoring on a task level basis. This detailed task level will roll up into milestone summaries and a project summary. Our cost accounting system is a "live" database that the project manager can access to determine the financial status of the project at any time. Cost control reporting to TJKM’s Project Manager will be implemented through the invoicing process. Progress reports will also be included to relay information on project progress and critical issues.

SCHEDULE CONTROL
Establishing a schedule that meets the project objectives is relatively easy. Maintaining this schedule during changing project priorities, unforeseen conditions, public consensus building, etc., is a challenge. The project work scope will be broken down by function and separated into defined tasks.

Tasks will be linked logically and will be sufficiently detailed to allow for realistic representation of the project. Project progress will also be monitored by percent complete for each task.

Technical Capabilities
As noted throughout this proposal, by virtue of our experience, staffing, and leadership, TJKM considers ourselves extremely well qualified to complete this project to the full satisfaction of the City of Hemet.

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Quality Control

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Engineering and Traffic Survey | 23

QUALITY CONTROL

QA/QC PROCEDURES
TJKM’s Quality Assurance (QA) Procedures are utilized throughout the life of the Project. Quality Control (QC) starts at the proposal and scope definition stage and continues through the completion of all assignments. To assure that errors, omissions and ambiguities in submittals and drawings are limited to an absolute minimum, the responsibilities for technical review, peer review/coordination checking, and technical audit functions are assigned to the appropriate TJKM Team members. TJKM’s approach integrates the work of our subconsultants into the quality control system through the use of established procedures and our peer review/independent checking capability augmented with technical audits.

QUALITY CONTROL
TJKM’s QC Program provides quality services and products that meet or exceed the expectations of our clients. QC is an integral part of TJKM’s entire professional service process, which is integrated into our work plan. The formal Quality Control Reviews consist of "Quality Assurance and Quality Control Manager" and "Project Manager and Project Engineer Reviews". All formal QC Reviews will result in comments recorded on Comment Sheets. TJKM’s established QC Plan ensures that TJKM will receive thorough and accurate documents and reports that are prepared in formats consistent with local agency and Caltrans guidelines. Our Project Manager has responsibility for implementation of the QC Plan.

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Availability

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Engineering and Traffic Survey | 24

AVAILABILITY
Name & Role Current Work Commitments
Project
Commitment
Available
for Hemet
TJKM
Nayan Amin, TE
Principal-In-Charge
On-Call Transportation Engineering, Modesto 15%
30%
On-Call Traffic Engineering/Transportation
Planning Services, Concord
15%
US 101/San Antonio Road Interchange PA&ED,
Valley Transportation Authority
25%
Local Roadway Safety Plan, Patterson 10%
References:
 Kevin Rohani, City of Oakley, (925) 625-7003, [email protected]  Abhishek Parikh, City of Concord, (925) 671-3129, [email protected]  Ismael Hernandez, City of Dinuba, (559) 591-5900, [email protected] Chris Kinzel PE, TE
Project Manager
Traffic Impact Fee, Tehachapi 10%
Speed Zone Study, Union City 5% 50%
Various Traffic Impact Studies, Statewide 35%
References:
 Kevin Rohani, City of Oakley, (925) 625-7003, [email protected]  Brad Taylor, City of Lathrop, (209) 941-7438, [email protected]  Mike Tassano, City of Pleasanton, (925) 931-5670, [email protected] Sayed Fakhry, PE,
TE
QA/QC
Staff Augmentation, San Bruno 45%
40% Traffic Study Review for Wineries, Napa County 5%
Millbrae Avenue Cycle Track Design, Millbrae 5%
City Roadway Safety Design, Folsom 5%
References:
 Tim Cheng, City of Mountain View, (650) 903-6511, [email protected]  David Wong, City of San Bruno, (650) 616-7157, [email protected]  Jason Hallare, City of South San Francisco, (650) 829-6663, [email protected]

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Cost Proposal

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Engineering and Traffic Survey | 25

COST PROPOSAL
Below is a table showing our estimated work force effort per staff for this project. Our fee for this project will be $130,330 with a breakdown of costs shown below.

Nayan
Amin
Sayed
Fakhry
Chris
Kinzel
Mitra
Fakhry
Renee
Powell
Seitu
Colema Principal-in- Charge Quality Assurance/ Quality Control Project Manager Transportation Planner Transportation Engineer Assistant Transportation Planner $220 $200 $220 $110 $130 $105 $100
1 Project Management &
Coordination
4 30 8 24 8 74 $11,840 $ 1,000 $ 12,840
2 Data Collection 8 24 4 24 4 64 $ 7,840 $ 33,320 $ 41,160 3 Develop Speed Limit
Recommendations
4 8 20 40 44 50 8 174 $23,050 $ 23,050
4 Draft & Final Report with
Recommendations
4 12 30 30 40 60 16 192 $26,280 $ 26,280
12 20 88 94 96 158 36 504 $69,010 $ 34,320 $ 103,330
Total Project Cost $103,330
TJKM
Total
Hours Total
TJKM
Total
Labor
Costs
TJKM Labor
# Task Description
Subtotal
Admin /
Graphics
Other
Direct
Costs

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Appendices

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Appendix A
Forms

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NON-COLLUSION AFFIDAVIT
Made to: City of Hemet
T J K M 925.463.0611
4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588
Nayan Amin/President
[email protected] 11/22/22

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Appendix B
Sample E&TS Study

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 1
Road Segment Name Alamo Drive
Survey Limits Haystack Rd to Mesa View Dr
Roadway Type Local Street
Direction NB/SB
Length of Segment (miles) 0.46
Date of Survey 1/29/2020
Posted Speed Limit (mph) 35
85th Percentile Speed (mph) 35
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 23-32
Percent in Pace 61%
Average Daily Traffic (vpd) 332
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 0 Collision Rate 0 Statewide Average Collision Rate 2.09
Adjacent Land Use Adjacent land uses are generally residential, and one recreation use on the west side of the roadway.

Roadway Geometrics Two-lane undivided roadway with dashed center striping. Alamo Drive prohibits on-street parking on both sides of the road south of Homestead Road, and permits parking on both sides of the road between Homestead Rd and Haystack Rd. Bicycle facilities are not provided along this segment.

The segment provides a continuous sidewalk with curb ramps on the east side of the segment from Mesa View Drive to Bel Air Road. The segment is classified as a golf cart route and features eight total driveways that provide access to residencies. Additionally, the segment is approximately a half-mile long and exclusively features stop-controlled intersections. The segment alignment is generally straight and flat.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 35
Prevailing Speed Data
Existing Speed Limit 35
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 557 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 2
Road Segment Name Alessandro Drive
Survey Limits San Carlos Ave to Portola Ave
Roadway Type Downtown Collector
Direction EB/WB
Length of Segment (miles) 0.41
Date of Survey 1/30/2020
Posted Speed Limit (mph) 30
85th Percentile Speed (mph) 32
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 23-32
Percent in Pace 73%
Average Daily Traffic (vpd) 1,919
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 2 Collision Rate 0.43 Statewide Average Collision Rate 2.09 Adjacent Land Use Adjacent land uses are generally commercial, with a few residential uses.

Roadway Geometrics Two-lane undivided roadway with unsignalized intersections only. Sidewalks are intermittently provided on both sides of the road, and crosswalks are not provided along the entire length of the segment. Bicycle facilities do not exist along this segment. The segment only consists of stopcontrolled intersections and features approximately 23 driveways over a 0.41 mile length. The segment is generally straight and flat.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 30
Prevailing Speed Data
Existing Speed Limit 30
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 3
Road Segment Name Alessandro Drive
Survey Limits Portola Ave to Deep Canyon Rd
Roadway Type Downtown Collector
Direction EB/WB
Length of Segment (miles) 0.48
Date of Survey 1/29/2020
Posted Speed Limit (mph) 35
85th Percentile Speed (mph) 35
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 21-30
Percent in Pace 61%
Average Daily Traffic (vpd) 1,686
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 1 Collision Rate 0.88 Statewide Average Collision Rate 2.09 Adjacent Land Use Adjacent land uses are generally commercial and residential.

Roadway Geometrics Two-lane undivided roadway with dashed yellow center striping, and a two-way left-turn lane provided between Ramona Avenue and Deep Canyon Road. A continuous sidewalk with curb ramps is provided on the north side of the road while an intermittent sidewalk is provided on the south side. Bicycle facilities do not exist along this segment, but the segment is classified as a golfcart route. The segment solely consists of stop-controlled intersections, and is straight and flat.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 35
Prevailing Speed Data
Existing Speed Limit 35
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 559 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 4
Road Segment Name California Avenue
Survey Limits Fred Waring Dr to New York Ave
Roadway Type Collector Street
Direction EB/WB
Length of Segment (miles) 1.1
Date of Survey 2/5/2020
Posted Speed Limit (mph) 30
85th Percentile Speed (mph) 35
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 27-36
Percent in Pace 74%
Average Daily Traffic (vpd) 831
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 1 Collision Rate 1 Statewide Average Collision Rate 1.8
Adjacent Land Use Adjacent land use is residential.

Roadway Geometrics Two-lane undivided roadway with double yellow striping for the entire length of segment. This segment provides intermittent sidewalks on both sides of the road. Crosswalks are only provided at the intersection of California Drive and Ney York Avenue. California Drive functions as a Class III bike route and a golf cart route. The segment features moderate horizontal curves and gentle vertical curves.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 30
Prevailing Speed Data
Existing Speed Limit 30
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 560 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 5
Road Segment Name California Drive
Survey Limits New York Ave to Warner Trail
Roadway Type Collector Street
Direction NB/SB
Length of Segment (miles) 0.4
Date of Survey 2/5/2020
Posted Speed Limit (mph) 30
85th Percentile Speed (mph) 36
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 26-35
Percent in Pace 76%
Average Daily Traffic (vpd) 3,224
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 0 Collision Rate 0 Statewide Average Collision Rate 1.8
Adjacent Land Use Adjacent land uses are mainly residential.

Roadway Geometrics Two-lane undivided roadway with double yellow striping for the entire length of the segment, except at intersections. This segment provides continuous sidewalks on both sides of the road.

Crosswalks are not provided at intersections. California Drive functions as a Class III Bike route and designated golf cart route. The segment features moderate horizontal curves and gentle vertical curves.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 30
Prevailing Speed Data
Existing Speed Limit 30
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 561 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 6
Road Segment Name California Drive
Survey Limits Warner Trail to Avenue of the States
Roadway Type Collector Street
Direction EB/WB
Length of Segment (miles) 0.35
Date of Survey 2/5/2020
Posted Speed Limit (mph) 35
85th Percentile Speed (mph) 38
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 30-39
Percent in Pace 74%
Average Daily Traffic (vpd) 3,950
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 0 Collision Rate 0 Statewide Average Collision Rate 1.8
Adjacent Land Use Adjacent land uses are generally residential, recreational and commercial.

Roadway Geometrics Two-lane roadway with double yellow centerline for the entire length of segment. The segment provides continuous sidewalks with curb ramps on both sides of the road. Crosswalks are provided at the roundabout intersection with Avenue of the States. California Drive functions as a Class III bicycle route and golf cart route. The segment is generally straight and flat, but features gentle horizontal and vertical curves at the bounding intersections.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 35
Prevailing Speed Data
Existing Speed Limit 35
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 7
Road Segment Name College Drive
Survey Limits Portola Ave to Frank Sinatra Dr
Roadway Type Collector Street
Direction EB/WB
Length of Segment (miles) 1.4
Date of Survey 2/4/2020
Posted Speed Limit (mph) 40
85th Percentile Speed (mph) 38
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 27-36
Percent in Pace 69%
Average Daily Traffic (vpd) 814
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 2 Collision Rate 0.62 Statewide Average Collision Rate 2.09 Adjacent Land Use Adjacent landuses are generally commercial, residential and medical offices.

Roadway Geometrics Two-lane divided roadway with landscaped medians for the entire length of segment. This segment provides sidewalks with curb ramps on both sides of the roadway. Striped crosswalks are provided at all the signalized and roundabout intersections. Class II bicycle lanes are provided along both sides of the roadway for the entire length of the segment. The segment features gentle to moderate horizontal curves and gentle vertical curves.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 40
Prevailing Speed Data
Existing Speed Limit 40
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 563 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 8
Road Segment Name Cook Street
Survey Limits Gerald Ford Dr to Country Club Dr
Roadway Type Vehicular Oriented Arterial
Direction NB/SB
Length of Segment (miles) 1.6
Date of Survey 2/4/2020
Posted Speed Limit (mph) 55
85th Percentile Speed (mph) 54
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 44-53
Percent in Pace 68%
Average Daily Traffic (vpd) 30,187
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 6 Collision Rate 8.81 Statewide Average Collision Rate 1.41 Adjacent Land Use Adjacent landuses are generally residential and commercial.

Roadway Geometrics Four- to seven-lane divided roadway with raised medians for the entire length of segment. Cook Street provides continuous sidewalks with curb ramps on both sides of the roadway for the entire length of the segment. Crosswalks are provided at both signalized intersections and some unsignalized intersections. Class II bicycle lanes are provided from Fred Waring Drive to 650 feet south of Frank Sinatra Drive, and on the west side from 650 feet south of Frank Sinatra Drive to Market Place. The segment is generally straight and flat.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 55
Prevailing Speed Data
Existing Speed Limit 55
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 564 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 9
Road Segment Name Cook Street
Survey Limits Country Club Dr to Fred Waring Dr
Roadway Type Vehicular Oriented Arterial
Direction NB/SB
Length of Segment (miles) 2
Date of Survey 2/4/2020
Posted Speed Limit (mph) 50
85th Percentile Speed (mph) 50
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 36-45
Percent in Pace 56%
Average Daily Traffic (vpd) 25,260
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 14 Collision Rate 3.95 Statewide Average Collision Rate 1.41 Adjacent Land Use Adjacent land uses are generally residential, commercial and industrial.

Roadway Geometrics Four-lane divided roadway with raised landscape medians from Country Club Drive to Merle Drive, and painted medians/two-way left-turn lanes from Merle Drive to Fred Waring Drive. This segment provides continuous sidewalks with curb ramps on both sides of the roadway, excpect for a small gap north of Palm Desert High School. A Class II bicycle lane is continuously provided on the east side of the road, and intermittently provided on the west side. Crosswalks are provided at all signalized intersections and some unsignalized intersections. The segment is generally straight and flat.

Comments Results of attached engineering & traffic survey information support maintaining the existing speed limit.

Recommended Speed Limit 50
Prevailing Speed Data
Existing Speed Limit 50
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change 0
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

Friday, November 20, 2020 Page 565 of 1236

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City of Palm Desert
Engineering and Traffic Survey 2019 Road Segment No: 10 Road Segment Name Country Club Drive
Survey Limits Monterey Ave to Washington St
Roadway Type Vehicular Oriented Arterial
Direction EB/WB
Length of Segment (miles) 5.1
Date of Survey 2/4/2020
Posted Speed Limit (mph) 50
85th Percentile Speed (mph) 45
Speed Data Collected (vehicles) 100
10 mph Pace (mph) 36-45
Percent in Pace 74%
Average Daily Traffic (vpd) 20,687
Collision Date Range Jan 2016 - Dec 2018 Total Collisions 40 Collision Rate 2.89 Statewide Average Collision Rate 1.41 Adjacent Land Use Adjacent land uses are generally residential, commercial and lodging.

Roadway Geometrics Four-lane roadway divided with a raised landscaped median. Sidewalks are present along the entire segment on both sides of the road. Crosswalks are provided at all signalized intersections and some unsignalized intersections. Class II bicycle lanes are intermittently provided on both sides of the roadway with gaps observed at intersections. The segment is generally straight and flat.

Comments Results of attached engineering & traffic survey information support reducing the existing speed limit to 45 mph because the 85th percentile speed is 5 mph below the posted speed limit, and 50 percent of collisions are due to speed.

Recommended Speed Limit 45
Prevailing Speed Data
Existing Speed Limit 50
This survey conforms to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD, and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by The City of Palm Desert Public Works:

Roadway Conditions
Collision History
Traffic Factors
Speed Limit Change -5
Project Manager, City of Palm Desert Vice President, TJKM Transportation Consultants Randy Bowman Chris Kinzel, P.E.

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits Length
(Miles)
No of
Lanes1 Roadway Type
1 Alamo Drive Haystack Rd to Mesa View Dr 0.46 2 Local Street 2 Alessandro Drive San Carlos Ave to Portola Ave 0.41 2 Downtown Collector 3 Alessandro Drive Portola Ave to Deep Canyon Rd 0.48 2 Downtown Collector 4 California Drive Fred Waring Dr to New York Ave 1.10 2 Collector Street 5 California Drive New York Ave to Warner Trail 0.40 2 Collector Street 6 California Drive Warner Trail to Avenue of the States 0.35 2 Collector Street 7 College Drive Portola Rd to Frank Sinatra Dr 1.40 2 Collector Street 8 Cook Street Gerald Ford Dr to Country Club Dr 1.60 4 Vehicular Oriented Arterial 9 Cook Street Country Club Dr to Fred Waring Dr 2.00 4 Vehicular Oriented Arterial 10 Country Club Drive Monterey Ave to Washington St 5.10 4 Vehicular Oriented Arterial 11 De Anza Way San Carlos Ave to Portola Ave 0.40 2 Downtown Collector 12 De Anza Way Portola Ave to Alessandro Dr 0.47 2 Downtown Collector 13 Deep Canyon Road Magnesia Falls Dr to Fred Waring Dr 0.46 2 Downtown Collector 14 Deep Canyon Road Fred Waring Dr to Highway 111 0.52 3 Secondary Street 15 Deep Canyon Road Highway 111 to Fairway Dr 0.45 2 Downtown Collector 16 Dick Kelly Drive Monterey Ave to Dinah Shore Dr 0.69 2 Secondary Street 17a Dinah Shore Drive Westerly City Limits to Miriam Way 0.20 6 Balanced Arterial 17b Dinah Shore Drive Miriam Way to Monterey Ave 0.20 6 Balanced Arterial 18 Dinah Shore Drive Monterey Ave to Portola Ave 1.30 4 Balanced Arterial 19 Edgehill Drive Painters Path to Cahulla Hills Park 0.70 2 Downtown Collector/Local Street 20 El Paseo Highway 111 (West) to Highway 74 0.60 4 El Paseo 21 El Paseo Highway 74 to Highway 111 East 1.20 4 El Paseo 22 El Dorado Drive Frank Sinatra Dr to Hovley Lane East 2.00 4 Balanced Arterial 23 Fairway Drive Portola Ave to Cook St 1.00 2 Downtown Collector/Collector Street 24 Frank Sinatra Drive Monterey Ave to El Dorado Dr 3.00 4 Balanced Arterial 25 Fred Waring Drive Highway 111 to Cook St 2.70 6 Vehicular Oriented Arterial 26 Fred Waring Drive Cook St to Washington St 3.00 6 Vehicular Oriented Arterial 27 Gateway Drive Dinah Shore Dr to Dick Kelly Dr 0.40 4 Secondary Street 28 Gateway Drive Dick Kelly Dr to Gerald Ford Dr 0.48 4 Secondary Street 29 Gerald Ford Drive Monterey Ave to Portola Ave 0.99 5 Balanced Arterial 30 Gerald Ford Drive Portola Ave to Frank Sinatra Dr 2.10 6 Balanced Arterial/Enhanced Secondary Roadway 31 Grapevine Street Highway 74 to Portola Ave 1.18 2 Collector Street 32 Haystack Road Higwhay 74 to Portola Ave 1.31 2 Collector Street 33 Highway 111 West City Limit to East City Limit 3.10 6 Vehicular Oriented Arterial/Enhanced Arterial 34 Highway 74 Highway 111 to El Paseo 0.11 4 Vehicular Oriented Arterial 35 Highway 74 El Paseo to Pitahaya St 0.24 4 Vehicular Oriented Arterial 36 Highway 74 Pitahaya St to South City Limit 3.43 4 Vehicular Oriented Arterial 37 Hovley Lane East Portola Ave to Water Way 1.53 4 Balanced Arterial 38 Hovley Lane East Water Way to Washington St 2.55 4 Balanced Arterial 39 Hovley Lane West Monterey Ave to Portola Ave 0.99 2 Collector Street 40 Ironwood Street Verba Santa Dr to San Luis Rey Ave 0.63 2 Local Street 41a Joshua Tree Street Grapevine St to Tumbleweed Lane 0.97 2 Local Street 41b Joshua Tree Street Tumbleweed Lane to San Luis Rey Ave 0.97 2 Local Street 42 Magnesia Falls Drive San Pablo Ave to Portola Ave 0.50 2 Enhanced Secondary Roadway 43 Magnesia Falls Drive Portola Ave to Deep Canyon Rd 0.50 2 Enhanced Secondary Roadway 44 Mesa View Drive Highway 74 to Portola Ave 0.77 2 Secondary Street 45 Michigan Drive Kansas St to Avenue of the States 0.90 2 Local Street 46 Monterey Avenue IͲ10 Freeway to Dinah Shore Dr 0.31 6 Vehicular Oriented Arterial 47 Monterey Avenue Dinah Shore Dr to Country Club Dr 3.10 6Vehicular Oriented Arterial 48 Monterey Avenue Country Club Dr to Fred Waring Dr 2.00 4 Vehicular Oriented Arterial 49 Monterey Avenue Fred Waring Dr to Highway 111 0.49 6 Vehicular Oriented Arterial 50 New York Avenue Virginia Ave to California Dr 0.68 2 Local Street

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ID Road Segment Name Survey Limits Length
(Miles)
No of
Lanes1 Roadway Type
51 Oasis Club Drive Country Club Dr to Hovley Lane East 0.99 4 Balanced Arterial 52 Ocotillo Drive El Paseo to Grapevine St 0.66 2 Local Street 53 Painters Path (East) Edgehill Dr to El Paseo 0.17 2 Downtown Collector 54 Painters Path (West) Highway 111 to Terminus 0.71 2 Local Street 55 Panorama Drive Highway 111 to Fairway Dr 0.47 2 Local Street 56 Park View Drive Higwhay 111 to Monterey Ave 0.80 2 Enhanced Secondary Roadway 57 Portola Avenue Dinah Shore Dr to Gerald Ford Dr 0.28 6 Balanced Arterial 58 Portola Avenue Gerald Ford Dr to Frank Sinatra Dr 1.00 4 Balanced Arterial 59 Portola Avenue Frank Sinatra Dr to Country Club Dr 1.00 4 Balanced Arterial 60 Portola Avenue Country Club Dr to Magnesia Falls Dr 1.50 4 Balanced Arterial 61 Portola Avenue Magnesia Falls Dr to Highway 111 1.00 4 Balanced Arterial 62 Portola Avenue Highway 111 to Grapevine 0.74 3 Balanced Arterial 63 Portola Avenue Grapevine to Mesa View Dr 1.55 2 Secondary Street 64 Sagewood Drive Monterey Ave to Country Club Dr 0.63 2 Local Street 65 San Gorgonio Way Monterey Ave to San Carlos Ave 0.60 2 Downtown Collector 66 San Luis Rey Avenue El Paseo to Ironwood St 0.40 2 Downtown Collector/Local Street 67 Magnesia Falls Drive Monterey Ave to San Pablo Ave 0.49 2 Enhanced Secondary Roadway 68 Dinah Shore Drive Portola Rd to Gerald Ford Dr 0.48 2 Collector Street 69 Shadow Mountain Drive Highway 74 to Portola Ave 1.43 2 Downtown Collector 70 Shepherd Lane Julie Lane to Frank Sinatra Dr 0.69 2 Local Street 71 Tamarisk Row Drive Frank Sinatra Dr to Country Club Dr 1.34 4 Balanced Arterial 72 Tennessee Avenue Califronia Drive West to Fred Waring Dr 0.93 2 Local Street 73 Town Center Way Fred Waring Dr to Highway 111 0.36 4Vehicular Oriented Arterial 74 University Park Drive College Dr to Cook St 0.58 2 Local Street 75 Verba Santa Drive Frontage Rd to Tumbleweed Ln 0.57 2 Local Street 76 Virginia Avenue Terminus to California Dr 0.60 2 Local Street 77 Warner Trail Hovley Lane East to California Dr 0.24 2 Collector Street 78 Warner Trail California Dr to Fred Waring Dr 0.77 2 Collector Street 79 Washington Street IͲ10 Freeway to Fred Waring Dr 2.17 6Vehicular Oriented Arterial 80a San Pablo Avenue Fred Waring Drive to San Gorgonio Way 0.40 4 Enhanced Secondary Roadway 80b San Pablo Avenue San Gorgonio Way to Highway 111 0.10 4 Enhanced Secondary Roadway Notes:
1 Number of lanes varies along some segments. At these locations number of lanes considered to be that of the majority of the length of the segment.

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits
Posted
Speed
Limit
Median
Speed
Critical
Speed
10 mph
Pace
Percent
in Pace
1 Alamo Drive Haystack Rd to Mesa View Dr 35 28 35 23Ͳ32 61% 2 Alessandro Drive San Carlos Ave to Portola Ave 30 27 32 23Ͳ32 73% 3 Alessandro Drive Portola Ave to Deep Canyon Rd 35 27 35 21Ͳ30 61% 4 California Drive Fred Waring Dr to New York Ave 30 30 35 27Ͳ36 74% 5 California Drive New York Ave to Warner Trail 30 31 36 26Ͳ35 76% 6 California Drive Warner Trail to Avenue of the States 35 33 38 30Ͳ39 74% 7 College Drive Portola Rd to Frank Sinatra Dr 40 32 38 27Ͳ36 69% 8 Cook Street Gerald Ford Dr to Country Club Dr 55 48 54 44Ͳ53 68% 9 Cook Street Country Club Dr to Fred Waring Dr 50 45 50 36Ͳ45 56% 10 Country Club Drive Monterey Ave to Washington St 50 40 45 36Ͳ45 74% 11 De Anza Way San Carlos Ave to Portola Ave 30 25 29 21Ͳ30 80% 12 De Anza Way Portola Ave to Alessandro Dr 30 27 31 22Ͳ31 74.5% 13 Deep Canyon Road Magnesia Falls Dr to Fred Waring Dr 40 40 45 36Ͳ45 70% 14 Deep Canyon Road Fred Waring Dr to Highway 111 45 40 45 36Ͳ45 72% 15 Deep Canyon Road Highway 111 to Fairway Dr 35 30 36 24Ͳ33 68.4% 16 Dick Kelly Drive Monterey Ave to Dinah Shore Dr 45 45 51 39Ͳ48 65% 17a Dinah Shore Drive Westerly City Limits to Miriam Way 50 36 43 32Ͳ41 50.5% 17b Dinah Shore Drive Miriam Way to Monterey Ave 50 37 45 28Ͳ37 45% 18 Dinah Shore Drive Monterey Ave to Portola Ave 45 44 48 39Ͳ48 66% 19 Edgehill Drive Painters Path to Cahulla Hills Park 35 33 37 28Ͳ37 77% 20 El Paseo Highway 111 (West) to Highway 74 35 33 38 28Ͳ37 78% 21 El Paseo Highway 74 to Highway 111 East 25 27 32 23Ͳ32 69.5% 22 El Dorado Drive Frank Sinatra Dr to Hovley Lane East 50 48 53 44Ͳ53 73% 23 Fairway Drive Portola Ave to Cook St 30 29 34 24Ͳ33 69% 24 Frank Sinatra Drive Monterey Ave to El Dorado Dr 55 48 52 42Ͳ51 77% 25 Fred Waring Drive Highway 111 to Cook St 45 41 46 34Ͳ43 65% 26 Fred Waring Drive Cook St to Washington St 50 44 52 39Ͳ48 49% 27 Gateway Drive Dinah Shore Dr to Dick Kelly Dr 45 36 43 31Ͳ40 71% 28 Gateway Drive Dick Kelly Dr to Gerald Ford Dr 50 42 48 38Ͳ47 67% 29 Gerald Ford Drive Monterey Ave to Portola Ave 55 46 52 42Ͳ51 57% 30 Gerald Ford Drive Portola Ave to Frank Sinatra Dr 50 47 54 40Ͳ49 61% 31 Grapevine Street Highway 74 to Portola Ave 35 27 32 24Ͳ33 76% 32 Haystack Road Higwhay 74 to Portola Ave 45 42 48 39Ͳ48 70% 33 Highway 111 West City Limit to East City Limit 45 38 43 31Ͳ40 69% 34 Highway 74 Highway 111 to El Paseo 35 23 28 19Ͳ28 78% 35 Highway 74 El Paseo to Pitahaya St 45 43 49 40Ͳ49 62% 36 Highway 74 Pitahaya St to South City Limit 55 53 58 49Ͳ58 58% 37 Hovley Lane East Portola Ave to Water Way 45 42 49 39Ͳ48 59.6% 38 Hovley Lane East Water Way to Washington St 50 44 50 41Ͳ50 50% 39 Hovley Lane West Monterey Ave to Portola Ave 50 44 50 40Ͳ49 69% 40 Ironwood Street Verba Santa Dr to San Luis Rey Ave 30 30 34 25Ͳ34 65.3% 41a Joshua Tree Street Grapevine St to Tumbleweed Lane 30 28 34 23Ͳ32 67.3% 41b Joshua Tree Street Tumbleweed Lane to San Luis Rey Ave 25 28 34 23Ͳ32 67.3%

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits
Posted
Speed
Limit
Median
Speed
Critical
Speed
10 mph
Pace
Percent
in Pace
42 Magnesia Falls Drive San Pablo Ave to Portola Ave 50 40 46 35Ͳ44 62.7% 43 Magnesia Falls Drive Portola Ave to Deep Canyon Rd 35 35 38 30Ͳ39 85% 44 Mesa View Drive Highway 74 to Portola Ave 40 40 45 36Ͳ45 71% 45 Michigan Drive Kansas St to Avenue of the States 30 31 37 24Ͳ32 66% 46 Monterey Avenue IͲ10 Freeway to Dinah Shore Dr 50 38 43 34Ͳ43 67% 47 Monterey Avenue Dinah Shore Dr to Country Club Dr 55 51 56 46Ͳ55 70% 48 Monterey Avenue Country Club Dr to Fred Waring Dr 50 42 49 36Ͳ45 55% 49 Monterey Avenue Fred Waring Dr to Highway 111 45 38 42 33Ͳ42 68% 50 New York Avenue Virginia Ave to California Dr 30 28 33 23Ͳ32 60% 51 Oasis Club Drive Country Club Dr to Hovley Lane East 55 53 59 49Ͳ58 70% 52 Ocotillo Drive El Paseo to Grapevine St 35 28 34 21Ͳ30 65.3% 53 Painters Path (East) Edgehill Dr to El Paseo 30 31 35 28Ͳ37 74% 54 Painters Path (West) Highway 111 to Terminus 25 25 29 22Ͳ31 86% 55 Panorama Drive Highway 111 to Fairway Dr 30 27 35 22Ͳ31 69.5% 56 Park View Drive Higwhay 111 to Monterey Ave 45 45 50 39Ͳ48 67% 57 Portola Avenue Dinah Shore Dr to Gerald Ford Dr 50 44 49 39Ͳ48 71% 58 Portola Avenue Gerald Ford Dr to Frank Sinatra Dr 60 52 59 46Ͳ55 60% 59 Portola Avenue Frank Sinatra Dr to Country Club Dr 55 49 54 44Ͳ53 71% 60 Portola Avenue Country Club Dr to Magnesia Falls Dr 50 43 49 37Ͳ46 66% 61 Portola Avenue Magnesia Falls Dr to Highway 111 40 38 43 33Ͳ42 76% 62 Portola Avenue Highway 111 to Grapevine 35 27 33 23Ͳ32 73% 63 Portola Avenue Grapevine to Mesa View Dr 40 37 42 35Ͳ44 77% 64 Sagewood Drive Monterey Ave to Country Club Dr 25 21 24 17Ͳ26 91.4% 65 San Gorgonio Way Monterey Ave to San Carlos Ave 30 31 35 27Ͳ36 72% 66 San Luis Rey Avenue El Paseo to Ironwood St 30 26 31 22Ͳ31 74% 67 Magnesia Falls Drive Monterey Ave to San Pablo Ave 50 43 49 38Ͳ47 57% 68 Dinah Shore Drive Portola Rd to Gerald Ford Dr 45 36 43 32Ͳ41 51% 69 Shadow Mountain Drive Highway 74 to Portola Ave 30 27 32 22Ͳ31 65% 70 Shepherd Lane Julie Lane to Frank Sinatra Dr 40 37 43 33Ͳ42 61% 71 Tamarisk Row Drive Frank Sinatra Dr to Country Club Dr 55 38 43 33Ͳ42 76% 72 Tennessee Avenue Califronia Drive West to Fred Waring Dr 25 26 32 19Ͳ28 64% 73 Town Center Way Fred Waring Dr to Highway 111 35 33 39 26Ͳ35 66% 74 University Park Drive College Dr to Cook St 35 34 40 28Ͳ37 66% 75 Verba Santa Drive Frontage Rd to Tumbleweed Ln 25 25 31 19Ͳ28 74% 76 Virginia Avenue Terminus to California Dr 30 30 34 24Ͳ33 73% 77 Warner Trail Hovley Lane East to California Dr 30 32 35 27Ͳ36 80% 78 Warner Trail California Dr to Fred Waring Dr 35 38 42 33Ͳ42 75% 79 Washington Street IͲ10 Freeway to Fred Waring Dr 50 42 48 37Ͳ46 64% 80a San Pablo Avenue Fred Waring Drive to San Gorgonio Way 40 28 33 23Ͳ32 59% 80b San Pablo Avenue San Gorgonio Way to Highway 111 35 23 28 18Ͳ27 59%

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits Direction
Direction Varies
due to Road
Curvature
Roadway Type
Avg
Daily
Traffic1
NB/EB
Traffic
Volume
SB/WB
Traffic
Volume
1 Alamo Drive Haystack Rd to Mesa View Dr NB/SB Local Street 332 179 153 2 Alessandro Drive San Carlos Ave to Portola Ave EB/WB Downtown Collector 1919 1108 811 3 Alessandro Drive Portola Ave to Deep Canyon Rd EB/WB Downtown Collector 1686 890 796 4 California Drive Fred Waring Dr to New York Ave EB/WB Y Collector Street 831 363 468 5 California Drive New York Ave to Warner Trail NB/SB Y Collector Street 3224 ͲͲ 6 California Drive Warner Trail to Avenue of the States EB/WB Collector Street 3950 ͲͲ 7 College Drive Portola Rd to Frank Sinatra Dr EB/WB Y Collector Street 814 410 404 8 Cook Street Gerald Ford Dr to Country Club Dr NB/SB Vehicular Oriented Arterial 30187 ͲͲ 9 Cook Street Country Club Dr to Fred Waring Dr NB/SB Vehicular Oriented Arterial 25260 12690 12570 10 Country Club Drive Monterey Ave to Washington St EB/WB Vehicular Oriented Arterial 20687 ͲͲ 11 De Anza Way San Carlos Ave to Portola Ave EB/WB Downtown Collector 920 395 525 12 De Anza Way Portola Ave to Alessandro Dr EB/WB Downtown Collector 572 298 274 13 Deep Canyon Road Magnesia Falls Dr to Fred Waring Dr NB/SB Downtown Collector 4180 2054 2126 14 Deep Canyon Road Fred Waring Dr to Highway 111 NB/SB Secondary Street 9155 4235 4920 15 Deep Canyon Road Highway 111 to Fairway Dr NB/SB Downtown Collector 2118 941 1177 16 Dick Kelly Drive Monterey Ave to Dinah Shore Dr EB/WB Secondary Street 1077 404 673 17a Dinah Shore Drive Westerly City Limits to Miriam Way EB/WB Balanced Arterial 804 440 364 17b Dinah Shore Drive Miriam Way to Monterey Ave EB/WB Balanced Arterial Ͳ ͲͲ 18 Dinah Shore Drive Monterey Ave to Portola Ave EB/WB Y Balanced Arterial 20876 ͲͲ 19 Edgehill Drive Painters Path to Cahulla Hills Park NB/SB Downtown Collector/Local Street 1251 659 592 20 El Paseo Highway 111 (West) to Highway 74 EB/WB El Paseo 9160 4368 4792 21 El Paseo Highway 74 to Highway 111 East EB/WB El Paseo 9361 ͲͲ 22 El Dorado Drive Frank Sinatra Dr to Hovley Lane East NB/SB Balanced Arterial 4399 2148 2251 23 Fairway Drive Portola Ave to Cook St EB/WB Downtown Collector/Collector Street 3710 1937 1773 24 Frank Sinatra Drive Monterey Ave to El Dorado Dr EB/WB Balanced Arterial 13756 6747 7009 25 Fred Waring Drive Highway 111 to Cook St EB/WB Vehicular Oriented Arterial 29325 14131 15194 26 Fred Waring Drive Cook St to Washington St EB/WB Vehicular Oriented Arterial 32216 ͲͲ 27 Gateway Drive Dinah Shore Dr to Dick Kelly Dr NB/SB Secondary Street 1739 823 916 28 Gateway Drive Dick Kelly Dr to Gerald Ford Dr NB/SB Secondary Street 2581 1175 1406 29 Gerald Ford Drive Monterey Ave to Portola Ave EB/WB Balanced Arterial 11367 ͲͲ 30 Gerald Ford Drive Portola Ave to Frank Sinatra Dr EB/WB Y Balanced Arterial/Enhanced Secondary Roadway 7929 3955 3974 31 Grapevine Street Highway 74 to Portola Ave EB/WB Collector Street 1491 ͲͲ 32 Haystack Road Higwhay 74 to Portola Ave EB/WB Collector Street 4731 2510 2221 33 Highway 111 West City Limit to East City Limit EB/WB Vehicular Oriented Arterial/Enhanced Arterial 32114 14982 17132 34 Highway 74 Highway 111 to El Paseo NB/SB Vehicular Oriented Arterial 21780 11527 10253 35 Highway 74 El Paseo to Pitahaya St NB/SB Vehicular Oriented Arterial 23336 11624 11712 36 Highway 74 Pitahaya St to South City Limit NB/SB Vehicular Oriented Arterial 11843 5969 5874 1 of 3

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits Direction
Direction Varies
due to Road
Curvature
Roadway Type
Avg
Daily
Traffic1
NB/EB
Traffic
Volume
SB/WB
Traffic
Volume
37 Hovley Lane East Portola Ave to Water Way EB/WB Balanced Arterial 13750 6561 7189 38 Hovley Lane East Water Way to Washington St EB/WB Balanced Arterial 18807 9271 9536 39 Hovley Lane West Monterey Ave to Portola Ave EB/WB Collector Street 5375 2733 2642 40 Ironwood Street Verba Santa Dr to San Luis Rey Ave EB/WB Local Street 716 350 366 41Ă Joshua Tree Street Grapevine St to Tumbleweed Lane NB/SB Local Street 240 130 110 41ď Joshua Tree Street Tumbleweed Lane to San Luis Rey Ave EB/WB Local Street 240 130 110 42 Magnesia Falls Drive San Pablo Ave to Portola Ave NB/SB Enhanced Secondary Roadway 7571 4443 3128 43 Magnesia Falls Drive Portola Ave to Deep Canyon Rd EB/WB Enhanced Secondary Roadway 4649 2413 2236 44 Mesa View Drive Highway 74 to Portola Ave EB/WB Secondary Street 2975 1439 1536 45 Michigan Drive Kansas St to Avenue of the States EB/WB Local Street 1187 ͲͲ 46 Monterey Avenue IͲ10 Freeway to Dinah Shore Dr NB/SB Vehicular Oriented Arterial 44233 22366 21867 47 Monterey Avenue Dinah Shore Dr to Country Club Dr NB/SB Vehicular Oriented Arterial 28612 15271 13341 48 Monterey Avenue Country Club Dr to Fred Waring Dr NB/SB Vehicular Oriented Arterial 23305 5513 17792 49 Monterey Avenue Fred Waring Dr to Highway 111 NB/SB Vehicular Oriented Arterial 27027 12401 14626 50 New York Avenue Virginia Ave to California Dr EB/WB Local Street 787 345 442 51 Oasis Club Drive Country Club Dr to Hovley Lane East NB/SB Balanced Arterial 6535 3366 3169 52 Ocotillo Drive El Paseo to Grapevine St NB/SB Local Street 667 392 275 53 Painters Path (East) Edgehill Dr to El Paseo EB/WB Downtown Collector 1396 751 645 54 Painters Path (West) Highway 111 to Terminus NB/SB Local Street 1160 513 647 55 Panorama Drive Highway 111 to Fairway Dr NB/SB Local Street 507 184 323 56 Park View Drive Higwhay 111 to Monterey Ave EB/WB Enhanced Secondary Roadway 6422 3265 3157 57 Portola Avenue Dinah Shore Dr to Gerald Ford Dr NB/SB Balanced Arterial 9993 5413 4580 58 Portola Avenue Gerald Ford Dr to Frank Sinatra Dr NB/SB Balanced Arterial 10702 5581 5121 59 Portola Avenue Frank Sinatra Dr to Country Club Dr NB/SB Balanced Arterial 14863 7812 7051 60 Portola Avenue Country Club Dr to Magnesia Falls Dr NB/SB Balanced Arterial 24381 12028 12353 61 Portola Avenue Magnesia Falls Dr to Highway 111 NB/SB Balanced Arterial 19322 8794 10528 62 Portola Avenue Highway 111 to Grapevine NB/SB Balanced Arterial 13016 6710 6306 63 Portola Avenue Grapevine to Mesa View Dr NB/SB Secondary Street 8119 4149 3970 64 Sagewood Drive Monterey Ave to Country Club Dr EB/WB Y Local Street 493 201 292 65 San Gorgonio Way Monterey Ave to San Carlos Ave EB/WB Downtown Collector 1789 936 853 66 San Luis Rey Avenue El Paseo to Ironwood St NB/SB Downtown Collector/Local Street 2563 1227 1336 67 Magnesia Falls Drive Monterey Ave to San Pablo Ave EB/WB Enhanced Secondary Roadway 5883 3872 2011 68 Dinah Shore Drive Portola Rd to Gerald Ford Dr EB/WB Y Collector Street 1162 450 712 69 Shadow Mountain Drive Highway 74 to Portola Ave EB/WB Downtown Collector 882 221 661 70 Shepherd Lane Julie Lane to Frank Sinatra Dr NB/SB Local Street 1057 577 480 71 Tamarisk Row Drive Frank Sinatra Dr to Country Club Dr NB/SB Balanced Arterial 6783 ͲͲ 72 Tennessee Avenue Califronia Drive West to Fred Waring Dr EB/WB Y Local Street 1052 602 450 2 of 3

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits Direction
Direction Varies
due to Road
Curvature
Roadway Type
Avg
Daily
Traffic1
NB/EB
Traffic
Volume
SB/WB
Traffic
Volume
73 Town Center Way Fred Waring Dr to Highway 111 NB/SB Vehicular Oriented Arterial 9814 5279 4535 74 University Park Drive College Dr to Cook St EB/WB Y Local Street 1422 ͲͲ 75 Verba Santa Drive Frontage Rd to Tumbleweed Ln NB/SB Local Street 178 85 93 76 Virginia Avenue Terminus to California Dr NB/SB Local Street 1081 496 585 77 Warner Trail Hovley Lane East to California Dr NB/SB Collector Street 0 ͲͲ 78 Warner Trail California Dr to Fred Waring Dr NB/SB Collector Street 0 ͲͲ 79 Washington Street IͲ10 Freeway to Fred Waring Dr NB/SB Vehicular Oriented Arterial 43211 ͲͲ 80a San Pablo Avenue Fred Waring Drive to San Gorgonio Way NB/SB Enhanced Secondary Roadway 4599 2327 2272 80b San Pablo Avenue San Gorgonio Way to Highway 111 NB/SB Enhanced Secondary Roadway 4813 2526 2287 Notes:
1 Red text indicates ADT data has not been collected.
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Engineering and Traffic Survey, City of Palm Desert
Fatal Injury Total Speed is
PCF Fatal Injury Total Speed is
PCF Fatal Injury Total Speed is
PCF Fatal Injury Speed is
PCF
Total
(Fatal +
Injury)
1 Alamo Drive b/w Haystack Rd and Mesa View Dr 000000000000000 0 2 Alessandro Drive b/w San Carlos Ave and Portola Ave 0 0 0 1 0 0 0 0 0 2 2 0 0 2 1 2 3 Alessandro Drive b/w Portola Ave and Deep Canyon Rd 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 1 4 California Avenue b/w Fred Waring Dr and New York Ave 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 5 California Drive b/w New York Ave and Warner Trail 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 Califronia Drive b/w Warner Trail and Avenue of the States 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 College Drive b/w Portola Ave and Frank Sinatra Dr 011001110000021 2 8 Cook Street b/w Gerald Ford Dr and Country Club Dr 022102210220062 6 9 Cook Street b/w Country Club Dr and Fred Waring Dr 0 5 5 1 1 3 4 2 1 4 5 2 2 12 5 14 10 Country Club Drive b/w Monterey Ave and Washington St 1 13 14 5 0 17 17 10 1 8 9 5 2 38 20 40 11 De Anza Way b/w San Carlos Ave and Portola Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 De Anza Way b/w Portola Ave and Alessandro Dr 000000000000000 0 13 Deep Canyon Road b/w Magnesia Falls Dr and Fred Waring Dr 000000000000000 0 14 Deep Canyon Road b/w Fred Waring Dr and Highway 111 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 1 15 Deep Canyon Drive b/w Highway 111 and Fairway Dr 000000000000000 0 16 Dick Kelly Drive b/w Monterey Ave and Dinah Shore Dr 000000000000000 0 17a Dinah Shore Drive b/w Westerly City Limits and Miriam Way 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 1 17b Dinah Shore Drive b/w Miriam Way and Monterey Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Dinah Shore Drive b/w Monterey Ave and Portola Ave 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 1 19 Edgehill Drive b/w Painters Path and Cahulla Hills Park 000000000111011 1 20 El Paseo b/w Highway 111 (West) and Highway 74 033101100000041 4 21 El Paseo b/w Highway 74 and Highway 111 East 011003310441082 8 22 El Dorado Drive b/w Frank Sinatra Dr and Hovley Lane East 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Fairway Drive b/w Portola Ave and Cook St 0 0 0 0 0 1 1 0 0 1 1 0 0 2 0 2 24 Frank Sinatra Drive b/w Monterey Ave and El Dorado Dr 101001100000110 2 25 Fred Waring Drive b/w Highway 111 and Cook St 0 30 30 5 0 17 17 4 0 12 12 1 0 59 10 59 26 Fred Waring Drive b/w Cook St and Washington St 0 3 3 1 0 4 4 2 0 4 4 2 0 11 5 11 27 Gateway Drive b/w Dinah Shore Dr and Dick Kelly Dr 000000000000000 0 28 Gateway Drive b/w Dick Kelly Dr and Gerald Ford Dr 000000000000000 0 29 Gerald Ford Drive b/w Monterey Ave and Portola Ave 0 0 0 0 0 2 2 0 0 0 0 0 0 2 0 2 30 Gerald Ford Drive b/w Portola Ave and Frank Sinatra Dr 033101110440082 8 31 Grapevine Street b/w Highway 74 and Portola Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 Haystack Road b/w Higwhay 74 and Portola Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Highway 111 b/w West City Limit and East City Limit 1 27 28 13 1 32 33 13 0 38 38 9 2 97 35 99 34 Highway 74 b/w Highway 111 and El Paseo 000000000000000 0 35 Highway 74 b/w El Paseo and Pitahaya St 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 Highway 74 b/w Pitahaya St and South City Limit 1 3 4 1 0 4 4 0 1 4 5 0 2 11 1 13 37 Hovley Lane East b/w Portola Ave and Water Way 0 4 4 1 0 3 3 1 0 5 5 2 0 12 4 12 38 Hovley Lane East b/w Water Way and Washington St 0 3 3 2 0 5 5 1 0 3 3 1 0 11 4 11 39 Hovley Lane West b/w Monterey Ave and Portola Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 Ironwood Street b/w Verba Santa Dr and San Luis Rey Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Joshua Tree Street b/w Grapevine St and San Luis Rey Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 Magnesia Falls Drive b/w San Pablo Ave and Portola Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 Magnesia Falls Drive b/w Portola Ave and Deep Canyon Rd 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 1 44 Mesa View Drive b/w Highway 74 and Portola Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 Michigan Drive b/w Kansas St and Avenue of the States 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46 Monterey Avenue b/w I-10 Freeway and Dinah Shore Dr 022200000223045 4 47 Monterey Avenue b/w Dinah Shore Dr and Country Club Dr 0 4 4 1 0 6 6 2 0 6 6 3 0 16 6 16 48 Monterey Avenue b/w Country Club Dr and Fred Waring Dr 0 3 3 3 0 8 8 6 0 2 2 1 0 13 10 13 49 Monterey Avenue b/w Fred Waring Dr and Highway 111 1 2 3 0 0 1 1 1 0 1 1 0 1 4 1 5 50 New York Avenue b/w Virginia Ave and California Dr 000000000000000 0 51 Oasis Club Drive b/w Country Club Dr and Hovley Lane East 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 Ocotillo Drive b/w El Paseo and Grapevine St 000000000000000 0 # Study Segment
2016 Number of Accidents 2017 Number of Accidents 2018 Number of Accidents Total Number of Accidents

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Engineering and Traffic Survey, City of Palm Desert
Fatal Injury Speed is
PCF
Total
(Fatal +
Injury)
Total Rate
(Acc/MVM) Injury (%) 5 Fatal (%) 6 Total Rate (Acc/MVM) Injury (%) Fatal (%) 1 Alamo Drive b/w Haystack Rd and Mesa View Dr 0 0 0 0 0.46 332 0.17 0.00 #DIV/0! #DIV/0! 2.09 39.2% 1.0% 2 Alessandro Drive b/w San Carlos Ave and Portola Ave 0 2 1 2 0.41 1,919 0.86 0.43 100% 0% 2.09 39.2% 1.0% 3 Alessandro Drive b/w Portola Ave and Deep Canyon Rd 0 1 0 1 0.48 1,686 0.89 0.89 100% 0% 2.09 39.2% 1.0% 4 California Avenue b/w Fred Waring Dr and New York Ave 0 1 0 1 1.10 831 1.00 1.00 100% 0% 1.80 37.9% 0.9% 5 California Drive b/w New York Ave and Warner Trail 0 0 0 0 0.40 3,224 1.41 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 6 Califronia Drive b/w Warner Trail and Avenue of the States 0 0 0 0 0.35 3,950 1.51 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 7 College Drive b/w Portola Ave and Frank Sinatra Dr 0 2 1 2 1.40 814 1.25 0.62 100% 0% 2.09 39.2% 1.0% 8 Cook Street b/w Gerald Ford Dr and Country Club Dr 0 6 2 6 1.60 30,187 52.89 8.81 100% 0% 1.41 41.7% 0.8% 9 Cook Street b/w Country Club Dr and Fred Waring Dr 2 12 5 14 2.00 25,260 55.32 3.95 86% 14% 1.41 41.7% 0.8% 10 Country Club Drive b/w Monterey Ave and Washington St 2 38 20 40 5.10 20,687 115.53 2.89 95% 5% 1.41 41.7% 0.8% 11 De Anza Way b/w San Carlos Ave and Portola Ave 0 0 0 0 0.40 920 0.40 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.8% 12 De Anza Way b/w Portola Ave and Alessandro Dr 0 0 0 0 0.47 572 0.29 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.8% 13 Deep Canyon Road b/w Magnesia Falls Dr and Fred Waring Dr 0 0 0 0 0.46 4,180 2.11 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.8% 14 Deep Canyon Road b/w Fred Waring Dr and Highway 111 0 1 0 1 0.52 9,155 5.21 5.21 100% 0% 1.41 37.9% 0.70% 15 Deep Canyon Drive b/w Highway 111 and Fairway Dr 0 0 0 0 0.45 2,118 1.04 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 16 Dick Kelly Drive b/w Monterey Ave and Dinah Shore Dr 0 0 0 0 0.69 1,077 0.81 0.00 #DIV/0! #DIV/0! 1.11 44.1% 1.4% 17a Dinah Shore Drive b/w Westerly City Limits and Miriam Way 0 1 0 1 0.20    100% 0% 1.25 48.4% 0.6% 17b Dinah Shore Drive b/w Miriam Way and Monterey Ave 0 0 0 0 0.20 0 0.00 #DIV/0! #DIV/0! #DIV/0! 1.25 48.4% 0.6% 18 Dinah Shore Drive b/w Monterey Ave and Portola Ave 0 1 0 1 1.30 20,876 29.72 29.72 100% 0% 1.41 41.7% 0.8% 19 Edgehill Drive b/w Painters Path and Cahulla Hills Park 0 1 1 1 0.70 1,251 0.96 0.96 100% 0% 1.80 37.9% 0.9% 20 El Paseo b/w Highway 111 (West) and Highway 74 0 4 1 4 0.60 9,160 6.02 1.50 100% 0% 1.71 44.8% 0.5% 21 El Paseo b/w Highway 74 and Highway 111 East 0 8 2 8 1.20 9,361 12.30 1.54 100% 0% 1.71 44.8% 0.5% 22 El Dorado Drive b/w Frank Sinatra Dr and Hovley Lane East 0 0 0 0 2.00 4,399 9.63 0.00 #DIV/0! #DIV/0! 1.42 40.4% 0.6% 23 Fairway Drive b/w Portola Ave and Cook St 0 2 0 2 1.00 3,710 4.06 2.03 100% 0% 1.80 37.9% 0.9% 24 Frank Sinatra Drive b/w Monterey Ave and El Dorado Dr 1 1 0 2 3.00 13,756 45.19 22.59 50% 50% 1.42 40.4% 0.6% 25 Fred Waring Drive b/w Highway 111 and Cook St 0 59 10 59 2.70 29,325 86.70 1.47 100% 0% 1.25 48.4% 0.6% 26 Fred Waring Drive b/w Cook St and Washington St 0 11 5 11 3.00 32,216 105.83 9.62 100% 0% 1.20 45.6% 0.8% 27 Gateway Drive b/w Dinah Shore Dr and Dick Kelly Dr 0 0 0 0 0.40 1,739 0.76 0.00 #DIV/0! #DIV/0! 1.68 43.4% 0.9% 28 Gateway Drive b/w Dick Kelly Dr and Gerald Ford Dr 0 0 0 0 0.48 2,581 1.36 0.00 #DIV/0! #DIV/0! 1.42 40.4% 0.6% 29 Gerald Ford Drive b/w Monterey Ave and Portola Ave 0 2 0 2 0.99 11,367 12.32 6.16 100% 0% 1.20 45.6% 0.8% 30 Gerald Ford Drive b/w Portola Ave and Frank Sinatra Dr 0 8 2 8 2.10 7,929 18.23 2.28 100% 0% 1.25 48.4% 0.6% 31 Grapevine Street b/w Highway 74 and Portola Ave 0 0 0 0 1.18 1,491 1.93 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 32 Haystack Road b/w Higwhay 74 and Portola Ave 0 0 0 0 1.31 4,731 6.79 0.00 #DIV/0! #DIV/0! 1.19 43.5% 1.6% 33 Highway 111 b/w West City Limit and East City Limit 2 97 35 99 3.10 32,114 109.01 1.10 98% 2% 1.25 48.4% 0.6% 34 Highway 74 b/w Highway 111 and El Paseo 0 0 0 0 0.11 21,780 2.62 0.00 #DIV/0! #DIV/0! 1.71 44.8% 0.5% 35 Highway 74 b/w El Paseo and Pitahaya St 0 0 0 0 0.24 23,336 6.13 0.00 #DIV/0! #DIV/0! 1.41 41.7% 0.8% 36 Highway 74 b/w Pitahaya St and South City Limit 2 11 1 13 3.43 11,843 44.48 3.42 85% 15% 1.42 40.4% 0.6% 37 Hovley Lane East b/w Portola Ave and Water Way 0 12 4 12 1.53 13,750 23.04 1.92 100% 0% 1.41 41.7% 0.8% 38 Hovley Lane East b/w Water Way and Washington St 0 11 4 11 2.55 18,807 52.51 4.77 100% 0% 1.42 40.4% 0.6% 39 Hovley Lane West b/w Monterey Ave and Portola Ave 0 0 0 0 0.99 5,375 5.83 0.00 #DIV/0! #DIV/0! 1.19 43.5% 1.6% 40 Ironwood Street b/w Verba Santa Dr and San Luis Rey Ave 0 0 0 0 0.63 716 0.49 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 41 Joshua Tree Street b/w Grapevine St and San Luis Rey Ave 0 0 0 0 0.97 240 0.25 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 42 Magnesia Falls Drive b/w San Pablo Ave and Portola Ave 0 0 0 0 0.50 7,571 4.15 0.00 #DIV/0! #DIV/0! 1.19 43.5% 1.6% 43 Magnesia Falls Drive b/w Portola Ave and Deep Canyon Rd 0 1 0 1 0.50 4,649 2.55 2.55 100% 0% 1.80 37.9% 0.9% 44 Mesa View Drive b/w Highway 74 and Portola Ave 0 0 0 0 0.77 2,975 2.51 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 45 Michigan Drive b/w Kansas St and Avenue of the States 0 0 0 0 0.90 1,187 1.17 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 46 Monterey Avenue b/w I-10 Freeway and Dinah Shore Dr 0 4 5 4 0.31    100% 0% 1.25 48.4% 0.6% 47 Monterey Avenue b/w Dinah Shore Dr and Country Club Dr 0 16 6 16 3.10 28,612 97.12 6.07 100% 0% 1.20 45.6% 0.8% 48 Monterey Avenue b/w Country Club Dr and Fred Waring Dr 0 13 10 13 2.00 23,305 51.04 3.93 100% 0% 1.42 40.4% 0.6% 49 Monterey Avenue b/w Fred Waring Dr and Highway 111 1 4 1 5 0.49 27,027 14.50 2.90 80% 20% 1.25 48.4% 0.6% 50 New York Avenue b/w Virginia Ave and California Dr 0 0 0 0 0.68 787 0.59 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% MVM 2
Actual Accident Rate 3 Statewide Average Accident Rate 4 # Study Segment Length
(Miles) ADT 1
Total Number of Accidents

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Engineering and Traffic Survey, City of Palm Desert
Fatal Injury Speed is
PCF
Total
(Fatal +
Injury)
Total Rate
(Acc/MVM) Injury (%) 5 Fatal (%) 6 Total Rate (Acc/MVM) Injury (%) Fatal (%) MVM 2 Actual Accident Rate 3 Statewide Average Accident Rate 4 # Study Segment Length
(Miles) ADT 1
Total Number of Accidents
51 Oasis Club Drive b/w Country Club Dr and Hovley Lane East 0 0 0 0 0.99 6,535 7.08 0.00 #DIV/0! #DIV/0! 1.42 40.4% 0.6% 52 Ocotillo Drive b/w El Paseo and Grapevine St 0 0 0 0 0.66 667 0.48 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 53 Painters Path (East) b/w Edgehill Dr and El Paseo 0 0 0 0 0.17 1,396 0.26 0.00 #DIV/0! #DIV/0! 2.09 39.2% 1.0% 54 Painters Path (West) b/w Highway 111 and Terminus 0 0 0 0 0.71 1,160 0.90 0.00 #DIV/0! #DIV/0! 2.09 39.2% 1.0% 55 Panorama Drive b/w Highway 111 and Fairway Dr 0 2 0 2 0.47 507 0.26 0.13 100% 0% 2.09 39.2% 1.0% 56 Park View Drive b/w Higwhay 111 and Monterey Ave 0 3 0 3 0.80 6,422 5.63 1.88 100% 0% 1.11 44.1% 1.4% 57 Portola Avenue b/w Dinah Shore Dr and Gerald Ford Dr 0 0 0 0 0.28 9,993 3.06 0.00 #DIV/0! #DIV/0! 1.20 45.6% 0.8% 58 Portola Avenue b/w Gerald Ford Dr and Frank Sinatra Dr 0 0 0 0 1.00 10,702 11.72 0.00 #DIV/0! #DIV/0! 1.11 40.2% 1.5% 59 Portola Avenue b/w Frank Sinatra Dr and Country Club Dr 0 3 0 3 1.00 14,863 16.27 5.42 100% 0% 1.42 40.4% 0.6% 60 Portola Avenue b/w Country Club Dr and Magnesia Falls Dr 0 7 4 7 1.50 24,381 40.05 5.72 100% 0% 1.42 40.4% 0.6% 61 Portola Avenue b/w Magnesia Falls Dr and Highway 111 0 3 2 3 1.00 19,322 21.16 7.05 100% 0% 1.42 40.4% 0.6% 62 Portola Avenue b/w Highway 111 and Grapevine 0 4 0 4 0.74 13,016 10.55 2.64 100% 0% 1.03 39.0% 1.0% 63 Portola Avenue b/w Grapevine and Mesa View Dr 0 0 0 0 1.55 8,119 13.78 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 64 Sagewood Drive b/w Monterey Ave and Country Club Dr 0 0 0 0 0.63 493 0.34 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 65 San Gorgonio Way b/w Monterey Ave and San Carlos Ave 0 0 0 0 0.60 1,789 1.18 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 66 San Luis Rey Avenue b/w El Paseo and Ironwood St 0 0 0 0 0.40 2,563 1.12 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 67 Magnesia Falls Drive b/w Monterey Ave and San Pablo Ave 0 1 1 1 0.49 5,883 3.16 3.16 100% 0% 1.19 43.5% 1.6% 68 Dinah Shore Drive b/w Portola Rd and Gerald Ford Dr 0 2 1 2 0.48 1,162 0.61 0.31 100% 0% 1.80 37.9% 0.9% 69 Shadow Mountain Drive b/w Highway 74 and Portola Ave 0 1 0 1 1.43 3,511 5.50 5.50 100% 0% 1.80 37.9% 0.9% 70 Shepherd Lane b/w Julie Lane and Frank Sinatra Dr 0 0 0 0 0.69 1,057 0.80 0.00 #DIV/0! #DIV/0! 1.19 43.5% 1.6% 71 Tamarisk Row Drive b/w Frank Sinatra Dr and Countyr Club Dr 0 3 0 3 1.34 6,783 9.95 3.32 100% 0% 1.67 31.8% 1.3% 72 Tennessee Avenue b/w Califronia Ave West and Fred Waring Dr 0 0 0 0 0.93 1,052 1.07 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 73 Town Center Way b/w Fred Waring Dr and Highway 111 0 3 0 3 0.36 9,814 3.87 1.29 100% 0% 1.71 44.8% 0.5% 74 University Park Drive b/w College Dr and Cook St 0 0 0 0 0.58 1,422 0.90 0.00 #DIV/0! #DIV/0! 2.09 39*.2% 1.0% 75 Verba Santa Drive b/w Highway 74 and Tumbleweed Ln 0 0 0 0 0.57 178 0.11 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 76 Virginia Avenue b/w Terminus and California Ave 0 0 0 0 0.60 1,081 0.71 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 77 Warner Trail b/w Hovley Lane East and California Dr 0 0 0 0 0.24 0 0.00 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 78 Warner Trail b/w California Dr and Fred Waring Dr 0 0 0 0 0.77 0 0.00 0.00 #DIV/0! #DIV/0! 1.80 37.9% 0.9% 79 Washington Street b/w I-10 Freeway and Fred Waring Dr 0 28 10 28 2.17 43,211 102.68 3.67 100% 0% 1.25 48.4% 0.6% 80a San Pablo Avenue b/w Fred Waring Drive and San Gorgonio Way 0 4 2 4 0.40 4,736 2.07 0.52 100% 0% 1.67 31.8% 1.3% 80b San Pablo Avenue b/w San Gorgonio Way and Highway 111 0 2 1 2 0.10 5,435 0.60 0.30 100% 0% 1.42 40.4% 0.6% Notes:
1 ADT - Average daily Traffic; Red text indicates ADT has not been collected. 2 MVM = Million Vehicle Miles
MVM = ADT*365*length*Years (3yr)/1,000,000
3 Accident Rate (Rse) = A*1,000,000/ADT*365*Length*Years 4 2016 Collision data on California State Highways, Caltrans 5 Percentage of total collisions resulting in injuries. 6 Percentage of total collisions resulting in fatalities.

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dĂďůĞϰ
Engineering and Traffic Survey, City of Palm Desert
Fatal Injury Total Speed is
PCF Fatal Injury Total Speed is
PCF Fatal Injury Total Speed is
PCF Fatal Injury Speed is
PCF
Total
(Fatal +
Injury)
# Study Segment
2016 Number of Accidents 2017 Number of Accidents 2018 Number of Accidents Total Number of Accidents 53 Painters Path (East) b/w Edgehill Dr and El Paseo 000000000000000 0 54 Painters Path (West) b/w Highway 111 and Terminus 000000000000000 0 55 Panorama Drive b/w Highway 111 and Fairway Dr 022000000000020 2 56 Park View Drive b/w Higwhay 111 and Monterey Ave 000001100220030 3 57 Portola Avenue b/w Dinah Shore Dr and Gerald Ford Dr 000000000000000 0 58 Portola Avenue b/w Gerald Ford Dr and Frank Sinatra Dr 000000000000000 0 59 Portola Avenue b/w Frank Sinatra Dr and Country Club Dr 022001100000030 3 60 Portola Avenue b/w Country Club Dr and Magnesia Falls Dr 033203310111074 7 61 Portola Avenue b/w Magnesia Falls Dr and Highway 111 0 2 2 2 0 0 0 0 0 1 1 0 0 3 2 3 62 Portola Avenue b/w Highway 111 and Grapevine 022001100110040 4 63 Portola Avenue b/w Grapevine and Mesa View Dr 000000000000000 0 64 Sagewood Drive b/w Monterey Ave and Country Club Dr 000000000000000 0 65 San Gorgonio Way b/w Monterey Ave and San Carlos Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 San Luis Rey Avenue b/w El Paseo and Ironwood St 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67 Magnesia Falls Drive b/w Monterey Ave and San Pablo Ave 0 0 0 0 0 0 0 0 0 1 1 1 0 1 1 1 68 Dinah Shore Drive b/w Portola Rd and Gerald Ford Dr 000001110110021 2 69 Shadow Mountain Drive b/w Highway 74 and Portola Ave 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 1 70 Shepherd Lane b/w Julie Lane and Frank Sinatra Dr 000000000000000 0 71 Tamarisk Row Drive b/w Frank Sinatra Dr and Countyr Club Dr 022000000110030 3 72 Tennessee Avenue b/w Califronia Ave West and Fred Waring Dr 000000000000000 0 73 Town Center Way b/w Fred Waring Dr and Highway 111 0 1 1 0 0 0 0 0 0 2 2 0 0 3 0 3 74 University Park Drive b/w College Dr and Cook St 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75 Verba Santa Drive b/w Highway 74 and Tumbleweed Ln 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76 Virginia Avenue b/w Terminus and California Ave 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 77 Warner Trail b/w Hovley Lane East and California Dr 000000000000000 0 78 Warner Trail b/w California Dr and Fred Waring Dr 000000000000000 0 79 Washington Street b/w I-10 Freeway and Fred Waring Dr 0 12 12 4 0 7 7 4 0 9 9 2 0 28 10 28 80a San Pablo Avenue b/w Fred Waring Drive and San Gorgonio Way 0 2 2 2 0 1 1 0 0 1 1 0 0 4 2 4 80b San Pablo Avenue b/w San Gorgonio Way and Highway 111 0 1 1 1 0 1 1 0 0 0 0 0 0 2 1 2

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits
Posted
Speed
Limit
Recommend
Speed
Speed
Change1
1 Alamo Drive Haystack Rd to Mesa View Dr 35 35 0
2 Alessandro Drive San Carlos Ave to Portola Ave 30 30 0 3 Alessandro Drive Portola Ave to Deep Canyon Rd 35 35 0 4 California Drive Fred Waring Dr to New York Ave 30 30 0 5 California Drive New York Ave to Warner Trail 30 30 0 6 California Drive Warner Trail to Avenue of the States 35 35 0 7 College Drive Portola Rd to Frank Sinatra Dr 40 40 0
8 Cook Street Gerald Ford Dr to Country Club Dr 55 55 0 9 Cook Street Country Club Dr to Fred Waring Dr 50 50 0 10 Country Club Drive Monterey Ave to Washington St 50 45 Ͳ5 11 De Anza Way San Carlos Ave to Portola Ave 30 30 0
12 De Anza Way Portola Ave to Alessandro Dr 30 30 0
13 Deep Canyon Road Magnesia Falls Dr to Fred Waring Dr 40 40 0 14 Deep Canyon Road Fred Waring Dr to Highway 111 45 45 0 15 Deep Canyon Road Highway 111 to Fairway Dr 35 35 0
16 Dick Kelly Drive Monterey Ave to Dinah Shore Dr 45 45 0 17a Dinah Shore Drive Westerly City Limits to Miriam Way 50 50 0 17b Dinah Shore Drive Miriam Way to Monterey Ave 50 45 Ͳ5 18 Dinah Shore Drive Monterey Ave to Portola Ave 45 45 0 19 Edgehill Drive Painters Path to Cahulla Hills Park 35 35 0 20 El Paseo Highway 111 (West) to Highway 74 35 35 0
21 El Paseo Highway 74 to Highway 111 East 25 25 0
22 El Dorado Drive Frank Sinatra Dr to Hovley Lane East 50 50 0 23 Fairway Drive Portola Ave to Cook St 30 30 0
24 Frank Sinatra Drive Monterey Ave to El Dorado Dr 55 50 Ͳ5 25 Fred Waring Drive Highway 111 to Cook St 45 45 0
26 Fred Waring Drive Cook St to Washington St 50 50 0
27 Gateway Drive Dinah Shore Dr to Dick Kelly Dr 45 45 0 28 Gateway Drive Dick Kelly Dr to Gerald Ford Dr 50 50 0 29 Gerald Ford Drive Monterey Ave to Portola Ave 55 50 Ͳ5 30 Gerald Ford Drive Portola Ave to Frank Sinatra Dr 50 50 0 31 Grapevine Street Highway 74 to Portola Ave 35 30 Ͳ5
32 Haystack Road Higwhay 74 to Portola Ave 45 45 0
33 Highway 111 West City Limit to East City Limit 45 45 0 34 Highway 74 Highway 111 to El Paseo 35 35 0
35 Highway 74 El Paseo to Pitahaya St 45 45 0
36 Highway 74 Pitahaya St to South City Limit 55 55 0
37 Hovley Lane East Portola Ave to Water Way 45 45 0
38 Hovley Lane East Water Way to Washington St 50 45 Ͳ5

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits
Posted
Speed
Limit
Recommend
Speed
Speed
Change1
39 Hovley Lane West Monterey Ave to Portola Ave 50 45 Ͳ5 40 Ironwood Street Verba Santa Dr to San Luis Rey Ave 30 30 0 41a Joshua Tree Street Grapevine St to Tumbleweed Lane 30 30 0 41b Joshua Tree Street Tumbleweed Lane to San Luis Rey Ave 25 25 0 42 Magnesia Falls Drive San Pablo Ave to Portola Ave 50 50 0 43 Magnesia Falls Drive Portola Ave to Deep Canyon Rd 35 35 0 44 Mesa View Drive Highway 74 to Portola Ave 40 40 0
45 Michigan Drive Kansas St to Avenue of the States 30 30 0 46 Monterey Avenue IͲ10 Freeway to Dinah Shore Dr 50 50 0 47 Monterey Avenue Dinah Shore Dr to Country Club Dr 55 55 0 48 Monterey Avenue Country Club Dr to Fred Waring Dr 50 50 0 49 Monterey Avenue Fred Waring Dr to Highway 111 45 45 0 50 New York Avenue Virginia Ave to California Dr 30 30 0 51 Oasis Club Drive Country Club Dr to Hovley Lane East 55 55 0 52 Ocotillo Drive El Paseo to Grapevine St 35 35 0
53 Painters Path (East) Edgehill Dr to El Paseo 30 30 0 54 Painters Path (West) Highway 111 to Terminus 25 25 0 55 Panorama Drive Highway 111 to Fairway Dr 30 30 0
56 Park View Drive Higwhay 111 to Monterey Ave 45 45 0
57 Portola Avenue Dinah Shore Dr to Gerald Ford Dr 50 50 0 58 Portola Avenue Gerald Ford Dr to Frank Sinatra Dr 60 55 Ͳ5 59 Portola Avenue Frank Sinatra Dr to Country Club Dr 55 55 0 60 Portola Avenue Country Club Dr to Magnesia Falls Dr 50 50 0 61 Portola Avenue Magnesia Falls Dr to Highway 111 40 40 0 62 Portola Avenue Highway 111 to Grapevine 35 35 0
63 Portola Avenue Grapevine to Mesa View Dr 40 40 0
64 Sagewood Drive Monterey Ave to Country Club Dr 25 25 0 65 San Gorgonio Way Monterey Ave to San Carlos Ave 30 30 0 66 San Luis Rey Avenue El Paseo to Ironwood St 30 30 0
67 Magnesia Falls Drive Monterey Ave to San Pablo Ave 50 50 0 68 Dinah Shore Drive Portola Rd to Gerald Ford Dr 45 45 0 69 Shadow Mountain Drive Highway 74 to Portola Ave 30 30 0 70 Shepherd Lane Julie Lane to Frank Sinatra Dr 40 40 0 71 Tamarisk Row Drive Frank Sinatra Dr to Country Club Dr 55 45 Ͳ10 72 Tennessee Avenue Califronia Drive West to Fred Waring Dr 25 25 0 73 Town Center Way Fred Waring Dr to Highway 111 35 35 0 74 University Park Drive College Dr to Cook St 35 35 0
75 Verba Santa Drive Frontage Rd to Tumbleweed Ln 25 25 0 76 Virginia Avenue Terminus to California Dr 30 30 0

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Engineering and Traffic Survey, City of Palm Desert
ID Road Segment Name Survey Limits
Posted
Speed
Limit
Recommend
Speed
Speed
Change1
77 Warner Trail Hovley Lane East to California Dr 30 30 0 78 Warner Trail California Dr to Fred Waring Dr 35 35 0 79 Washington Street IͲ10 Freeway to Fred Waring Dr 50 50 0 80a San Pablo Avenue Fred Waring Drive to San Gorgonio Way 40 25 Ͳ15 80b San Pablo Avenue San Gorgonio Way to Highway 111 35 25 Ͳ10 Notes:
1 Highlighted in greenͲrecommended speed decrease.

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Page 593 of 1236 ends
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